Construction Documentation Work by Jacob Schaeffer

RENOVATIONS TO THE

WELCOME CENTER AND TENNIS CENTER

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

BROOKDALE PARK

usaarchitects.com Paul R. Swartz, AIA Andrew P. Adornato, AIA Armand T. Christopher Jr., AIA Mitch Miller, AIA, FCSI, CCS Mark A. Coan, AIA Susan M. DeHart, AIA Peter C. Campisano, AIA

TOWNSHIPS OF BLOOMFIELD AND MONTCLAIR

DESIGN TEAM

STANDARD WARRANTY

01.03 ALL DIMENSIONS INDICATED ON THE CONSTRUCTION DOCUMENTS, OF EXISTING CONDITIONS, ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR(S) PRIOR TO SUBMITTING A BID.

DIVISION 02 DEMOLITION

01.04 THE CONTRACTOR(S) SHALL DISCUSS & VERIFY, WITH ALL GOVERNING AUTHORITIES ALL CODE REQUIREMENTS INDICATED AND/OR REQUIRED FOR THE COMPLETE EXECUTION OF THE WORK AS INTENDED BY THE CONSTRUCTION DOCUMENTS. 01.05 THE CONTRACTOR(S) SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES HAVING JURISDICTION OVER THE PROJECT. THE CONTRACTOR(S) SHALL OBTAIN PERMITS & GIVE NOTICES TO SUCH AGENCIES IN AMPLE TIME FOR OFFICIALS TO CONDUCT INSPECTIONS AND OBTAIN TIMELY APPROVALS. FAILURE TO COMPLY WILL SOLELY BE THE RESPONSIBILITY OF THE CONTRACTOR(S). 01.06 THE CONTRACTOR(S) SHALL PROVIDE PROTECTION FOR THE PUBLIC, OWNER'S STAFF, AND CONSTRUCTION WORKERS IN AND AROUND THE CONSTRUCTION AREA & ADJACENT PROPERTY. ADEQUATE BARRIERS & SIGNAGE SHALL BE PROVIDED TO EXERCISE CONTROL OF SAFE INGRESS & EGRESS OF PREMISES. FIRE EXITS SHALL NOT BE BLOCKED. PROPER SITE SECURITY DURING WORKING & OFF-HOURS SHALL BE MAINTAINED. BARRICADE ALL UNSAFE OR POTENTIALLY DANGEROUS CONDITIONS. THE CONTRACTOR(S) SHALL FOLLOW O.S.H.A. STANDARDS DURING THE COURSE OF THE PROJECT. 01.07 DO NOT SCALE THE DRAWINGS. USE CALCULATED DIMENSIONS ONLY. NOTE THAT NOT ALL DIMENSIONS ARE GIVEN ON THE CONSTRUCTION DOCUMENTS. SOME DIMENSIONS ARE IMPLIED. IF THE CONTRACTOR IS NOT SURE OF A GIVEN DIMENSION, HE/SHE SHALL SUBMIT A REQUEST FOR INFORMATION (R.F.I.) AND/OR SHALL FIELD VERIFY EXISTING DIMENSIONS. 01.08 ALL INFORMATION FOR ALL TRADES CONTAINED WITHIN THE CONSTRUCTION DOCUMENTS SHALL BE USED TOGETHER & IN CONCERT WITH ONE ANOTHER AS A WHOLE BODY OF INFORMATION FOR THE PROJECT. THE DRAWINGS & PROJECT MANUAL ARE COMPLEMENTARY & WHAT IS REQUIRED BY ONE, SHALL BE REQUIRED BY BOTH. NEITHER THE PRIME CONTRACTOR(S) NOR ANY SUBCONTRACTOR(S) SHALL BE RELIEVED OF THE RESPONSIBILITY TO PROVIDE ALL ITEMS REQUIRED BY THE INFORMATION & DESIGN INTENT INDICATED & IMPLIED. IN THE EVENT OF CONFLICTS BETWEEN DOCUMENTS, THE GREATER QUANTITY OR HIGHER QUALITY OF WORK SHALL PREVAIL AND BE PROVIDED. 01.09 ALL ITEMS LABELED "EXISTING" ARE EXISTING "TO REMAIN" UNLESS OTHERWISE INDICATED. ITEMS NOT LABELED "EXISTING" ARE TO BE PROVIDED. THE TERM "PROVIDE" SHALL MEAN FURNISH & INSTALL AS IT IS USED THROUGHOUT THE CONTRACT DOCUMENTS.

SUMMARY WORK

01.10 THE SCOPE OF THIS SINGLE OVERALL PRIME CONTRACT INCLUDES ALL THE WORK AS INDICATED ON THE DRAWINGS AND IN THE PROJECT MANUAL. THE SINGLE OVERALL PRIME CONTRACTOR BEARS SOLE SOURCE RESPONSIBILITY FOR THE DELIVERY OF THE PROJECT TO 100% COMPLETION.

PROJECT COORDINATION

DIVISION 06 WOOD BLOCKING EXTERIOR WOOD DIVISION 07 SEALANTS

ROOFING

06.01 EVERY HOLLOW WALLBOARD PARTITION THAT IS INDICATED TO RECEIVE ANY ACCESSORIES SUCH AS, BUT NOT LIMITED TO, TOILET ACCESSORIES, HANDICAP RAILS, CABINETS, WALL MOUNTED BACK-BOARDS, ETC. SHALL BE PROVIDED WITH SOLID BLOCKING AND REINFORCEMENT WITHIN THE FRAMING TO ADEQUATELY SUPPORT THE INSTALLATION OF SUCH ITEMS. 06.02 ALL WOOD FRAMING LUMBER AND BLOCKING EXPOSED TO THE ELEMENTS OR USED IN CONTACT WITH MASONRY, CONCRETE, AND/OR ROOFING SHALL BE PRESSURE TREATED FOR RESISTANCE TO DETERIORATION FROM MOISTURE. 07.01 ANY AND ALL CONSTRUCTION JOINTS INCLUDING JOINTS BETWEEN DIFFERENT ITEMS AND MATERIALS, JOINTS SURROUNDING PENETRATIONS THROUGH MATERIALS, AND CRACKS WITHIN MATERIALS, ECT., WHETHER ON THE INTERIOR OR EXTERIOR OF THE BUILDING, SHALL BE FILLED WITH AN APPROPRIATE SEALANT AS REQUIRED. ON THE INTERIOR OF THE BUILDING, SAID SEALANT SHALL BE PAINTABLE. ON THE EXTERIOR OF THE BUILDING, SAID SEALANT SHALL BE WEATHERPROOF AND IN A COLOR SELECTED BY THE ARCHITECT. 07.02 PRIOR TO THE START OF ROOF WORK, THE CONTRACTOR IS REQUIRED TO CONDUCT A PRE-INSTALLATION CONFERENCE WITH THE ROOFING MANUFACTURER, THE ROOF INSTALLER, OTHER AFFECTED CONTRACTORS, AND THE ARCHITECT TO DISCUSS IN DETAIL THE INSTALLATION PROCESS. UPON COMPLETION, A WALK-THROUGH MEETING SHALL BE DONE WITH THE CONTRACT DOCUMENTS AND THE MANUFACTURER'S BEST PRACTICE RECOMMENDATIONS FOR THE WARRANTY SPECIFIED.

DIVISION 08 GLASS

08.01 THE PRIME CONTRACTOR SHALL SET A COORDINATION MEETING WITH THE GLASS SUPPLIER & THE ARCHITECT PRIOR TO FABRICATION & INSTALLATION OF GLAZING TO ASSURE THAT PROPER GLASS TYPE (SAFETY, FIRE RATED, WIRED, SPECIALTY, ETC.) IS PROVIDED IN CORRESPONDING LOCATIONS.

DIVISION 09

09.01 UNLESS FACTORY FINISHED, OR OTHERWISE SPECIFICALLY NOTED ON THE CONSTRUCTION DOCUMENTS, ALL EXPOSED SURFACES (BOTH INTERIOR & EXTERIOR OF THE BUILDING) SHALL BE PAINTED/COATED IN COLORS & TEXTURES AS SELECTED BY THE ARCHITECT/OWNER. NO SURFACES ARE TO BE LEFT UNFINISHED UNLESS SPECIFICALLY NOTED ON THE CONTRACT DOCUMENTS.

DIVISION 23 ROOF PENETRATIONS

23.02 ALL ROOF PENETRATIONS FOR MECHANICAL ITEMS (PIPES, DUCTS, CURBS, ETC.) SHALL BE FULLY COORDINATED BY THE GENERAL CONTRACTOR FOR EXACT LOCATION, SIZE, SUPPORT, ETC. FAILURE TO COORDINATE THESE ITEMS MAY RESULT IN CHANGES IN THE FIELD AT THE EXPENSE OF THE GENERAL CONTRACTOR.

DIVISION 26 ELECTRICAL

26.01 CONVENIENCE & DATA OUTLETS, WALL SWITCHES, AND FIXTURES SHALL BE COORDINATED WITH THE LOCATION OF FURNITURE, MILLWORK, CASEWORK, ETC. PRIOR TO INSTALLATION. FAILURE TO COORDINATE THESE ITEMS MAY RESULT IN CHANGES IN THE FIELD AT THE EXPENSE OF THE PRIME CONTRACTOR.

01.13 THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, LABOR, SERVICES, ETC. TO COMPLETE THE ENTIRE WORK IN A MANNER ACCEPTABLE TO THE OWNER AND THE ARCHITECT. IT IS UNDERSTOOD THAT NOT EVERY DETAIL OR DIMENSION IS SHOWN IN THE CONTRACT DOCUMENTS, NOR ARE THEY NECESSARY FOR THE CONTRACTOR(S) TO PROVIDE A QUALITY PRODUCT. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR INFORMATION (R.F.I.) IF NEEDED TO CLARIFY THE INTENT OF ANY DETAIL OR OTHER INFORMATION. HOWEVER, SUCH REQUEST FOR INFORMATION SHALL NOT CONSTITUTE A CHANGE IN THE SCHEDULE, OR IN THE CONTRACT AMOUNT. NO WORK SHOULD BE INSTALLED IF THE CONTRACTOR IS UNSURE OF THE DESIGN INTENT. INSTALLATION OF ANY WORK THAT DOES NOT COMPLY WITH THE DESIGN INTENT, AS DETERMINED BY THE ARCHITECT, SHALL BE SUBJECT TO REPLACEMENT AT THE CONTRACTOR'S EXPENSE.

PLUMBING - WELCOME CENTER

STRUNK-ALBERT ENGINEERING

MECHANICAL - WELCOME CENTER

804 SEVEN BRIDGES ROAD EAST STROUDSBURG, PA 18301 PHONE: 570.421.2025

M-100 M-101

OCCUPANCY TYPE XXX SF / OCC. SF 100 FT

ELECTRICAL - WELCOME CENTER

LANSCAPE ARCHITECT E-100 E-101 E-102

21 FT

SUBURBAN CONSULTING ENGINEERS, INC. 2430 HIGHWAY 34, BUILDING A WALL, NJ 08736 PHONE: 732-282-1776

ALTERNATE BID #1 ARCHITECTURAL - TENNIS CENTER A-200 A-201 A-202 A-203 A-204

ALTERNATE ALTERNATE ALTERNATE ALTERNATE ALTERNATE

BID #1 BID #1 BID #1 BID #1 BID #1

- TENNIS CENTER FLOOR PLANS - TENNIS CENTER- EXTERIOR BUILDING ENVELOPE - TENNIS CENTER- EXTERIOR ELEVATIONS - TENNIS CENTER- EXTERIOR ELEVATIONS - TENNIS CENTER FINISH PLAN, ENLARGED TOILET PLANS & DOOR SCHEDULE

ALTERNATE BID #1 - TENNIS CENTER LANDSCAPE PLAN, NOTES AND DETAILS

P-200 P-201 P-202

ROOM + OCCUPANCY INFORMATION

ALTERNATE BID #1 - TENNIS CENTER GENERAL NOTES & SYMBOLS LIST ALTERNATE BID #1 - TENNIS CENTER FLOOR PLANS - PLUMBING ALTERNATE BID #1 - TENNIS CENTER DETAILS SCHEDULES

MECHANICAL - TENNIS CENTER M-200 M-201

DISTANCE TRAVELED (FEET) NUMBER OF OCCUPANTS EXITING

ALTERNATE BID #1 - TENNIS CENTER GENERAL NOTES & SYMBOLS LIST ALTERNATE BID #1 - TENNIS CENTER FLOOR PLANS - MECHANICAL

ELECTRICAL - TENNIS CENTER E-200 E-201 E-202

DIRECTION OF EGRESS TRAVEL

ALTERNATE BID #1 - TENNIS CENTER GENERAL NOTES & SYMBOLS LIST ALTERNATE BID #1 - TENNIS CENTER FLOOR PLANS - ELECTRICAL ALTERNATE BID #1 - TENNIS CENTER DETAILS & SCHEDULES

Signature & License No.

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

RENOVATIONS

01.17 ALL MATERIALS AND PRODUCTS SHALL BE PROTECTED AND PROPERLY STORED AS PER MANUFACTURER'S RECOMMENDATION. ALL MATERIALS AND PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S CURRENT PRINTED RECOMMENDATIONS TO MAINTAIN THE PROPER WARRANTIES.

TO THE

WOMEN'S TOILET

MEN'S TOILET FD

CUSTODIAN CLOSET 02 STORAGE 46 SF / 300 SF

1 10 FT VENDING MACHINE

45 FT

STORAGE 04 STORAGE 139 SF / 300 SF

35 FT

STORAGE OFFICE 03 BUSINESS 171 SF / 100 SF

VENDING MACHINE

LOCKER AREA 01 LOCKER ROOM 345 SF / 50 SF JAN. CLOSET 05 STORAGE 8 SF / 300 SF

WOMEN'S TOILET

AT ADA TOILET FD

BROOKDALE PARK 21 FT

WATCHUNG AVE. BLOOMFIELD, NJ 07003

ADA TOILET

38 FT

EXIT DOOR

OCCUPANT CAPACITY: 160 DESIGN OCCUPANT LOAD: 20 FARTHEST DISTANCE TRAVELED: 45'

OCCUPANT CAPACITY: 160 DESIGN OCCUPANT LOAD: 1 FARTHEST DISTANCE TRAVELED: 10'

LOCATION MAP SCALE: N.T.S.

BUILDING CODE INFORMATION

WELCOME CENTER EGRESS PLAN SCALE: 1/8" = 1'-0"

ALTERNATE #1 TENNIS CENTER EGRESS PLAN SCALE: 1/8" = 1'-0"

NEW JERSEY ADMINISTRATIVE CODES APPLICABLE CONSTRUCTION CODES N.J.A.C. 5:23 N.J.A.C. 5:70 N.J.A.C. 5:23-3.14 N.J.A.C. 5:23-3.15 N.J.A.C. 5:23-3.16 N.J.A.C. 5:23-3.17 N.J.A.C. 5:23-3.18 N.J.A.C. 5:23-20 N.J.A.C. 5:23-6 N.J.A.C. 5:23-7

01.27 MINOR DETAILS OR INCIDENTAL ITEMS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR THE PROPER & COMPLETE EXECUTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE SPECIFICALLY INDICATED IN THE CONSTRUCTION DOCUMENTS. 01.28 UNLESS OTHERWISE INDICATED: CUTTING AND PATCHING (EXCEPT FOR FINISHES) IS TO BE PERFORMED BY THE PRIME CONTRACTOR REQUIRING CUTTING AND PATCHING, WHETHER AS SELECTIVE DEMOLITION, OR AS A MEANS OF ACCESSING OR CORRECTING UNSATISFACTORY WORK. PATCHING OF THE SUBSTRATE IS ALSO THE WORK OF THAT PRIME CONTRACTOR, HOWEVER THE PATCHING OF ALL FINISHES EXPOSED TO VIEW IS TO BE DONE BY THE GENERAL CONTRACTOR USING SKILLED TRADESMAN TRAINED FOR PATCHING THE PARTICULAR FINISH INVOLVED. 01.29 THE PROJECT HAS BEEN DESIGNED TO MEET A CERTAIN PROFESSIONAL STANDARD AND PRODUCTS HAVE BEEN SELECTED TO MEET SUCH STANDARDS. THE PRODUCTS SPECIFIED ARE THE PRODUCTS INTENDED TO BE USED. IN THE EVENT THAT SUBSTITUTIONS ARE SUBMITTED FOR REVIEW, A PROPER COMPARATIVE INFORMATION SHEET SHALL ALSO BE SUBMITTED. ALL REQUESTS FOR SUBSTITUTION SHALL BE MADE WITHIN THE FIRST 90 DAYS AFTER THE CONTRACTOR HAS BEEN AWARDED THE CONTRACT FOR CONSTRUCTION. NO SUBSTITUTION WILL BE CONSIDERED AFTER THIS PERIOD.

01.31 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SUFFICIENTLY IN ADVANCE OF THE WORK TO ALLOW PROPER TIME FOR REVIEW. MATERIALS SHALL NOT BE FABRICATED OR DELIVERED TO THE SITE BEFORE THE SHOP DRAWINGS HAVE BEEN APPROVED.

TOWNSHIPS OF BLOOMFIELD AND MONTCLAIR

WELCOME CENTER

MEN'S TOILET FD

BROOKDALE PARK

WELCOME CENTER AND TENNIS CENTER

TENNIS CENTER

01.23 EACH PRIME CONTRACTOR SHALL FIRE STOP/SMOKE PROOF ANY/ALL PENETRATIONS AS REQUIRED TO MAINTAIN THE DESIGNATED FIRE RATING/SMOKE PROOFING OF THE CONSTRUCTION WHETHER EXISTING OR NEW. THE GENERAL CONTRACTOR SHALL ALSO EXTEND RATED CONSTRUCTION TO MAINTAIN CONTINUITY OF SAME THROUGH CONCEALED SPACES (VERTICAL & HORIZONTAL) AS REQUIRED.

01.26 WORK NOT INDICATED IN PART OF THE DRAWING, BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST.

AI16116

NON-SIMULTANEOUS USE

2/27/2018 11:13:34 AM

WELCOME CENTER GENERAL NOTES & SYMBOLS LIST WELCOME CENTER FLOOR PLANS - ELECTRICAL WELCOME CENTER DETAILS AND SCHEDULES

PATH OF EGRESS TRAVEL

SUBMITTALS AND SUBSTITUTIONS

WELCOME CENTER GENERAL NOTES AND SYMBOLS LIST WELCOME CENTER FLOOR PLANS - MECHANICAL

PLUMBING - TENNIS CENTER

NUMBER

MECHANICAL ROOM 07 STORAGE 117 SF / 300 SF

01.19 LONG LEAD ITEMS SHALL BE IDENTIFIED BY THE CONTRACTOR(S) WITH NOTIFICATION TO THE ARCHITECT IN A TIMELY MANNER. FAILURE BY THE CONTRACTOR(S) TO OBTAIN SUBMITTAL APPROVALS, AND TO ORDER LONG LEAD ITEMS, SO AS NOT THE DELAY THE PROGRESS OF THE WORK, WILL NOT JUSTIFY AN EXTENSION OF THE SCHEDULE FOR COMPLETION, NOR WILL IT CAUSE PRODUCT SUBSTITUTIONS IN ORDER TO MEET THE SCHEDULE.

CUTTING AND PATCHING

WELCOME CENTER GENERAL NOTES AND SYMBOLS LIST WELCOME CENTER FLOOR PLANS - PLUMBING WELCOME CENTER DETAILS AND SCHEDULES

P-100 P-101 P-102

LEGEND

WELCOME CENTER LANDSCAPE PLAN, NOTES AND DETAILS

LS-200

28 FT

01.18 PRIOR TO THE INSTALLATION OF ALL MAJOR BUILDING COMPONENTS, THE PRIME CONTRACTOR(S) SHALL CONDUCT A PREINSTALLATION AND COORDINATION MEETING WITH THE MANUFACTURER'S REPRESENTATIVE. INCLUDED IN THE MEETING SHALL BE ANY SUBCONTRACTOR AND PRODUCT MANUFACTURER AFFECTED BY THE SPECIFIC WORK. FAILURE OF THE PRIME CONTRACTOR(S) TO CONDUCT SUCH A MEETING, AND PROPERLY COORDINATE THE PROCESS, SHALL PLACE THE BURDEN FOR ANY & ALL PROBLEMS, RESULTING FROM SAID INSTALLATION, UPON THE PRIME CONTRACTOR(S) RESPONSIBLE FOR THAT PORTION OF THE WORK.

EXECUTION REQUIREMENTS

LS-100

ROOM NAME

01.15 ALL UNUSED MATERIAL AND DEBRIS SHALL BE COMPLETELY REMOVED FROM THE SITE AND LEGALLY DISPOSED OF. NO ON-SITE STORAGE, BURNING, OR BURIAL OF DEBRIS SHALL BE PERMITTED. THE CONSTRUCTION SITE SHALL BE KEPT IN A CLEAN AND SAFE MANNER, INCLUDING, BUT NOT LIMITED TO DAILY BROOM CLEANING THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT.

PRODUCT REQUIREMENTS

LANDSCAPE - WELCOME CENTER

LANDSCAPE - TENNIS CENTER

ELECT. CLOSET

WELCOME CENTER 05 BUSINESS 232 SF / 100 SF

CENTER FLOOR PLANS CENTER BUILDING ENVELOPE CENTER EXTERIOR ELEVATIONS CENTER EXTERIOR ELEVATIONS CENTER FINISH PLAN, TOILET PLANS & DOOR SCHEDULE CENTER PLAZA PLANS AND DETAILS

MEP

OCCUPANT CAPACITY: 320 DESIGN OCCUPANT LOAD: 4 FARTHEST DISTANCE TRAVELED: 28'

01.14 ALL CONSTRUCTION, EQUIPMENT, CONTENTS, ETC. SHALL BE PROTECTED BY EACH CONTRACTOR DURING THE ENTIRE PERFORMANCE OF THE WORK. AREAS DISTURBED OR DAMAGED BY THE CONTRACTOR SHALL BE COMPLETELY RESTORED, REPAIRED, OR REPLACED BY THE CONTRACTOR. TO THE OWNER'S COMPLETE SATISFACTION AT NO ADDITIONAL COST.

TEMPORARY FACILITIES & ACCESS

20 NORTH DOUGHTY AVE SOMERVILLE, NJ 08876 PHONE: 908-722-2300

EXIT DOOR

USA ARCHITECTS PLANNERS + INTERIOR DESIGNERS, P.A.

WELCOME WELCOME WELCOME WELCOME WELCOME WELCOME

DATE

01.35 IF SUBSTITUTIONS ARE APPROVED, THE CONTRACTOR SHALL NOTIFY ALL OTHER TRADES AFFECTED BY THE SUBSTITUTION & FULLY COORDINATE THE IMPACT ON THE PROJECT. ANY ADDITIONAL COST RESULTING FROM SUBSTITUTIONS SHALL BE PAID BY THE CONTRACTOR PROPOSING THE SUBSTITUTION. 01.36 EACH PRIME CONTRACTOR SHALL PROVIDE, AS PART OF ITS REQUIRED CLOSE-OUT DOCUMENTS, A STANDARD WARRANTY COVERING ALL MATERIALS, PRODUCTS, AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE ARCHITECT. THIS STANDARD WARRANTY IS A BASIC REQUIREMENT OF EACH PRIME CONTRACT AND SHALL BE EXTENDED BY SPECIFIC WARRANTY REQUIREMENTS OF THE VARIOUS PRODUCTS AND SYSTEMS AS INDICATED THROUGHOUT THE CONTRACT DOCUMENTS. 02.01 THE ACTUAL SCOPE OF DEMOLITION SHALL NOT BE LIMITED TO WHAT IS SPECIFICALLY INDICATED ON THE DRAWINGS OR WITHIN THE PROJECT MANUAL, BUT SHALL INCLUDE ANY AND ALL COMPLETE OR SELECTIVE DEMOLITION AS MAY BE NECESSARY TO ACCOMPLISH THE INTENDED CONSTRUCTION. THIS APPLIES TO THE WORK OF ALL TRADES.

A-100 A-101 A-102 A-103 A-104 A-105

COUNTY ENGINEER J.J.P.E. LICENSE No. 40597

GENERAL REQUIREMENTS

01.01 ANY ADDITIONAL INFORMATION THAT IS NOT PART OF THE CONSTRUCTION DOCUMENTS, SUCH AS, BUT NOT LIMITED TO, SOIL REPORT(S), HAZARDOUS MATERIALS REPORT(S), EXISTING DRAWINGS, ETC., ARE INTENDED FOR REFERENCE ONLY AND ARE TO BE USED BY THE CONTRACTOR(S) AT HIS/HER OWN DISCRETION.

BASE BID ARCHITECTURAL - WELCOME CENTER

SANJEEV VARGHESE, PE

DIVISION 01 AVAILABLE INFORMATION

BROOKDALE PARK TITLE SHEET, EGRESS PLANS & CODE INFORMATION

APPROVED BY:

A-001

DATE

ARCHITECT

COUNTY EXECUTIVE

01.32 SHOP DRAWINGS SHALL BE REVIEWED BY THE ARCHITECT/ENGINEER FOR BASIC CONFORMANCE TO THE DESIGN INTENT ONLY AFTER PRIOR APPROVAL BY THE RESPONSIBLE PRIME CONTRACTOR. THIS REVIEW DOES NOT RELIEVE THE CONTRACTOR OR HIS SUB-CONTRACTOR(S) OF RESPONSIBILITY FOR FULL COMPLIANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DIMENSIONS & CLEARANCES TO BE CONFIRMED & CORRELATED AT THE JOB SITE, FOR MATERIALS QUANTITIES & PROPER FABRICATION, FOR PROPER MEANS & METHODS, FOR PROPER SEQUENCES OF CONSTRUCTION, FOR THE PROPER COORDINATION WITH OTHER TRADES, AND FOR PROVIDING SAFE AND SATISFACTORY CONSTRUCTION OPERATIONS. 01.33 EACH CONTRACTOR IS ADVISED THAT CERTAIN COLOR SCHEDULE SELECTIONS MAY HAVE PREVIOUSLY BEEN MADE, REVIEWED, AND APPROVED BY THE OWNER & RETURNED TO THE CONTRACTOR FOR EXECUTION. ALL CONTRACTORS SHALL TAKE NOTE & HEREAFTER STRONGLY BE ADVISED THAT MATERIAL SUBSTITUTIONS SUBMITTED LATER MAY BE REQUIRED TO BE PROVIDED WITH CUSTOM COLORS, TEXTURES, & FINISHES BASED UPON SELECTIONS PREVIOUSLY APPROVED. MATERIAL SUBSTITUTIONS ARE SUBJECT TO REJECTION SOLELY ON APPEARANCE. 01.34 THE ARCHITECT WILL TAKE APPROPRIATE ACTION UP TO THREE (3) TIMES FOR EACH ITEM SUBMITTED. SUBMITTALS REQUIRING MORE THAN THREE (3) REVIEWS DUE TO INCORRECT OR INCOMPLETE INFORMATION SHALL BE SUBJECT TO A REVIEW FEE FOR EACH SUBSEQUENT SUBMITTAL. THIS FEE SHALL BE AT THE HOURLY RATE OF THE ARCHITECT & ENGINEER, AND SHALL BE PRE-PAID TO THE ARCHITECT BY THE CONTRACTOR PRIOR TO ANY ADDITIONAL CONSIDERATION. FEES PAID SHALL IN NO WAY CONSTITUTE AN OBLIGATION BY THE ARCHITECT TO APPROVE ANY SUBMITTAL THAT IN HIS/HER OPINION DOES NOT COMPLY WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS. FURTHERMORE, ANY SUCH ADDITIONAL REVIEW TIME SHALL NOT BE A BASIS FOR AN EXTENSION OF TIME.

JOSEPH DIVINCENZO

00.01 ALL BIDDERS, UPON SUBMITTING BIDS, HEREBY CERTIFY THAT THEY HAVE REVIEWED THE ENTIRE SET OF CONTRACT DOCUMENTS, (CONTRACT DOCUMENTS CONSIST OF A COMPLETE SET OF DRAWINGS AND THE ENTIRE PROJECT MANUAL, INCLUDING ALL DIVISIONS & ANY/ALL ADDENDA) AND ARE AWARE OF, AND AGREE TO MEET THE INTENT OF THE CONTRACT DOCUMENTS WHETHER EXPRESSED OR IMPLIED.

APPROVED BY:

DIVISION 00 PROCUREMENT

DRAWING LIST

APPROVAL SIGNATURES

CSI DIVISION

UNIFORM CONSTRUCTION CODE (UCC) UNIFORM FIRE CODE (UFC) AND THE STATE FIRE PREVENTION CODE BUILDING SUBCODE (IBC/2015) PLUMBING SUBCODE (NSPC/2015) ELECTRICAL SUBCODE (NEC/2014) FIRE PROTECTION SUBCODE (SPECIFIC PORTIONS OF THE IBC, NEC, IMC, IFGC) ENERGY SUBCODE (IECC/2015) MECHANICAL SUBCODE (IMC/2015) REHABILITATION SUBCODE BARRIER FREE CODE

NJ UNIFORM CONSTRUCTION CODE 5:23-6.3 DEFINITIONS THIS PROJECT IS A "RENOVATION" AND "REPAIR"

PROGRESS SUBMISSION 02.16.18 NOT FOR CONSTRUCTION

5:23-6.3 RENOVATIONS THE REMOVAL AND REPLACEMENT OR COVERING OF EXISTING INTERIOR OR EXTERIOR FINISH, TRIM, DOORS, WINDOWS, OR OTHER MATERIALS WITH NEW MATERIALS THAT SERVE THE SAME PURPOSE AND DO NOT CHANGE THE CONFIGURATION OF SPACE. RENOVATION SHALL INCLUDE THE REPLACEMENT OF EQUIPMENT OR FIXTURES. 5:23-6.3 REPAIR THE RESTORATION TO A GOOD OR SOUND CONDITION OF MATERIALS, SYSTEMS AND/OR COMPONENTS THAT ARE WORN, DETERIORATED OR BROKEN USING MATERIALS OR COMPONENTS IDENTICAL TO OR CLOSELY SIMILAR TO THE EXISTING.

No.

Date

Issue or Revision

Drawing Title

BROOKDALE PARK TITLE SHEET, EGRESS PLANS & CODE INFORMATION

Scale

USA Project No.

As indicated Drawing Date

2017-100 Drawing No.

02.15.18 Drawn By

Checked By

ApA

A-001

VENDING MACHINE

BENCH

VENDING MACHINE

12 1

EXISTING ELECT. BREAKERS TO REMAIN

VENDING MACHINE

WOMEN'S TOILET

STORAGE EXISTING ELECT. PANEL TO REMAIN

VENDING MACHINE

13 1

LOCKER AREA 01

5 14 11

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

NEW 2-TIER LOCKERS. REFER TO DWG. 4/A-204

STORAGE 04

WOMEN'S TOILET 06

ADA TOILET

usaarchitects.com

STORAGE 1

STORAGE 02

JAN. CLOSET 05

JAN. CLOSET OFFICE

LOCKER AREA

MEN'S TOILET

1 1

OFFICE 03

1 A-204

MEN'S TOILET 07

Andrew P. Adornato, AIA Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA Mark A. Coan, AIA Peter C. Campisano, AIA

ADA TOILET

2 1

7 6

17 9

15 BENCH

ALTERNATE #1 - TENNIS CENTER DEMOLITION PLAN

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

ALTERNATE #1 - TENNIS CENTER FLOOR PLAN SCALE: 1/4" = 1'-0"

STORAGE

LOCKER AREA 01

4 3

STORAGE 04

WOMEN'S TOILET LOCKER AREA

WS-1 HEIGHT VARIES

4 3

SLOPE UP

WOMEN'S TOILET 06

V.I.F.

4 3

APC-2 ±8'-3" A.F.F. V.I.F.

CEILING RIDGE

STORAGE

STORAGE 02

JAN. CLOSET

MEN'S TOILET

5 16

APC-1 ±8'-3" A.F.F. V.I.F.

4 3

PT-2 ±8'-3" A.F.F. V.I.F.

MEN'S TOILET 07

SLOPE UP

PT-2 ±8'-3" A.F.F. V.I.F.

OFFICE 03

OFFICE

JAN. CLOSET 05

APC-2 ±8'-3" A.F.F. V.I.F.

Signature & License No.

ALTERNATE #1 - TENNIS CENTER DEMOLITION CEILING PLAN

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

AI16116

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

ALTERNATE #1 - TENNIS CENTER CEILING PLAN SCALE: 1/4" = 1'-0"

RENOVATIONS TO THE

WELCOME CENTER AND TENNIS CENTER AT

BROOKDALE PARK TOWNSHIPS OF BLOOMFIELD AND MONTCLAIR

DEMOLITION KEY:

SELECTIVE ALTERNATE # 1 DEMOLITION LEGEND: EXISTING TO REMAIN

DEMOLITION SCOPE OF WORK ITEM TYPICAL THROUGHOUT ENTIRE ROOM / AREA

DEMOLITION SCOPE OF WORK ITEM AT A SPECIFIC LOCATION

REMOVE EXISTING FLOOR SYSTEM(S) IN THEIR ENTIRETY TO SUBSTRATE. PATCH AND REPAIR ADJACENT SURFACES TO RECEIVE NEW FINISHES.

REMOVE AND REPLACE EXISTING LOCKERS IN THEIR ENTIRETY IN SAME LOCATION. REFER TO DETAIL 4/A-204 FOR MORE INFORMATION.

REMOVE EXISTING CERAMIC WALL TILE IN ITS ENTIRETY TO SUBSTRATE. PATCH AND REPAIR ADJACENT SURFACES TO RECEIVE NEW FINISHES.

REMOVE AND STORE EXISTING VENDING MACHINE FOR REINSTALLATION.

REMOVE EXISTING CEILING SYSTEM(S) IN THEIR ENTIRETY. PATCH AND REPAIR ADJACENT SURFACES TO RECEIVE FINISHES.

REMOVE AND STORE EXISTING METAL BENCH AND ITS ACCESSORIES DURING DEMOLITION. REMOVE EXISTING BENCH FINISH AND PREPARE TO RECEIVE NEW FINISH.

REMOVE ALL LIGHTING FIXTURES AND ITS ACCESSORIES IN THEIR ENTIRETY. REFER TO M.E.P. DRAWINGS FOR MORE INFORMATION.

REMOVE EXISTING STOREFRONT SYSTEM, INCLUDING, BUT NOT LIMITED TO, DOOR, FRAME, GLAZING AND THEIR ACCESSORIES IN THEIR ENTIRETY. PATCH AND REPAIR ADJACENT SURFACES TO RECEIVE NEW DOOR SYSTEM.

REMOVE EXISTING PACKAGED THRU-WALL AIR CONDITIONER AND ALL ITS COMPONENTS IN THEIR ENTIRETY. PATCH WALL TO MATCH ADJACENT WALL CONSTRUCTION AND FINISHES. REFER TO M.E.P. DRAWINGS FOR MORE INFORMATION.

SCRAPE AND PAINT EXISTING WOOD BEAMS. REFER TO FINISH PLAN FOR MORE INFORMATION.

REMOVE AND DISCONNECT EXISTING PLUMBING FIXTURES AND COMPONENTS IN THEIR ENTIRETY. TEMPORARILY CAP ALL PIPING AS NECCESARY FOR NEW CONSTRUCTION. SAW CUT FLOOR AND/OR WALL TO ACCESS PIPING AS REQUIRED. PATCH AND REPAIR SURFACES TO MATCH ADJACENT FINISHES. REFER TO M.E.P. DRAWINGS FOR MORE INFORMATION.

REMOVE AND STORE EXISTING WOOD WINDOW SHUTTERS FOR REINSTALLATION. REMOVE EXISTING FINISH AND PREPARE TO RECEIVE NEW FINSH. REFER TO FINISH SCHEDULE FOR MORE INFORMATION.

TO BE REMOVED

GENERAL DEMOLITION NOTES: 1. CONTRACTOR MUST INSTALL AND MAINTAIN PLASTIC DUST BARRIERS DURING DEMOLITION AND CONSTRUCTION TO PROTECT THE GENERAL PUBLIC FROM DUST AND FUMES. LOCATE PARTITIONS REQUIRED TO PROTECT ADJACENT AREAS AND EQUIPMENT, AND CONTINUE EGRESS THROUGH THE SPACE. CONTRACTOR SHALL PROVIDE TEMPORARY EXIT WAYS AS REQUIRED BY LOCAL CODE ENFORCEMENT OFFICIAL DURING CONSTRUCTION. 2. DO NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH SPACE AND TO FULFILL THE INTENT OF THE WORK INDICATED BY THE CONTRACT DOCUMENTS. VERIFY ALL DIMENSIONS WITHIN THE CONTRACT LIMITS. BRING DEVIATIONS FROM THE CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. THE EXTENT OF DEMOLITION AND REMOVAL INCLUDES, BUT IS NOT LIMITED TO WORK SHOWN ON THE DRAWINGS. COORDINATE W/ MECHANICAL, ELECTRICAL, PLUMBING & STRUCTURAL DRAWINGS.

3/1/2018 2:41:34 PM

3. REMOVE ANY MISCELLANEOUS PROJECTIONS, HANGERS, BOLTS, SCREWS AND NAILS FROM EXISTING SURFACES TO REMAIN. PATCH AND PREPARE SURFACES TO RECEIVE NEW FINISH.

CEILING LEGEND

REMOVE EXISTING ELECTRIC HEATING AIR HANDLING UNIT, ITS COMPONENTS AND ACCESSORIES IN THEIR ENTIRETY. PATCH AND REPAIR WALL TO MATCH ADJACENT CONSTRUCTION AND FINISHES. REFER TO M.E.P. DRAWINGS FOR MORE INFORMATION.

APC-1/2 2' x 4' APC

PT-3 GYPSUM BOARD CEILING SYSTEM

2' x 4' LIGHT FIXTURE

PENDANT LIGHT FIXTURE

03.06.18

No.

Date

BID SET Issue or Revision

Drawing Title

REMOVE EXISTING TOILET ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TOILET PARTITIONS, BENCHES, SOAP DISPENSERS, PAPER TOWEL DISPENSERS, GRAB BARS, MIRRORS, ETC. PATCH AND REPAIR ADJACENT SURFACES TO RECEIVE NEW FINISHES.

4. PATCH AND REPAIR ALL ADJACENT SURFACES WHICH ARE AFFECTED BY THE DEMOLITION OR REMOVAL OF ACCESSORIES TO THEIR ORIGINAL FORM AND PREPARE FOR NEW FINISH. COORDINATE WITH FINISH DRAWINGS.

REMOVE AND REPLACE ANY AND ALL DAMAGED, CRACKED, ROATTING OR MISSING WOOD MOLDING THROUGHOUT SPACE. PATCH AND REPAIR TO MATCH ADJACENT SURFACES.

5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF CONSTRUCTION DEBRIS.

REMOVE EXISTING WALL HEATER AND COMPONENTS IN THEIR ENTIRETY. PATCH AND REPAIR ADJACENT SURFACES TO RECEIVE NEW FINISHES. REFER TO M.E.P. DRAWINGS FOR MORE INFORMATION.

6. BEFORE DEMOLITION BEGINS, CONTRACTOR SHALL COORDINATE SEQUENCE AND SCHEDULES FOR ALL WORK AND RELOCATION OR DISPOSAL OF ALL MATERIALS WITH OWNER.

SAND AND PREPARE EXISTING WOOD CEILING TO RECEIVE WOOD STAIN.

As indicated

REMOVE EXISTING DOOR, HARDWARE AND ACCESSORIES IN THEIR ENTIRETY. PREPARE FRAME FOR NEW FINISH AND INSTALLATION OF NEW DOOR. REFER TO DOOR SCHEDULE FOR MORE INFORMATION.

Drawing Date

ALTERNATE BID #1 - TENNIS CENTER FLOOR PLANS

Scale

7. DEMOLITION PLANS ARE DIAGRAMMATIC. PRIOR TO SUBMITTING BID, GENERAL CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND BRING ANY AREAS IN QUESTION TO THE ATTENTION OF THE ARCHITECT.

USA Project No.

2017-100 Drawing No.

03.06.18 Drawn By

Checked By

JS/JLG

ApA

A-200

ALTERNATE BID #1 - TENNIS BUILDING DOOR SCHEDULE

LKR-1 04 PT-1

APC-1

APC-2 FD

TD GB 5'-0"

BPT-1

NDU

CLEAR

NDU M

CT-1

JAN. CLOSET

JAN. CLOSET 3

STORAGE

MEN'S TOILET 07

GB 3' - 0" FD

EP-1

WB-1

PT-1

PT-1 8

EP-1

WB-1

PT-1

APC-1

PT-2

WS-1 WOOD CEILING PT-1

7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0"

1 E.T.R. E.T.R. E.T.R. E.T.R. E.T.R. E.T.R. E.T.R.

AL E.T.R. E.T.R. E.T.R. E.T.R. E.T.R. E.T.R. E.T.R.

07 08 09 10 11 12 09 12

ADA ACCESSIBLE DUTCH DOOR VERIFY ALL SIZES IN FIELD VERIFY ALL SIZES IN FIELD VERIFY ALL SIZES IN FIELD VERIFY ALL SIZES IN FIELD VERIFY ALL SIZES IN FIELD VERIFY ALL SIZES IN FIELD

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

DOOR WIDTH

EP-1

CTB-1

CT-4

APC-2

2" 3'-0"

usaarchitects.com

2" 11"

Andrew P. Adornato, AIA Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA Mark A. Coan, AIA Peter C. Campisano, AIA

DOOR WIDTH

WOOD BEAMS

1" TEMPERED INSULATED GLAZING

1" TEMPERED INSULATED GLAZING (TYP.)

DOOR WIDTH

MEN'S TOILET

WB-1

3'-0" 3'-0" 2'-0" 3'-0" 3'-0" 3'-0" 2'-0" 3'-0"

2" 11"

EP-1

AL SWC SWC SWC SWC SWC SWC SWC

5'-6"

5' - 0"

1' - 6"

PT-2

3' - 10"

5'0"

5' - 0"

WB-1

C B A A A A A A

2" 2"

5'-0"

CLEAR

GB SD

LOCKER AREA

EP-1

LOCKER AREA OFFICE STORAGE CLOSET STORAGE ROOM STORAGE ROOM WOMEN'S TOILET JANITOR'S CLOSET MEN'S TOILET

DOOR HEIGHT

OFFICE

1 2 3 4 5 6 7 8

7'-0"

WB-1

CTB-1

COMMENTS

EP-1

HEIGHT

HARDWARE SET

3'-8"

1' - 6"

ROOM NAME

FRAME ELEVATION MATERIAL

2'-8"

5' - 0"

STORAGE

DOOR ELEVATION MATERIAL WIDTH

DOOR NUMBER

4' - 0"

WOMEN'S TOILET

8'-0"

1' - 11"

VENDING MACHINE

DOOR HEIGHT

VENDING MACHINE

DOOR HEIGHT

0" ø 5'-

WOMEN'S TOILET 06 1" 1" 3'-0" 5' - 0"

5' - 4"

WEATHERPROOF FRONT LOCKING 19" x 38" OUTDOOR CORK BULLETIN BOARD. (BASIS OF DESIGN: OUTDOOR DISPLAY CASES, ITEM #TKM824)

TOILET ACCESSORY KEY GRAB BAR

MIRROR

WALL MOUNTED HAND DRYER

SOAP DISPENSER

TOILET PAPER DISPENSER

BABY CHANGING TABLE

FLOOR

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

BASE

WALL CEILING

TYPE 1 FRAME ELEVATION

ALTERNATE BID #1 - TENNIS CENTER DOOR AND FRAME ELEVATIONS SCALE: 1/4" = 1'-0"

ALTERNATE BID #1 - TENNIS CENTER FINISH SCHEDULE

ADA ACCESSIBLE BENCH

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

CEILING WS-1 PT-1 APC-1 APC-1 PT-1 APC-2 APC-2

COMMENTS WOOD BEAMS TO BE PT-1

SLOPED TOP, PROVIDE REQUIRED END PANELS AND MITERED CORNERS CLOTHES HOOK (TYP.)

CT-2 & CT-3 ACCENT; SEE DETAIL 4/A-9 CT-5 & CT-6 ACCENT; SEE DETAIL 4/A-9

DOUBLE-TIER METAL LOCKERS 15"W x 18"D.

FINISH

MANUFACTURER

STYLE

COLOR

SIZE

CONTINUOUS WOOD FURRING STRIPS

COMMENTS

FLOOR FINISHES ACRILYCON

DECOR SYSTEM

LIGHT GREY D1

SHELF

CT-1

CERAMIC WALL TILE

DAL-TILE

SEMI-GLOSS/MATTE GROUP 1 GOLDEN GRANITE 0138

6" x 6"

FIELD TILE - WOMEN'S

CT-2

CERAMIC WALL TILE

DAL-TILE

SEMI-GLOSS/MATTE GROUP 1 CORNSILK 0160

6" x 6"

ACCENT TILE - WOMEN'S

CT-3

CERAMIC WALL TILE

DAL-TILE

SEMI-GLOSS/MATTE GROUP 4 KEY LIME Q098

6" x 6"

ACCENT TILE - WOMEN'S

CT-4

CERAMIC WALL TILE

DAL-TILE

SEMI-GLOSS/MATTE GROUP 1 PEPPER WHITE 0147

6" x 6"

FIELD TILE - MEN'S

CT-5

CERAMIC WALL TILE

DAL-TILE

SEMI-GLOSS/MATTE GROUP 2 GARDEN SPOT 0141

6" x 6"

ACCENT TILE - MEN'S

CT-6

CERAMIC WALL TILE

DAL-TILE

SEMI-GLOSS/MATTE GROUP 2 BLACK K111

6" x 6"

ACCENT TILE - MEN'S

PT-1

PAINT

BENJAMIN MOORE

FLAT

DISTANT GREY OC-68

MAIN FIELD PAINT

PT-2

PAINT

BENJAMIN MOORE

FLAT

GREENMOUNT SILK HC-3

LOCKER AREA AND ACCENT PAINT

PROVIDE STANDARD END PANELS AS REQUIRED 3'-0"

8'-3"

WALL FINISHES

CT-1 /CT-4: FIELD TILE BRICKWORK PATTERN

6'-0"

CT-2 & CT-3 / CT-5 & CT-6: ACCENT TILES CHECKERBOARD PATTERN

EPOXY FLOORING

6'-0"

1'-6"

TAG

EP-1 1'-0"

FLOOR EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1

WALL LINE

ALTERNATE BID #1 - TENNIS CENTER FINISH MATERIAL LEGEND

APC-2: ACOUSTICAL PANEL CEILING (REFER TO CEILING PLANS)

6'-0"

FINISH BASE WALL WB-1 PT-2 WB-1 PT-1 WB-1 PT-1 WB-1 PT-1 WB-1 PT-1 CTB-1 CT-1 CTB-1 CT-4

3'-0"

ROOM NUMBER NAME 01 LOCKER AREA 02 STORAGE 03 OFFICE 04 STORAGE 05 JAN. CLOSET 06 WOMEN'S TOILET 07 MEN'S TOILET

ALTERNATE BID # 1 - TOILET ACCESSORY PLAN

ROOM #

ALTERNATE BID #1 -TENNIS CENTER FINISH FLOOR PLAN

TYPE C

DOOR ELEVATIONS

ROOM NAME

NDU SANITARY NAPKIN DISPOSAL

TYPE B

TYPE A

LOCKERS ABLE TO ACCEPT PADLOCKS (TYP.)

BASE FINISHES CTB-1

CERAMIC TILE BASE

DAL-TILE

COVE BASE A-3601

GOLDEN GRANITE 0138

6" x 6"

CTB-2

CERAMIC TILE BASE

DAL-TILE

COVE BASE A-3601

PEPPER WHITE 0147

6" x 6"

WB-1

VINYL BASE

JOHNSONITE

COVE BASE

PEBBLE 32

4" HIGH

INTEGRAL METAL BASE (TYP.) 4"

EP-1: EPOXY FLOORING

1'-6"

CEILING FINISHES

CERAMIC WALL TILE PATTERN (TYPICAL ALL WALLS)

1.) LOCKERS SHALL HAVE INTEGRAL METAL BASE. COORDINATE WITH LOCKER MANUFACTURER PRIOR TO INSTALLATION.

APC-1

ACOUSTIC PANEL CEILING

ARMSTRONG

FINE FISSURED; HIGH NRC 1755; 15/16 SQUARE LAY IN

WHITE

2'-0" x 4'-0"

APC-2

ACOUSTIC PANEL CEILING

ARMSTRONG

CERAMAGUARD UNPERFORATED; #605 - 15/16 SQUARE LAY-IN

WHITE

2'-0" x 4'-0"

PLAIN SLICED SELECT WHITE MAPLE

TO MATCH ARCHITECTS SAMPLE

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

WS-1

WOOD STAIN

SEE SPECIFICATIONS

LOCKER ELEVATION AND SECTION SCALE: 1" = 1'-0"

Signature & License No.

AI16116

DOOR & WINDOW FINISHES DWF-1

DOOR/WINDOW FRAME PAINT COLOR

PPG COATINGS PROTECTED

SEE SPECIFICATIONS

MEDIUM BRONZE

WD-1

WOOD

SEE SPECIFICATIONS

PLAIN SLICED SELECT

WHITE MAPLE - CLEAR

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

RENOVATIONS MISCELLANEOUS FINISHES TP-1

TOILET/URINAL PARTITION

SCRANTON PRODUCTS

HINEY HIDERS - ORANGE PEEL DESERT BEIGE

WOMEN'S TOILET ROOM

TP-2

TOILET/URINAL PARTITION

SCRANTON PRODUCTS

HINEY HIDERS - ORANGE PEEL BLACK

MEN'S TOILET ROOM

LKR-1

LOCKER COLOR

LIST INDUSTRIES

2-TIER ATHLETIC LOCKERS

BPT-1

BENCH PAINT

SEE SPECIFICATIONS

TO THE

WELCOME CENTER AND TENNIS CENTER

BASIL #735

COLOR TO MATCH LOCKER COLOR

TO MATCH ARCHITECTS SAMPLE

BROOKDALE PARK TOWNSHIPS OF BLOOMFIELD AND MONTCLAIR

BARRIER FREE LEGEND

1' - 8" 39" - 41" 4' - 6"

FRONT VIEW H.C. WATER CLOSET

SIDE VIEW H.C. WATER CLOSET

MOUNTING HEIGHT TOILET PAPER DISPENSER

SIDE VIEW SINK MOUNTING HEIGHT

SIDE VIEW LEG CLEARANCE

20" - 25"

10"

MAX

17" - 25"

2'-6"

15" MIN.

2'-0"

4'-0"MAX.

OPERABLE HANDLE

4' - 0" MAX. TO

3'-4"MAX.

> 27"

MAX

2' - 10"

MAX

03.06.18

No.

Date

BID SET Issue or Revision

BID #1 - TENNIS CENTER FINISH PLAN, ENLARGED TOILET PLANS & DOOR SCHEDULE Scale USA Project No.

10" - 24"

3' - 10"

MAX

2' - 10"

MAX

4' - 0"

UNOBSTRUCTED SIDE REACH

5' - 0"

MIN

4' - 0"

34" - 48"

2' - 7"

2' - 10"

2' - 1"

FRONT VIEW DOOR ACCESSORY MOUNTING HEIGHT

ALTERNATE Drawing Title < 80"

OBSTRUCTED FORWARD REACH

MIN

1' - 3"

MAX

4' - 0"

MAX

3' - 8"

MAX

4' - 0"

OBSTRUCTED FORWARD REACH

SIDE VIEW BABY CHANGING STATION

MAX

MIN

1' - 3"

MAX

4' - 0"

3/1/2018 10:36:54 AM

UNOBSTRUCTED FORWARD REACH

MAX

SIDE VIEW URINAL MOUNTING HEIGHT

SIDE VIEW TOE CLEARANCE 4" MAX

NOTE: ALL OPERABLE FIXTURES ARE REQUIRED TO BE MOUNTED WITHIN THE REACH RANGES INDICATED ABOVE

1' - 8"

1' - 5"

MIN

11" MIN INTERNATIONAL SYMBOL OF ACCESS

MIN

7" - 9"

2' - 3"

MAX

2' - 10"

2" MIN

MIN

16" - 18"

MIN

1' - 6"

MAX

BCT

1' - 3"

MIN

3' - 6"

17" - 19"

33" - 36"

MIN

1' - 0"

39" - 41"

MIN 2' - 0" 1' - 0"

MIN

33" - 36"

3' - 0"

RANGE OF TACTILE CHARACTER MOUNTING HEIGHT

As indicated Drawing Date

OBSTRUCTED SIDE REACH

PROTRUDING OBJECTS IN CIRCULATION PATHS

MIRROR

SOAP DISPENSER

HD HAND DRYER

TOILET PAPER DISPENSER

NDU

SANITARY NAPKIN DISPOSAL

2017-100 Drawing No.

03.06.18 Drawn By

Checked By

JS/JLG

ApA

A-204

+/- 7'-1"

7'-10"

+/- 7'-0"

HOLD EXISTING GAS METER TO REMAIN

2'-0"

4 P1 5

EXISTING ELECT. PANELS TO REMAIN

ELECTRICAL CLOSET 06

P1 WH

STORAGE/ MECHANICAL ROOM

4 3

BASEMENT HATCH

WELCOME CENTER 05

Andrew P. Adornato, AIA Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA Mark A. Coan, AIA Peter C. Campisano, AIA

PT-2 ±9'-9" A.F.F. V.I.F.

NEW CEILING ACCESS HATCH

4'-10"

2'-4" 2'-4"

WOMEN'S TOILET

MEN'S TOILET

3 FD

WOMEN'S TOILET 03

12 FD

MEN'S TOILET

PT-2 ±9'-9" A.F.F. V.I.F.

MECHANICAL ROOM 07

05 W1

NEW FLOOR HATCH

WOMEN'S TOILET

MECHANICAL ROOM 07

usaarchitects.com

1'-3"

PT-2 ±9'-9" A.F.F. V.I.F. WELCOME CENTER

ELECTRICAL CLOSET 06

+/- 16'-8"

STORAGE/MECHANICAL ROOM

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

PT-2 ±9'-9" A.F.F. V.I.F.

1 A-104

MEN'S TOILET 04 PT-2 ±9'-9" A.F.F. V.I.F.

2 6

6 7

CUSTODIAN CLOSET

6 5

WOMEN'S TOILET 03

CUSTODIAN CLOSET 02 MEN'S TOILET 04

2 VENDING MACHINE

CUSTODIAN CLOSET 02

VENDING MACHINE

VESTIBULE 01

VESTIBULE 13

VESTIBULE

11 1

4 11

VESTIBULE 01

PT-2 ±10'-0" A.F.F. V.I.F.

PT-3 ±9'-9" A.F.F. V.I.F.

7 14

Signature & License No.

AI16116

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

CONTRACTOR TO PROVIDE (14) PORTABLE TOILETS ("PORTA-POTTIES") FOR PUBLIC USE DURING CONSTRUCTION. CONTRACTOR IS TO MAINTAIN PORTABLE TOILETS THROUGHOUT PROJECT

RENOVATIONS TO THE

WELCOME CENTER DEMOLITION PLAN

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

WELCOME CENTER DEMOLITION CEILING PLAN

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

WELCOME CENTER PROPOSED FLOOR PLAN

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

WELCOME CENTER AND TENNIS CENTER

WELCOME CENTER PROPOSED CEILING PLAN SCALE: 1/4" = 1'-0"

BROOKDALE PARK TOWNSHIPS OF BLOOMFIELD AND MONTCLAIR

DEMOLITION KEY:

SELECTIVE DEMOLITION LEGEND: EXISTING TO REMAIN

TO BE REMOVED

3/1/2018 10:34:23 AM

3. REMOVE ANY MISCELLANEOUS PROJECTIONS, HANGERS, BOLTS, SCREWS AND NAILS FROM EXISTING SURFACES TO REMAIN. PATCH AND PREPARE SURFACES TO RECEIVE NEW FINISH.

DEMOLITION SCOPE OF WORK ITEM TYPICAL THROUGHOUT ENTIRE ROOM / AREA

DEMOLITION SCOPE OF WORK ITEM AT A SPECIFIC LOCATION

TRUSS STRUCTURE ABOVE GYPSUM BOARD CEILING AS SPECIFIED

REMOVE EXISTING FLOOR SYSTEM(S) IN THEIR ENTIRETY TO SUBSTRATE. PATCH AND REPAIR ADJACENT SURFACES TO RECEIVE NEW FINISHES.

REMOVE EXISTING CERAMIC WALL TILE IN ITS ENTIRETY TO SUBSTRATE. PATCH AND REPAIR ADJACENT SURFACES TO RECEIVE NEW FINISHES.

REMOVE AND STORE EXISTING VENDING MACHINE. REINSTALL AT COMPLETION.

REMOVE EXISTING CEILING SYSTEM(S) TO UNDERSIDE OF ROOF TRUSS IN THEIR ENTIRETY. PATCH AND REPAIR ADJACENT SURFACES TO RECEIVE FINISHES.

REMOVE AND REPLACE EXISTING GATE AND ACCESSORIES IN THIER ENTIRETY. PATCH AND REPAIR ADJACENT SURFACES TO RECIEVE NEW GATE SYSTEM.

REMOVE ALL LIGHTING FIXTURES, CEILING FANS AND ACCESSORIES IN THEIR ENTIRETY. COORDINATE WITH M.E.P. DRAWINGS.

REMOVE EXISTING FLOOR DRAIN STRAINER IN ITS ENTIRETY; MAINTAIN EXISTING FLOOR DRAIN. INSTALL NEW FLOOR DRAIN STRAINER. REFER TO M.E.P. DRAWINGS FOR MORE INFORMATION.

WALL BASE AS, BOTH SIDES

SUBFLOOR

REMOVE EXISTING TOILET ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TOILET PARTITIONS, SOAP DISPENSERS, PAPER TOWEL DISPENSERS, GRAB BARS, MIRRORS, ETC. PATCH AND REPAIR ADJACENT SURFACES TO RECEIVE NEW FINISHES.

4. PATCH AND REPAIR ALL ADJACENT SURFACES WHICH ARE AFFECTED BY THE DEMOLITION OR REMOVAL OF ACCESSORIES TO THEIR ORIGINAL FORM AND PREPARE FOR NEW FINISH. COORDINATE WITH FINISH DRAWINGS.

REMOVE AND REPLACE EXISTING WATER HEATER AND ITS COMPONENTS IN ITS ENTIRETY. REFER TO M.E.P. DRAWINGS FOR MORE INFORMATION.

5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF CONSTRUCTION DEBRIS.

REMOVE EXISTING FLOOR HATCH, FRAME AND ACCESSORIES IN THEIR ENTIRETY. PREPARE ADJACENT SURFACES FOR INSTALLATION OF NEW FLOOR HATCH.

6. BEFORE DEMOLITION BEGINS, CONTRACTOR SHALL COORDINATE SEQUENCE AND SCHEDULES FOR ALL WORK AND RELOCATION OR DISPOSAL OF ALL MATERIALS WITH OWNER.

REMOVE EXISTING WINDOW SYSTEM AND ALL COMPONENTS IN THEIR ENTIRETY. PATCH AND REPAIR ADJACENT SURFACES TO RECEIVE NEW WINDOW SYSTEM.

REMOVE EXISTING DOOR, HARDWARE AND ACCESSORIES IN THEIR ENTIRETY. PREPARE FRAME FOR NEW FINISH AND INSTALLATION OF NEW DOOR. REFER TO DOOR SCHEDULE FOR MORE INFORMATION.

CONTINUOUS METAL STUD TOP RUNNER

REMOVE EXISTING CEILING TRIM IN ITS ENTIRETY. PATCH AND REPAIR ADJACENT SURFACES TO RECEIVE NEW FINISHES. REFER TO FINISH SCHEDULE FOR MORE INFORMATION. ONE LAYER GYPSUM BOARD, EACH SIDE

CONTINUOUS METAL STUD BOTTOM RUNNER

CEILING LEGEND PT-2 PAINTED GYPSUM BOARD CEILING SYSTEM

EXTERIOR CEILING MOUNTED LIGHT FIXTURE

PT-3 PAINTED SOFFIT BOARD CEILING SYSTEM

CEILING MOUNTED LIGHT FIXTURE

SEALANT BOTH SIDES

NEW 24" x 24" CEILING ACCESS DOOR (LOCATION IS EXISTING TO REMAIN)

03.06.18

No.

Date

WELCOME CENTER FLOOR PLANS

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

Issue or Revision

Drawing Title

3 5/8" 20 GAUGE METAL STUD @ 16" O.C. AND 5/8" GYPSUM BOARD BOTH SIDES TO UNDERSIDE OF STRUCTURE

BID SET

Scale

USA Project No.

As indicated Drawing Date

2017-100 Drawing No.

03.06.18 Drawn By

Checked By

JS/JLG

ApA

A-100

+/- 10'-5"CLEAR

(V.I.F.)

NDU

3' - 0"

NDU

ELECTRICAL CLOSET 06

3' - 0"

1" 2'-11" 1"

2' - 10"

TD NDU

WB-1

PT-1

PT-2

05 1"

TAG

MECHANICAL ROOM 07

WB-1

EP-1

WB-1

EP-1

PT-1

PT-2

PT-1

PT-2

WALL FINISHES

TRM-1 FINISH ALL WALLS THIS ROOM

NEW FLOOR HATCH

TRM-1 FINISH ALL WALLS THIS ROOM

2' - 6"

MEN'S TOILET 04

ADA TOILET

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

CT-2 & CT-3 ACCENT; SEE DETAIL 4/A-104 CT-2 & CT-3 ACCENT; SEE DETAIL 4/A-104

usaarchitects.com Andrew P. Adornato, AIA Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA Mark A. Coan, AIA Peter C. Campisano, AIA

MANUFACTURER

STYLE

COLOR

SIZE

COMMENTS

EPOXY FLOORING

ACRILYCON

DECOR SYSTEM

LIGHT GREY D1

CT-1

CERAMIC WALL TILE

DAL-TILE

SEMI-GLOSS/MATTE GROUP 1

GOLDEN GRANITE 0138

6" x 6"

FIELD TILE - WOMEN'S

CT-2

CERAMIC WALL TILE

DAL-TILE

SEMI-GLOSS/MATTE GROUP 1

CORNSILK 0160

6" x 6"

ACCENT TILE - WOMEN'S

CT-3

CERAMIC WALL TILE

DAL-TILE

SEMI-GLOSS/MATTE GROUP 4

KEY LIME Q098

6" x 6"

ACCENT TILE - WOMEN'S

CT-4

CERAMIC WALL TILE

DAL-TILE

SEMI-GLOSS/MATTE GROUP 1

PEPPER WHITE 0147

CT-5

CERAMIC WALL TILE

DAL-TILE

SEMI-GLOSS/MATTE GROUP 2

GARDEN SPOT 0141

6" x 6"

ACCENT TILE - MEN'S

CT-6

CERAMIC WALL TILE

DAL-TILE

SEMI-GLOSS/MATTE GROUP 2

BLACK K111

6" x 6"

ACCENT TILE - MEN'S

PT-1

PAINT

BENJAMIN MOORE

FLAT

DISTANT GREY OC-68

FIELD TILE - MEN'S

MAIN FIELD PAINT

BASE FINISHES

2' - 9"

FINISH

EP-1

2' - 6"

WOMEN'S TOILET 03

2' - 2"

COMMENTS

FLOOR FINISHES

M SD

CEILING PT-2 PT-2 PT-2 PT-2 PT-2 PT-2 PT-2

WELCOME CENTER FINISH MATERIAL LEGEND

NDU

EP-1

WELCOME CENTER

2'-7"

3' - 0"

2'-7"

2'-11"

NDU

FINISH BASE WALL E.T.R. PT-1 WB-1 PT-1 CTB-1 CT-1 CTB-2 CT-4 WB-1 PT-1 WB-1 PT-1 WB-1 PT-1

FLOOR EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1

2'-11"

3' - 0" 3' - 0"

2'-11"

TD 2' - 11" 3' - 0"

2'-11"

NDU

2' - 8"

2'-11"

5 TD

ROOM NUMBER NAME 01 VESTIBULE 02 CUSTODIAN CLOSET 03 WOMEN'S TOILET 04 MEN'S TOILET 05 WELCOME CENTER 06 ELECTRICAL CLOSET 07 MECHANICAL ROOM

1" 2'-11"

3' - 0"

2'-11"

WELCOME CENTER FINISH SCHEDULE

1" 2'-11"

3' - 0"

3' - 0" 5' - 0"

1" 2'-11"

CLEAR

GB 5' - 0"

CLEAR

NDU

ADA TOILET

5'-0"

4'-11 1/2"

1' - 6"

ADA TOILET

1' - 6"

+/- 10'-5" CLEAR

CTB-1

CERAMIC TILE BASE

DAL-TILE

COVE BASE A-3601

GOLDEN GRANITE 0138

6" x 6"

CTB-2

CERAMIC TILE BASE

DAL-TILE

COVE BASE A-3601

PEPPER WHITE 0147

6" x 6"

WB-1

VINYL BASE

ARMSTRONG

COVE BASE

PEBBLE 32

4" HIGH

HD +/- 5'-3" CLEAR (V.I.F.)

CEILING FINISH

CUSTODIAN CLOSET 02

TOILET ACCESSORY KEY +/- 5'-5" CLEAR (V.I.F.)

GRAB BAR

MIRROR

PT-2

PAINT

BENJAMIN MOORE

FLAT

DISTANT GREY

CEILING AND CEILING HATCH

PT-3

PAINT

BENJAMIN MOORE

FLAT

DISTANT GREY

CEILING AND CEILING HATCH

NDU SANITARY NAPKIN DISPOSAL

VESTIBULE 01

WALL MOUNTED HAND DRYER

SOAP DISPENSER

TOILET PAPER DISPENSER

BABY CHANGING TABLE

DOOR FINISHES DF-1

DOOR FRAME PAINT COLOR

PPG COATINGS PROTECTED

SEE SPECIFICATIONS

MEDIUM BRONZE

WD-1

WOOD

SEE SPECIFICATIONS

PLAIN SLICED SELECT

WHITE MAPLE - CLEAR

MISCELLANEOUS FINISHES TP-1

TOILET/URINAL PARTITION

BRADLEY

POWDER COATED STEEL PARTITIONS

ALMOND

WOMEN'S TOILET ROOM

TP-2

TOILET/URINAL PARTITION

BRADLEY

POWDER COATED STEEL PARTITIONS

BLACK

MEN'S TOILET ROOM

TRM-1

CEILING CORNER TRIM

PVC TRIM - SMOOTH

WHITE

MEN'S TOILET

1" x 63"

04 CTB-2

CT-4

PT-2

WELCOME CENTER DOOR SCHEDULE

TRM-1 FINISH ALL WALLS THIS ROOM

WELCOME CENTER TOILET PLAN

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

DOOR NUMBER 1 2 3 4 5

WOMEN'S TOILET 03 EP-1

CTB-1

CT-1

PT-2

PT-2: GYPSUM BOARD CEILING SYSTEM (REFER TO CEILING PLANS)

TRM-1 FINISH ALL WALLS THIS ROOM

6 7

ELEVATION A A A AA AA A AA

STL STL

3'-0" 5'-8"

HEIGHT 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0"

EP-1

WB-1

PT-1

PT-2

DOOR WIDTH+4" (V.I.F.) 2" 2" 2" EQUAL EQUAL

VENDING MACHINE

DOOR WIDTH

DOOR WIDTH +4"

1" TEMPERED INSULATED GLAZING (TYP.)

PT-2

CERAMIC WALL TILE PATTERN (TYPICAL ALL WALLS)

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

TYPE A ROOM #

WELCOME CENTER FINISH FLOOR PLAN

FLOOR

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

TYPE 1

WALL CEILING

DOOR AND FRAME ELEVATIONS SCALE: 1/4" = 1'-0"

TYPE 2

TO THE

TYPE 3

WELCOME CENTER AND TENNIS CENTER

FRAME ELEVATIONS

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

BROOKDALE PARK

FRONT VIEW H.C. WATER CLOSET

SIDE VIEW H.C. WATER CLOSET

MOUNTING HEIGHT TOILET PAPER DISPENSER

SIDE VIEW SINK MOUNTING HEIGHT

SIDE VIEW LEG CLEARANCE

20" - 25"

10"

MAX

5' - 0"

MIN

4' - 0"

34" - 48"

2' - 1"

2' - 7"

SIDE VIEW BABY CHANGING STATION

FRONT VIEW DOOR ACCESSORY MOUNTING HEIGHT

03.06.18

No.

Date

Issue or Revision

CENTER FINISH PLAN, TOILET PLANS & DOOR SCHEDULE 2'-6"

2'-0"

15" MIN.

4'-0"MAX.

OPERABLE HANDLE

4' - 0" MAX. TO

3'-4"MAX.

> 27"

MAX

2' - 10"

MAX

3' - 10"

MAX

2' - 10"

MAX

4' - 0"

UNOBSTRUCTED SIDE REACH

BID SET

Drawing Title WELCOME

10" - 24"

< 80"

OBSTRUCTED FORWARD REACH

MIN

1' - 3"

MAX

4' - 0"

MAX

3' - 8"

MAX

2' - 10"

SIDE VIEW URINAL MOUNTING HEIGHT

SIDE VIEW TOE CLEARANCE

MAX

MIN

OBSTRUCTED FORWARD REACH

MAX

MIN

17" - 25"

4" MAX

NOTE: ALL OPERABLE FIXTURES ARE REQUIRED TO BE MOUNTED WITHIN THE REACH RANGES INDICATED ABOVE

1' - 8"

1' - 5"

MIN

7" - 9"

2' - 3"

MAX

2' - 10"

2" MIN

MIN

16" - 18"

1' - 3"

MIN

BCT

MIN

MAX

1' - 6"

3' - 6"

39" - 41"

1' - 0"

33" - 36"

MIN

RANGE OF TACTILE CHARACTER MOUNTING HEIGHT

MIN

MIN 2' - 0" 1' - 0"

4' - 0"

BASE

39" - 41"

17" - 19"

33" - 36"

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

1' - 8"

11" MIN

MAX

TYPE AA

DOOR ELEVATIONS

ROOM NAME

4' - 6"

UNOBSTRUCTED FORWARD REACH

AI16116

TOWNSHIPS OF BLOOMFIELD AND MONTCLAIR

BARRIER FREE LEGEND

INTERNATIONAL SYMBOL OF ACCESS

Signature & License No.

RENOVATIONS WEATHERPROOF FRONT LOCKING 19" x 38" OUTDOOR CORK BULLETIN BOARD. (BASIS OF DESIGN: OUTDOOR DISPLAY CASES, ITEM #TKM824)

MIN

+/- 8'-0" V.I.F.

DOOR HEIGHT

PT-1

DOOR HEIGHT +2"

E.T.R.

DOOR HEIGHT +2"

EP-1

3 DOOR HEIGHT

6'-0"

CT-1 / CT-4: FIELD TILE BRICKWORK PATTERN

TRM-1 FINISH ALL WALLS THIS ROOM

DOOR HEIGHT

VESTIBULE

EP-1: EPOXY FLOORING

1' - 3"

(V.I.F.)

+/- 9'-9" (V.I.F.)

2 VENDING MACHINE

VERIFY ALL SIZES IN FIELD

+/- 2'-0" V.I.F.

TRM-1 FINISH ALL WALLS THIS ROOM

CT-2 & CT-3 / CT-5 & CT-6: ACCENT TILES CHECKERBOARD PATTERN

3' - 0"

05 03

4' - 0"

HM HM

COMMENTS VERIFY ALL SIZES IN FIELD; COLOR TO MATCH FRAME VERIFY ALL SIZES IN FIELD; COLOR TO MATCH FRAME VERIFY ALL SIZES IN FIELD; COLOR TO MATCH FRAME VERIFY ALL SIZES IN FIELD; COLOR TO MATCH FRAME

3/1/2018 10:34:26 AM

1 3

HARDWARE SET 01 02 01 03 04

CUSTODIAN CLOSET

CT-1 / CT-4: FIELD TILE BRICKWORK PATTERN

FRAME ELEVATION MATERIAL E.T.R. E.T.R. E.T.R. E.T.R. E.T.R. E.T.R. E.T.R. E.T.R. 2 HM

2" 2'-2"

3'-0"

TRM-1 1" x 3" PVC TRIM

1'-0"

ROOM NAME WOMEN'S TOILET JANITOR'S CLOSET MEN'S TOILET WELCOME CENTER ELECTRICIAL CLOSET MECH ROOM VESTIBULE

DOOR MATERIAL WIDTH STL 3'-0" STL 3'-0" STL 3'-0" STL 6'-0" STL 6'-0"

+/- 9'-6" (V.I.F.)

EP-1

Scale

USA Project No.

As indicated Drawing Date

OBSTRUCTED SIDE REACH

PROTRUDING OBJECTS IN CIRCULATION PATHS

MIRROR

SOAP DISPENSER

HD HAND DRYER

TOILET PAPER DISPENSER

NDU

SANITARY NAPKIN DISPOSAL

2017-100 Drawing No.

03.06.18 Drawn By

Checked By

JS/JLG

APA

A-104

PRINCIPAL'S AREA ALTERATIONS OF

NUVIEW ACADEMY ANNEX

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

FOR THE

E.S.C. OF N.J

usaarchitects.com Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

1690 Stelton Rd, Piscataway, NJ

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

DRAWING LIST PROJECT LOCATION:

SYMBOL LEGEND

1690 STELTON ROAD PISCATAWAY, TWP, NJ 08854

DESIGN TEAM ARCHITECT

NORTH ARROW

Room Name ROOM TAG

101

ELEVATION / SECTION MARK SPOT ELEVATION

VIEW NAME SCALE: 1/8" = 1'-0" 1 A-101

TITLE SHEET GENERAL NOTES PARTIAL EGRESS PLANS DEMOLITION PLANS DOOR SCHEDULE + DETAILS

OFFICE ADDRESS PHONE # MEP

REVISION TAG

A-001 A-002 A-011 A-050 A-600

USA ARCHITECTS PLANNERS + INTERIOR DESIGNERS, P.A.

SIM

A-101

ARCHITECTURAL

TITLE MARK

STRUNK-ALBERT ENGINEERING

SIM DETAIL MARK

BL-1

INTERIOR WINDOW TAG

CW2

WINDOW TAG

101

DOOR TAG

WALL TAG

804 SEVEN BRIDGES ROAD, EAST STROUDSBURG, PA 18301

Signature & License No.

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

LOCATION MAP SCALE: N.T.S.

PRINCIPAL'S AREA ALTERATIONS OF

NUVIEW ACADEMY ANNEX FOR THE

E.S.C. OF N.J 1690 Stelton Rd, Piscataway, NJ

No.

Date

Issue or Revision

Drawing Title

8/29/2017 10:50:51 AM

TITLE SHEET Scale

USA Project No.

As indicated Drawing Date

2017-070 Drawing No.

08.25.17 Drawn By

Checked By

A-001

CSI DIVISION DIVISION 00 PROCUREMENT

00.02 PRODUCT MANUFACTURERS IN CONJUNCTION WITH SUBCONTRACTORS AND PRIME CONTRACTOR(S) ARE RESPONSIBLE FOR ALL COMPONENTS AND CALCULATIONS AND/OR CERTIFICATIONS OF THEIR PRODUCT AND FOR PROVIDING COMPLETE SYSTEMS/ASSEMBLIES TO MEET THE DESIGN INTENT OF THE PROJECT. 00.03 THE BIDDER/CONTRACTOR IS REQUIRED TO VISIT THE SITE & EXAMINE THE EXISTING CONDITIONS TO HIS COMPLETE SATISFACTION PRIOR TO BIDDING. THE BIDDER/CONTRACTOR SHALL COMPARE THE EXISTING CONDITIONS TO THE DESIGN INTENT OF THE CONTRACT DOCUMENTS & SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY/ALL DISCREPANCIES BEFORE SUBMITTING A BID. FAILURE TO DO SO WILL PLACE THE BURDEN OF RESPONSIBILITY ON THE CONTRACTOR TO PERFORM THE WORK AS INTENDED BY THE CONTRACT DOCUMENTS, AT NO ADDITIONAL COST TO THE OWNER. DIVISION 01 AVAILABLE INFORMATION

TEMPORARY FACILITIES & ACCESS

PRODUCT REQUIREMENTS

01.03 ALL DIMENSIONS INDICATED ON THE CONSTRUCTION DOCUMENTS, OF EXISTING CONDITIONS, ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR(S) PRIOR TO SUBMITTING A BID. GENERAL REQUIREMENTS

EXECUTION REQUIREMENTS

01.05 THE CONTRACTOR(S) SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES HAVING JURISDICTION OVER THE PROJECT. THE CONTRACTOR(S) SHALL OBTAIN PERMITS & GIVE NOTICES TO SUCH AGENCIES IN AMPLE TIME FOR OFFICIALS TO CONDUCT INSPECTIONS AND OBTAIN TIMELY APPROVALS. FAILURE TO COMPLY WILL SOLELY BE THE RESPONSIBILITY OF THE CONTRACTOR(S).

01.22 EACH PRIME CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING & BRACING TO SUPPORT EXISTING OR NEW CONSTRUCTION NOT FULLY SET UNTIL PERMANENT SUPPORTS ARE ERECTED. TAKE ALL NECESSARY MEASURES TO PREVENT COLLAPSE OF ANY ELEMENT OF NEW OR EXISTING CONSTRUCTION. 01.23 EACH PRIME CONTRACTOR SHALL FIRE STOP/SMOKE PROOF ANY/ALL PENETRATIONS AS REQUIRED TO MAINTAIN THE DESIGNATED FIRE RATING/SMOKE PROOFING OF THE CONSTRUCTION WHETHER EXISTING OR NEW. THE GENERAL CONTRACTOR SHALL ALSO EXTEND RATED CONSTRUCTION TO MAINTAIN CONTINUITY OF SAME THROUGH CONCEALED SPACES (VERTICAL & HORIZONTAL) AS REQUIRED.

01.08 ALL INFORMATION FOR ALL TRADES CONTAINED WITHIN THE CONSTRUCTION DOCUMENTS SHALL BE USED TOGETHER & IN CONCERT WITH ONE ANOTHER AS A WHOLE BODY OF INFORMATION FOR THE PROJECT. THE DRAWINGS & PROJECT MANUAL ARE COMPLEMENTARY & WHAT IS REQUIRED BY ONE, SHALL BE REQUIRED BY BOTH. NEITHER THE PRIME CONTRACTOR(S) NOR ANY SUBCONTRACTOR(S) SHALL BE RELIEVED OF THE RESPONSIBILITY TO PROVIDE ALL ITEMS REQUIRED BY THE INFORMATION & DESIGN INTENT INDICATED & IMPLIED. IN THE EVENT OF CONFLICTS BETWEEN DOCUMENTS, THE GREATER QUANTITY OR HIGHER QUALITY OF WORK SHALL PREVAIL AND BE PROVIDED.

01.25 DETAILS & SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS & ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. DETAILS NOTED "TYPICAL" IMPLY ALL "LIKE-CONDITIONS" ARE TO BE TREATED SIMILARLY. 01.26 WORK NOT INDICATED IN PART OF THE DRAWING, BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST.

01.09 ALL ITEMS LABELED "EXISTING" ARE EXISTING "TO REMAIN" UNLESS OTHERWISE INDICATED. ITEMS NOT LABELED "EXISTING" ARE TO BE PROVIDED. THE TERM "PROVIDE" SHALL MEAN FURNISH & INSTALL AS IT IS USED THROUGHOUT THE CONTRACT DOCUMENTS. 01.10 THE SCOPE OF THIS SINGLE OVERALL PRIME CONTRACT INCLUDES ALL THE WORK AS INDICATED ON THE DRAWINGS AND IN THE PROJECT MANUAL. THE SINGLE OVERALL PRIME CONTRACTOR BEARS SOLE SOURCE RESPONSIBILITY FOR THE DELIVERY OF THE PROJECT TO 100% COMPLETION.

01.28 UNLESS OTHERWISE INDICATED: CUTTING AND PATCHING (EXCEPT FOR FINISHES) IS TO BE PERFORMED BY THE PRIME CONTRACTOR REQUIRING CUTTING AND PATCHING, WHETHER AS SELECTIVE DEMOLITION, OR AS A MEANS OF ACCESSING OR CORRECTING UNSATISFACTORY WORK. PATCHING OF THE SUBSTRATE IS ALSO THE WORK OF THAT PRIME CONTRACTOR, HOWEVER THE PATCHING OF ALL FINISHES EXPOSED TO VIEW IS TO BE DONE BY THE GENERAL CONTRACTOR USING SKILLED TRADESMAN TRAINED FOR PATCHING THE PARTICULAR FINISH INVOLVED.

SUBMITTALS AND SUBSTITUTIONS

01.29 THE PROJECT HAS BEEN DESIGNED TO MEET A CERTAIN PROFESSIONAL STANDARD AND PRODUCTS HAVE BEEN SELECTED TO MEET SUCH STANDARDS. THE PRODUCTS SPECIFIED ARE THE PRODUCTS INTENDED TO BE USED. IN THE EVENT THAT SUBSTITUTIONS ARE SUBMITTED FOR REVIEW, A PROPER COMPARATIVE INFORMATION SHEET SHALL ALSO BE SUBMITTED. ALL REQUESTS FOR SUBSTITUTION SHALL BE MADE WITHIN THE FIRST 90 DAYS AFTER THE CONTRACTOR HAS BEEN AWARDED THE CONTRACT FOR CONSTRUCTION. NO SUBSTITUTION WILL BE CONSIDERED AFTER THIS PERIOD.

Use only one SUMMARY OF WORK option (above or below) as applicable. Delete the non-applicable option. SUMMARY WORK (MULTIPLE PRIME CONTRACTS) PROJECT COORDINATION (SINGLE OVERALL PRIME CONTRACT)

01.10 THE WORK OF THIS PROJECT IS DIVIDED INTO VARIOUS PRIME CONTRACTS. PRIME CONTRACTS ARE SEPARATE CONTRACTS WITH THE OWNER REPRESENTING SIGNIFICANT PORTIONS OF THE WORK. THE DIVISION OF RESPONSIBILITY FOR EACH PRIME CONTRACT IS NOT INDICATED BY THE ORGANIZATION OF THE DRAWINGS OR THE SPECIFICATIONS, BUT IS GIVEN IN THE PROJECT MANUAL IN THE SECTION TITLED "SUMMARY OF WORK". 01.11 THE SINGLE OVERALL PRIME CONTRACTOR BEARS SOLE SOURCE RESPONSIBILITY FOR THE COORDINATION OF THE ACTIVITIES OF ALL SUBCONTRACTORS, SUB-SUBCONTRACTORS, MATERIAL SUPPLIERS, AND ALL PARTIES INVOLVED IN THE EXECUTION OF THE PROJECT. Use only one PROJECT COORDINATION option (above or below) as applicable. Delete the non-applicable option. 01.11 THE GENERAL CONTRACTOR BEARS SPECIAL RESPONSIBILITIES AS THE PRINCIPAL PROJECT COORDINATOR AS IT PERTAINS TO THE ACTIVITIES OF ALL PRIME CONTRACTORS, AS INDICATED IN THE PROJECTS MANUAL UNDER THE SECTION TITLED "PROJECT COORDINATION".

PROJECT COORDINATION (MULTIPLE PRIME CONTRACTS)

QUALITY REQUIREMENTS

01.12 ENGINEERING DRAWINGS (STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, COMMUNICATIONS, AND SECURITY SYSTEM DRAWINGS, ETC.) ARE SHOWN DIAGRAMMATICALLY AND ARE NOT TO SCALE, NOR DO THEY SHOW THE EXACT LOCATION OF THEIR COMPONENTS. THE EXACT LOCATION AND CLEARANCES FOR EACH SUCH SYSTEM OF COMPONENTS SHALL BE COORDINATED BY THE CONTRACTOR(S). ALL PRIME CONTRACTORS, PRIOR TO PURCHASE, FABRICATION, OR INSTALLATION OF THESE ITEMS SHALL PREPARE COORDINATION DRAWINGS SHOWING THE DIFFERENT TRADES BY COLORS AND SHALL CONDUCT A COORDINATION MEETING WITH ALL OTHER CONTRACTOR(S) AFFECTED FOR A TOTAL UNDERSTANDING OF THE DESIGN INTENT. THE ARCHITECTS AND THE ENGINEERS(S) SHALL BE INVITED TO ATTEND THIS MEETING AND OFFER INPUT PRIOR TO ANY WORK BEING FABRICATED OR INSTALLED. 01.13 THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, LABOR, SERVICES, ETC. TO COMPLETE THE ENTIRE WORK IN A MANNER ACCEPTABLE TO THE OWNER AND THE ARCHITECT. IT IS UNDERSTOOD THAT NOT EVERY DETAIL OR DIMENSION IS SHOWN IN THE CONTRACT DOCUMENTS, NOR ARE THEY NECESSARY FOR THE CONTRACTOR(S) TO PROVIDE A QUALITY PRODUCT. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR INFORMATION (R.F.I.) IF NEEDED TO CLARIFY THE INTENT OF ANY DETAIL OR OTHER INFORMATION. HOWEVER, SUCH REQUEST FOR INFORMATION SHALL NOT CONSTITUTE A CHANGE IN THE SCHEDULE, OR IN THE CONTRACT AMOUNT. NO WORK SHOULD BE INSTALLED IF THE CONTRACTOR IS UNSURE OF THE DESIGN INTENT. INSTALLATION OF ANY WORK THAT DOES NOT COMPLY WITH THE DESIGN INTENT, AS DETERMINED BY THE ARCHITECT, SHALL BE SUBJECT TO REPLACEMENT AT THE CONTRACTOR'S EXPENSE.

01.20 MISCELLANEOUS WOOD, COLD FORMED, OR ROLLED STEEL SHAPES, WHETHER BLOCKING OR SUB-FRAMING WHICH ARE REQUIRED FOR THE INSTALLATION OF OTHER ITEMS NECESSARY FOR A COMPLETE PACKAGE SHALL BE PROVIDED WHETHER OR NOT SPECIFICALLY INDICATED ON THE DRAWINGS. 01.21 DIMENSIONS GIVEN FOR MASONRY OPENINGS ARE NOMINAL. GENERAL CONTRACTOR(S) SHALL COORDINATE THE FABRICATION OF DOOR, WINDOW, AND VISION PANEL FRAMES AND OTHER ITEMS TO BE INSTALLED IN MASONRY TO ACCOMMODATE ACTUAL DIMENSIONS VERIFIED IN THE FIELD WITH AND WITHOUT MORTAR JOINTS AS THEY OCCUR.

01.06 THE CONTRACTOR(S) SHALL PROVIDE PROTECTION FOR THE PUBLIC, OWNER'S STAFF, AND CONSTRUCTION WORKERS IN AND AROUND THE CONSTRUCTION AREA & ADJACENT PROPERTY. ADEQUATE BARRIERS & SIGNAGE SHALL BE PROVIDED TO EXERCISE CONTROL OF SAFE INGRESS & EGRESS OF PREMISES. FIRE EXITS SHALL NOT BE BLOCKED. PROPER SITE SECURITY DURING WORKING & OFF-HOURS SHALL BE MAINTAINED. BARRICADE ALL UNSAFE OR POTENTIALLY DANGEROUS CONDITIONS. THE CONTRACTOR(S) SHALL FOLLOW O.S.H.A. STANDARDS DURING THE COURSE OF THE PROJECT.

SUMMARY WORK (SINGLE OVERALL PRIME CONTRACT)

01.30 THE PRIME CONTRACTOR SHALL PROVIDE ALL REQUIRED SCHEDULES, SUCH AS BUT NO LIMITED TO: SUBMISSION SCHEDULE, CONSTRUCTION SCHEDULE, & SCHEDULE OF VALUES PRIOR TO SUBMISSION OF THE FIRST APPLICATION FOR PAYMENT. NO APPLICATION FOR PAYMENT WILL BE APPROVED BY THE ARCHITECT UNTIL THIS PREREQUISITE IS COMPLIED WITH PROPERLY. 01.31 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SUFFICIENTLY IN ADVANCE OF THE WORK TO ALLOW PROPER TIME FOR REVIEW. MATERIALS SHALL NOT BE FABRICATED OR DELIVERED TO THE SITE BEFORE THE SHOP DRAWINGS HAVE BEEN APPROVED. 01.32 SHOP DRAWINGS SHALL BE REVIEWED BY THE ARCHITECT/ENGINEER FOR BASIC CONFORMANCE TO THE DESIGN INTENT ONLY AFTER PRIOR APPROVAL BY THE RESPONSIBLE PRIME CONTRACTOR. THIS REVIEW DOES NOT RELIEVE THE CONTRACTOR OR HIS SUB-CONTRACTOR(S) OF RESPONSIBILITY FOR FULL COMPLIANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DIMENSIONS & CLEARANCES TO BE CONFIRMED & CORRELATED AT THE JOB SITE, FOR MATERIALS QUANTITIES & PROPER FABRICATION, FOR PROPER MEANS & METHODS, FOR PROPER SEQUENCES OF CONSTRUCTION, FOR THE PROPER COORDINATION WITH OTHER TRADES, AND FOR PROVIDING SAFE AND SATISFACTORY CONSTRUCTION OPERATIONS. 01.33 EACH CONTRACTOR IS ADVISED THAT CERTAIN COLOR SCHEDULE SELECTIONS MAY HAVE PREVIOUSLY BEEN MADE, REVIEWED, AND APPROVED BY THE OWNER & RETURNED TO THE CONTRACTOR FOR EXECUTION. ALL CONTRACTORS SHALL TAKE NOTE & HEREAFTER STRONGLY BE ADVISED THAT MATERIAL SUBSTITUTIONS SUBMITTED LATER MAY BE REQUIRED TO BE PROVIDED WITH CUSTOM COLORS, TEXTURES, & FINISHES BASED UPON SELECTIONS PREVIOUSLY APPROVED. MATERIAL SUBSTITUTIONS ARE SUBJECT TO REJECTION SOLELY ON APPEARANCE. 01.34 THE ARCHITECT WILL TAKE APPROPRIATE ACTION UP TO THREE (3) TIMES FOR EACH ITEM SUBMITTED. SUBMITTALS REQUIRING MORE THAN THREE (3) REVIEWS DUE TO INCORRECT OR INCOMPLETE INFORMATION SHALL BE SUBJECT TO A REVIEW FEE FOR EACH SUBSEQUENT SUBMITTAL. THIS FEE SHALL BE AT THE HOURLY RATE OF THE ARCHITECT & ENGINEER, AND SHALL BE PRE-PAID TO THE ARCHITECT BY THE CONTRACTOR PRIOR TO ANY ADDITIONAL CONSIDERATION. FEES PAID SHALL IN NO WAY CONSTITUTE AN OBLIGATION BY THE ARCHITECT TO APPROVE ANY SUBMITTAL THAT IN HIS/HER OPINION DOES NOT COMPLY WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS. FURTHERMORE, ANY SUCH ADDITIONAL REVIEW TIME SHALL NOT BE A BASIS FOR AN EXTENSION OF TIME.

STANDARD WARRANTY

01.36 EACH PRIME CONTRACTOR SHALL PROVIDE, AS PART OF ITS REQUIRED CLOSE-OUT DOCUMENTS, A STANDARD WARRANTY COVERING ALL MATERIALS, PRODUCTS, AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE ARCHITECT. THIS STANDARD WARRANTY IS A BASIC REQUIREMENT OF EACH PRIME CONTRACT AND SHALL BE EXTENDED BY SPECIFIC WARRANTY REQUIREMENTS OF THE VARIOUS PRODUCTS AND SYSTEMS AS INDICATED THROUGHOUT THE CONTRACT DOCUMENTS.

DIVISION 02 DEMOLITION

02.01 THE ACTUAL SCOPE OF DEMOLITION SHALL NOT BE LIMITED TO WHAT IS SPECIFICALLY INDICATED ON THE DRAWINGS OR WITHIN THE PROJECT MANUAL, BUT SHALL INCLUDE ANY AND ALL COMPLETE OR SELECTIVE DEMOLITION AS MAY BE NECESSARY TO ACCOMPLISH THE INTENDED CONSTRUCTION. THIS APPLIES TO THE WORK OF ALL TRADES.

DIVISION 05 HANDRAILS & GUARDRAILS

05.01 HANDRAILS & GUARDRAILS ARE SHOWN SCHEMATICALLY TO GIVE LOCATION & GENERAL REQUIREMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR THE TECHNICAL DESIGN OF SUCH, INCLUDING BUT NOT LIMITED TO POSTS AND RAIL WALL THICKNESS & LOCATION, WELDS, MECHANICAL ATTACHMENT, AND ALL CONNECTIONS. THE SYSTEM SHOULD WITHSTAND AN APPLIED LOAD OF 200 LB AT ANY POINT IN ANY DIRECTION AND MEET ALL CODES REGULATION SUCH DESIGN. SHOP DRAWINGS SHALL BE SUBMITTED FOR ARCHITECT'S REVIEW. THIS APPLIES TO BOTH INTERIOR & EXTERIOR CONDITIONS. ALL STAIRS, STEPS, RAMPS, BALCONIES, AND CHANGES IN ELEVATION SHALL BE PROVIDED WITH APPROPRIATE RAIL PROTECTION.

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

EXTERIOR FERROUS METALS

05.02 ALL FERROUS METAL USED ON OR EXPOSED TO THE EXTERIOR OF THE BUILDING INCLUDING BUT NOT LIMITED TO: STRUCTURAL AND MISCELLANEOUS FRAMING, WINDOWS, DOORS AND FRAMES, HANDRAILS, LINTELS, ETC. SHALL BE HOTDIPPED AND GALVANIZED PRIOR TO INSTALLATION AND PAINTING.

usaarchitects.com

DIVISION 06 WOOD BLOCKING

EXTERIOR WOOD

06.02 ALL WOOD FRAMING LUMBER AND BLOCKING EXPOSED TO THE ELEMENTS OR USED IN CONTACT WITH MASONRY, CONCRETE, AND/OR ROOFING SHALL BE PRESSURE TREATED FOR RESISTANCE TO DETERIORATION FROM MOISTURE. 07.01 ANY AND ALL CONSTRUCTION JOINTS INCLUDING JOINTS BETWEEN DIFFERENT ITEMS AND MATERIALS, JOINTS SURROUNDING PENETRATIONS THROUGH MATERIALS, AND CRACKS WITHIN MATERIALS, ECT., WHETHER ON THE INTERIOR OR EXTERIOR OF THE BUILDING, SHALL BE FILLED WITH AN APPROPRIATE SEALANT AS REQUIRED. ON THE INTERIOR OF THE BUILDING, SAID SEALANT SHALL BE PAINTABLE. ON THE EXTERIOR OF THE BUILDING, SAID SEALANT SHALL BE WEATHERPROOF AND IN A COLOR SELECTED BY THE ARCHITECT.

DIVISION 07 SEALANTS

ROOFING

07.02 PRIOR TO THE START OF ROOF WORK, THE CONTRACTOR IS REQUIRED TO CONDUCT A PRE-INSTALLATION CONFERENCE WITH THE ROOFING MANUFACTURER, THE ROOF INSTALLER, OTHER AFFECTED CONTRACTORS, AND THE ARCHITECT TO DISCUSS IN DETAIL THE INSTALLATION PROCESS. UPON COMPLETION, A WALK-THROUGH MEETING SHALL BE DONE WITH THE CONTRACT DOCUMENTS AND THE MANUFACTURER'S BEST PRACTICE RECOMMENDATIONS FOR THE WARRANTY SPECIFIED.

DIVISION 08 GLASS

DIVISION 09

DIVISION 10 GYM WALL PADS

10.01 THE CONTRACTOR SHALL PROVIDE & COORDINATE LOCATION, THICKNESS, & COLOR OF WALL PADDING AT GYMNASIUM & MULTI-PURPOSE ROOMS.

FIRE EXTINGUISHERS

10.02 FIRE EXTINGUISHER TYPE, CABINET, QUANTITY, AND LOCATION SHALL BE REVIEWED AND COORDINATED BY THE CONTRACTOR WITH THE BUILDING OFFICIAL AND THE FIRE MARSHAL PRIOR TO THE COMMENCEMENT OF WORK TO INSURE COMPLIANCE WITH LOCAL REGULATIONS.

SPECIALTIES

10.03 THE CONTRACTOR SHALL COORDINATE QUANTITIES, LOCATION & POWER NEEDS FOR ALL FOLDING WALLS, PARTITIONS, PROJECTION SCREENS, WALL CLOCKS, & ANY OTHER SPECIALTY ITEMS.

DIVISION 11 EQUIPMENT

11.01 EQUIPMENT SUPPORT MEMBERS AS WELL AS PLUMBING & ELECTRICAL REQUIREMENTS SHALL BE COORDINATED IN A PRE-INSTALLATION CONFERENCE BY THE GENERAL CONTRACTOR WITH SUPPLIER/INSTALLER, ARCHITECT, & ANY OTHER CONTRACTOR AFFECTED BY THIS WORK.

DIVISION 12 FURNISHINGS

12.01 FURNITURE SHOWN ON THE DRAWINGS IS INDICATED SCHEMATICALLY TO DEMONSTRATE ITS APPROXIMATE LOCATION AND THE INTENDED PURPOSE OF THE SPACE. IT IS NOT AN ACCURATE REPRESENTATION OF ACTUAL SIZE OR OTHER SPECIFICS OF THE OWNER'S NEW OR EXISTING FURNITURE. THE CONTRACTOR(S) SHALL COORDINATE WITH THE OWNER AND/OR FURNITURE SUPPLIER/INSTALLER FOR ACTUAL INFORMATION.

MILLWORK & CASEWORK

12.02 CASEWORK & MILLWORK SHALL BE FULLY COORDINATED BY THE CONTRACTOR FOR SIZE, COLOR, TEXTURE/FINISH, FINAL LOCATION, POWER/DATA, & ALL OTHER REQUIREMENTS. SIGN-OFF BY THE OWNER IS REQUIRED PRIOR TO FABRICATION & INSTALLATION.

DIVISION 14 ELEVATORS & LIFTS

14.01 THE PRIME CONTRACTOR SHALL COORDINATE PRIOR TO FABRICATION ALL SPECIAL REQUIREMENTS SUCH AS KEYING MECHANISM, CAB FINISHES, LIGHTING, ETC. AND GET SIGN-OFF BY THE OWNER.

DIVISION 23 FIRE DAMPERS

23.01 ALL WALLS, FLOORS, CEILINGS, SHAFTS, ETC. THAT ARE DESIGNATED WITH A SMOKE OR FIRE RESISTANCE RATING, OR ARE REQUIRED AS SUCH BY CODE SHALL BE PROVIDED WITH SMOKE OR FIRE DAMPERS WHETHER SHOWN ON THE CONSTRUCTION DOCUMENTS OR NOT. IT SHALL BE THE RESPONSIBILITY FO THE CONTRACTOR(S) AFFECTED TO ASSURE THAT THE SMOKE AND FIRE RESISTANCE INTEGRITY IS MAINTAINED WITH CONTINUITY.

ROOF PENETRATIONS DIVISION 26 ELECTRICAL

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

Signature & License No.

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

PRINCIPAL'S AREA ALTERATIONS OF

NUVIEW ACADEMY ANNEX FOR THE

E.S.C. OF N.J 1690 Stelton Rd, Piscataway, NJ

No.

Date

Issue or Revision

Drawing Title

8/29/2017 10:50:51 AM

GENERAL NOTES Scale

USA Project No.

12" = 1'-0" Drawing Date

2017-070 Drawing No.

08.25.17 Drawn By

Checked By

A-002

LEGEND ROOM NAME NUMBER

CORRIDOR EXISTING OCCUPANT LOAD: 16 OCCUPANTS

STORAGE CLOSET 35 SF

100 FT

DISTANCE TRAVELED (FEET)

PROPOSED OCCUPANT LOAD: 15 OCCUPANTS

BOOKSHELVES

ROOM + OCCUPANCY INFORMATION

OCCUPANCY TYPE XXX SF / OCC. SF

PATH OF EGRESS TRAVEL DIRECTION OF EGRESS TRAVEL

BATH 27 SF

usaarchitects.com

ASST. SUPT OFFICE 242 SF

NON-SIMULTANEOUS USE

HEALTH SUITE 362 SF

72 FT

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

1-HOUR RATED PARTITION

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

NUMBER OF OCCUPANTS EXITING

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

2-HOUR RATED PARTITION 3-HOUR RATED PARTITION

SECRETARY 71 SF

PARTITION DESIGNED TO RESIST THE PASSAGE OF SMOKE

OFFICE 4 130 SF

12 120 FT 110 FT

BUILDING DATA + INFORMATION SUMMARY:

BOOKSHELVES

HALLWAY

USE GROUP(S):

E - EDUCATIONAL (EXISTING)

CONSTRUCTION TYPE:

BOCA 1993 2C, NON COMBUSTIBLE UNPROTECTED (EXISTING) NJIBC 2015 IIB (PROPOSED)

OFFICE 3 110 SF

OFFICE 2 83 SF

5 67 FT 4 62 FT

SPRINKLERED:

YES (EXISTING)

MAXIMUM TRAVEL DISTANCE:

250'

BUILDING AREA:

54,200 SF (EXISTING)

MAXIMUM HEIGHT:

2 STORIES

30 FEET

1 STORIES

38 FEET (ACTUAL)

OFFICE 1 88 SF BUILDING VOLUME:

1,018,509 CU FT (EXISTING)

EXISTING CORRIDORS:

1 HR RATED

CHAPTER 8: INTERIOR FINISHES

52 FT

PRINCIPAL 190 SF

EXISTING OCCUPANT LOAD: 22 OCCUPANTS PROPOSED OCCUPANT LOAD: 15 OCCUPANTS

IBC REFERENCE

CLASSIFICATION

FLAME SPREAD

SMOKE DEVELOPMENT

LOCATION 803.9

CLASS A INTERIOR FINISH:

0-25

0-450

CLASS B INTERIOR FINISH:

26-75

0-450

CLASS C INTERIOR FINISH:

76-200

0-450

Signature & License No.

CORRIDORS TABLE 803.9 - INTERIOR WALL AND CEILING FINISH REQUIREMENTS OCCUPANCY

EXISTING OCCUPANT LOAD: 6 OCCUPANTS PROPOSED OCCUPANT LOAD: 4 OCCUPANTS

EXISTING OCCUPANT LOAD: 44 OCCUPANTS

EXIT ENCLOSURES AND PASSAGEWAYS

CLASS B

ROOMS AND ENCLOSED SPACES

E B

CLASS C CLASS C

PROPOSED OCCUPANT LOAD: 34 OCCUPANTS OCCUPANT LOAD REDUCED BY 10 OCCUPANTS THEREFORE CURRENT EXITS ARE SUFFICIENT.

REQUIREMENT

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

PRINCIPAL'S AREA ALTERATIONS OF

NUVIEW ACADEMY ANNEX IBC REFERENCE

INTERIOR FLOOR FINISH CLASSIFICATION

804.2

CLASS I INTERIOR FLOOR FINISH/COVERING: CLASS II INTERIOR FLOOR FINISH/COVERING:

FOR THE

0.45 WATTS/CM2 OR GREATER 0.22 WATTS/CM2 OR GREATER

E.S.C. OF N.J

(CLASSIFICATION AS DETERMINED BY NFPA 253) 1690 Stelton Rd, Piscataway, NJ

No.

Date

Issue or Revision

Drawing Title

8/29/2017 10:50:52 AM

PARTIAL EGRESS PLANS

PROPOSED OFFICE EGRESS PLAN SCALE: 1/4" = 1'-0"

HATCH INDICATES AREA OF WORK

Scale

USA Project No.

As indicated Drawing Date

KEY PLAN

2017-070 Drawing No.

08.25.17 Drawn By

Checked By

A-011

35'-0 1/2" 6'-7"

6'-0"

21'-4 1/4"

BATH 27 SF

OFFICE 320 SF

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

17'-0"

5'-10 3/4"

STORAGE 35 SF

usaarchitects.com

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

22'-3"

34'-4"

28'-9"

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

OPEN ROOM 450 SF

6'-5"

OFFICE 134 SF 3

26'-3"

10'-5"

8'-6" 35'-1"

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

EXISTING REFLECTED CEILING DEMOLITION PLAN

STRUCTURE ABOVE

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

CONTINUOUS METAL TOP RUNNER ONE LAYER GYPSUM BOARD, EACH SIDE

SELECTIVE DEMOLITION LEGEND:

SCHEDULED CEILING EXISTING TO REMAIN

DEMOLITION SCOPE OF WORK ITEM TYPICAL THROUGHOUT ENTIRE ROOM / AREA

DEMOLITION SCOPE OF WORK ITEM AT A SPECIFIC LOCATION

ACOUSTIC INSULATION 6'-0" MIN. EACH SIDE OF WALL. REFER TO CEILING PLAN FOR LOCATIONS

TO BE REMOVED

1. CONTRACTOR MUST INSTALL AND MAINTAIN PLASTIC DUST BARRIERS DURING DEMOLITION AND CONSTRUCTION TO PROTECT THE GENERAL PUBLIC FROM DUST AND FUMES. LOCATE PARTITIONS REQUIRED TO PROTECT ADJACENT AREAS AND EQUIPMENT, AND CONTINUE EGRESS THROUGH THE SPACE. CONTRACTOR SHALL PROVIDE TEMPORARY EXIT WAYS AS REQUIRED BY LOCAL CODE ENFORCEMENT OFFICIAL DURING CONSTRUCTION. 2. DO NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH SPACE AND TO FULFILL THE INTENT OF THE WORK INDICATED BY THE CONTRACT DOCUMENTS. VERIFY ALL DIMENSIONS WITHIN THE CONTRACT LIMITS. BRING DEVIATIONS FROM THE CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. THE EXTENT OF DEMOLITION AND REMOVAL INCLUDES, BUT IS NOT LIMITED TO WORK SHOWN ON THE DRAWINGS. COORDINATE W/ MECHANICAL, ELECTRICAL, PLUMBING & STRUCTURAL DRAWINGS. 3. REMOVE ANY MISCELLANEOUS PROJECTIONS, HANGERS, BOLTS, SCREWS AND NAILS FROM EXISTING SURFACES TO REMAIN. PATCH AND PREPARE SURFACES TO RECEIVE NEW FINISH. 4. PATCH AND REPAIR ALL ADJACENT SURFACES WHICH ARE AFFECTED BY THE DEMOLITION OR REMOVAL OF ACCESSORIES TO THEIR ORIGINAL FORM AND PREPARE FOR NEW FINISH. COORDINATE WITH FINISH DRAWINGS. 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF CONSTRUCTION DEBRIS.

8/29/2017 10:50:53 AM

6. BEFORE DEMOLITION BEGINS, CONTRACTOR SHALL COORDINATE SEQUENCE AND SCHEDULES FOR ALL WORK AND RELOCATION OR DISPOSAL OF ALL MATERIALS WITH OWNER. 7. DEMOLITION PLANS ARE DIAGRAMMATIC. PRIOR TO SUBMITTING BID, GENERAL CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND BRING ANY AREAS IN QUESTION TO THE ATTENTION OF THE ARCHITECT.

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

PRINCIPAL'S AREA ALTERATIONS

ACOUSTIC INSULATION WHERE SCHEDULED

REMOVE EXISTING WALL CONSTRUCTION

METAL STUD

AREAS NOT IN CONTRACT

GENERAL DEMOLITION NOTES:

Signature & License No.

MIN.

EXISTING OFFICE DEMOLITION PLAN

1' - 0"

REMOVE EXISTING DOOR, FRAME AND HARDWARE AND SALVAGE FOR REINSTALLATION

REMOVE EXISTING FLOOR FINISH

REMOVE EXISTING CEILING, GRID, AND LIGHT FIXTURES AND PROTECT THE DIFFUSERS DURING DEMOLITION.

PROTECT FIRE PANELS DURING DEMOLITION

NUVIEW ACADEMY ANNEX

CONTINUOUS METAL BOTTOM RUNNER

FOR THE

SEALANT BOTH SIDES

E.S.C. OF N.J

SUBFLOOR

1690 Stelton Rd, Piscataway, NJ

A-WALL DETAIL SCALE: 1 1/2" = 1'-0"

GENERAL PARTITION CONSTRUCTION NOTES 1. WALL TYPES ARE NUMBERED SEQUENTIALLY. IF WALL TYPES SKIP SEQUENCE, THE OMITTED TYPE IS NOT USED. 2. ALL GYPSUM BOARD & CEMENT BOARD TO BE 5/8" THICK, FIRE RATED MATERIAL UTILIZE TYPE "X". UNLESS OTHERWISE NOTED. 3. THE DISTANCE BETWEEN STEEL STUDS SHALL BE 16" O.C. MAXIMUM UNLESS NOTED OTHERWISE. 4. FOR PARTITIONS HIGHER THAN 13'-10", USE 18 GAUGE METAL STUDS @ 16" O.C. 5. PROVIDE CONTROL JOINTS IN GYPSUM BOARD PARTITIONS @ 24' TO 30' MAX. INTERVALS, TYPICAL.

No.

Date

Issue or Revision

Drawing Title

6. PROVIDE METAL BACKING AT WALL-MOUNTED ACCESSORIES, HANDRAILS AND EQUIPMENT. 7. PARTITION DIMENSIONS FOR DOOR FRAME THROATS SHOULD BE CALCULATED BY THE CONTRACTOR. HATCH INDICATES AREA OF WORK

8. HOLD INTERIOR GYPSUM BOARD OFF OF CAST-IN-PLACE CONCRETE 1/2".

DEMOLITION PLANS Scale

USA Project No.

As indicated Drawing Date

KEY PLAN

2017-070 Drawing No.

08.25.17 Drawn By

Checked By

A-050

35'-0 1/2"

13'-1"

21'-4 1/4"

6'-7"

6'-0"

11'-9 1/2"

9'-6 3/4"

263

BATH 27 SF 4' - 6"

ASST. SUPT OFFICE 242 SF

7" CL

2' - 7"

259

usaarchitects.com 261

260

OFFICE 4 130 SF

7'-6" 3'-0"

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

11'-6"

BOOKSHELVES

4'-6"

4'-0"

HALLWAY 258

3" TYP.

257

34'-4"

8'-8"

254

5'-6"

15'-0"

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

9' - 5"

SECRETARY 71 SF 28'-9"

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

8'-0"

262

9'-0"

STORAGE CLOSET 35 SF

9'-1"

5'-10 3/4"

BOOKSHELVES

4 A-201

256

OFFICE 2 83 SF

A-201

10'-11"

OFFICE 3 110 SF

8'-0"

6'-10"

255

OFFICE 1 88 SF

(2) TACK BOARD PANELS

14'-8"

11'-2"

8'-6"

35'-1"

PROPOSED OFFICE LAYOUT PLAN

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

PROPOSED REFLECTED CEILING PLAN

Signature & License No.

SCALE: 1/4" = 1'-0" This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

PRINCIPAL'S AREA ALTERATIONS OF

CEILING LEGEND NUVIEW ACADEMY ANNEX

5' - 0"

NEW METAL STUD WALL

OUTLINE OF WINDOW BEYOND

APC-1

GYP-1

2' x 2' APC

COLD FORMED METAL FRAMING

APC-2

EXP

2' x 4' APC

NO CEILING (UNDERSIDE OF DECK EXPOSED)

FOR THE

E.S.C. OF N.J 1690 Stelton Rd, Piscataway, NJ

METAL CHANNEL

6' - 0"

NOT IN CONTRACT

NEW DOOR

A.D.

ACCESS DOOR (COORDINATE LOCATION WITH OWNER)

TACK BOARD 2' x 4' LIGHT FIXTURE 2' x 2' LIGHT FIXTURE 1' x 4' LIGHT FIXTURE

CORNER ALUMINUM FINISH PIECE

MOUNTING STRIPS

WALL MOUNTED LIGHT FIXTURE

3' - 0"

2' - 6"

PENDANT LIGHT FIXTURE - LINEAR

EXISTING MASONRY WALL

No.

RECESSED DOWNLIGHT

HATCH INDICATES AREA OF WORK

8/29/2017 10:50:54 AM

EXHAUST DIFFUSER

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

MASONRY CORNER DETAIL SCALE: 1 1/2" = 1'-0"

Issue or Revision

Drawing Title

PENDANT LIGHT FIXTURE SUPPLY DIFFUSER

TACK BOARD MOUNTING DETAIL

Date

SECURITY CAMERA - FACING DOWN

FIRST FLOOR PROPOSED & REFLECTED CEILING PLAN Scale

USA Project No.

As indicated

SECURITY CAMERA

Drawing Date

KEY PLAN

2017-070 Drawing No.

08.25.17 Drawn By

Checked By

A-201

DOOR SCHEDULE Type Mark Mark

Width Height Door Type

254 255 256 257 258 259 260 261 262 263

3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0"

7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0"

Hardware Set

7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2"

1 1 1 1 1 1 1 2 1 1

EXISTING WD WD WD WD EXISTING EXISTING EXISTING EXISTING EXISTING

Comments

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

USE EXISTING DOOR,FRAME, & HARDWARE FROM DOOR LOCATION B USE EXISTING DOOR,FRAME, & HARDWARE FROM DOOR LOCATION A usaarchitects.com Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

DOOR HARDWARE (MATCH EXISTING)

SINGLE INTERIOR DOOR (ADMINISTRATION)

SINGLE INTERIOR DOOR (OFFICE)

HARDWARE SET #2

7' - 0"

1 1/2 PAIR BUTTS 1 LOCKSET 1 MOP PLATE 1 KICK PLATE 1 BUMPER 1 SET SILENCERS

1 1/2 PAIR BUTTS 1 LOCKSET 1 CLOSER 1 MOP PLATE 1 KICK PLATE 1 BUMPER 1 SET SILENCERS

2" DOOR WIDTH 2"

3' - 0"

HARDWARE SET #1

TYPE A

TYPE B

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

EXISTING MASONRY PARTITION EXISTING MASONRY PARTITION

STUD PARTITION -SEE PLAN FOR TYPE

7/8" METAL FURRING

SEALANT -BOTH SIDES

5/8" GYPSUM BOARD 1/2" ALUMINUM TRANSITION STRIP TO MATCH EXISTING FRAME FINISH. NO EXPOSED FASTENERS

HOLLOW METAL FRAME 1/2"

1/2"

TYPE A1

DOOR & FRAME ELEVATIONS

SEE WAL TYPES FOR PARTITION WIDTH

SEALANT -BOTH SIDES

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

DOOR HEIGHT

A A A A A A A B A A

Frame Height

GROUT FRAME SOLID

Signature & License No.

EXISTING DOOR FRAME

HOLLOW METAL FRAME

HEAD

PRINCIPAL'S AREA ALTERATIONS

HOLLOW METAL FRAME

EXISTING DOOR FRAME

GROUT FRAME SOLID

1/2" 1/2"

FOR THE

E.S.C. OF N.J 1690 Stelton Rd, Piscataway, NJ

1" DYNABOLT ANCHORS

STUD PARTITION -SEE PLAN FOR TYPE EXISTING MASONRY PARTITION

INTERSECTING PARTITION IN SOME LOCATIONS

NUVIEW ACADEMY ANNEX

1/2" ALUMINUM TRANSITION STRIP TO MATCH EXISTING FRAME FINISH. NO EXPOSED FASTENERS

SEALANT -BOTH SIDES

2"MIN.

ANCHOR

SEALANT -BOTH SIDES

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

5/8" GYPSUM BOARD 7/8" METAL FURRING EXISTING MASONRY PARTITION

SEE WALL TYPE FOR PARTITION WIDTH

JAMB

DOOR JAMB DETAILS SCALE: 3" = 1'-0"

JAMB

No.

Date

Issue or Revision

Drawing Title

8/29/2017 10:50:54 AM

DOOR SCHEDULE + DETAILS Scale

USA Project No.

As indicated Drawing Date

2017-070 Drawing No.

08.25.17 Drawn By

Checked By

A-600

RENOVATIONS OF THE

MAINTENANCE (MTN) BUILDING

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

FOR

BROOKDALE COMMUNITY COLLEGE

usaarchitects.com Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

765 Newman Springs Road, Lincroft, NJ 07738

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

DRAWING LIST ARCHITECTURAL

BUILDING DATA + INFORMATION SUMMARY: USE GROUP(S):

S-2 LOW HAZARD SRR

CONSTRUCTION TYPE:

SPRINKLERED:

BUILDING AREA:

2,132 SF

EXISTING HEIGHT:

1 STORIES

REHABILITATION CATAGORY:

RENOVATION (6.3)

OVERALL OCCUPANT LOAD:

TITLE SHEET BUILDING CODE INFO. & EGRESS PLAN DEMOLITION PLANS NEW CONSTRUCTION PLANS

A-001 A-010 A-050 A-100

SYMBOL LEGEND NORTH ARROW (NORTH PLAN)

BUILDING CODE INFORMATION APPLICABLE CONSTRUCTION CODES N.J.A.C. 5:23 N.J.A.C. 5:70 N.J.A.C. 5:23-3.14 N.J.A.C. 5:23-3.15 N.J.A.C. 5:23-3.16 N.J.A.C. 5:23-3.17 N.J.A.C. 5:23-3.18 N.J.A.C. 5:23-20 N.J.A.C. 5:23-6 N.J.A.C. 5:23-7

VIEW NAME SCALE: 1/8" = 1'-0" 1 A-101

Room Name 101 Area

NEW JERSEY ADMINISTRATIVE CODES

TITLE MARK

SIM DETAIL MARK

ROOM TAG

SIM

A-101

ELEVATION / SECTION MARK

BL-1

INTERIOR WINDOW TAG

CW2

WINDOW TAG

101

DOOR TAG

WALL TAG

SPOT ELEVATION 1

REVISION TAG

ROOF LOAD INFORMATION DEAD LOAD: ROOF DECK WOOD FRAMING MECH., ELEC. CEILING

LIVE LOAD: DESIGN LOAD GROUND SNOW LOAD (Pg)

SLAB ON GRADE LIVE LOAD: DESIGN LOAD

2.0 7.0 4.0 0 13.0

P.S.F. P.S.F. P.S.F. P.S.F. P.S.F.

20.0 25.0 45.0

P.S.F. P.S.F. P.S.F.

DESIGN TEAM

Signature & License No.

ARCHITECT

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

RENOVATIONS OF THE

250.0

P.S.F.

USA ARCHITECTS PLANNERS + INTERIOR DESIGNERS, P.A.

LATERAL LOAD INFORMATION

20 NORTH DOUGHTY AVENUE SOMERVILLE, NJ, 08876 PHONE # (908)-722-2300

WIND LOAD: IBC 2015 - ASCE 7.10 BASIC WIND SPEED = 100 MPH IMPORTANCE FACTOR (I) = 0.87, EXPOSURE B INTERNAL PRESSURE COEFF. GCpi = + 0.18

MAINTENANCE (MTN) BUILDING FOR

BROOKDALE COMMUNITY COLLEGE

PROJECT LOCATION: 765 NEWMAN SPRINGS ROAD LINCROFT, NJ 07738

SEISMIC LOADING: IBC 2015 - ASCE 7.10 SEISMIC OCCUPANY CATEGORY - 1 SITE CLASS - D SEISMIC DESIGN CATEGORY - B

765 Newman Springs Road, Lincroft, NJ 07738

SCOPE OF WORK NOTES: 1. THE WORK INCLUDES THE REPAIRS TO AN EXISTING, SINGLE STORY STORAGE BUILDING FOR BROOKDALE COMMUNITY COLLEGE. 2. THE REPAIRS INCLUDE INSTALLATION OF NEW ROOFING, SIDING, NEW OVERHEAD DOOR, & REPLACE DAMAGED EXISTING TRUSSES, POSTS, POST FOOTINGS, GIRTS & PURLINS. SEE REPAIR COST ESTIMATE REPORT DATED JUNE 9, 2016 BY SCHLEIFER ASSOCIATES INC.

08/30/17 08/25/17

Bulletin #2 Bulletin #1

08/11/17

Bid Issue

06/19/17

Progress Issue

Date

Issue or Revision

No.

3. STRUCTURAL DESIGN & CALCULATIONS SHOULD BE PROVIDED BY THE GC FOR THE NEW TRUSSES & POSTS.

8/30/2017 10:40:14 AM

4 3

Drawing Title

4. STRUCTURAL CALCULATIONS FOR THE BUILDING, IN ACCORDANCE WITH ICC CHAPTER 16, SHOULD BE SUBMITTED FOR REVIEW & APPROVAL PRIOR TO INSTALLATION OF THE TRUSSES & POSTS. THE CALCUATIONS SHOULD DISPLAY THE RAISED SEAL & SIGNATURE OF AN ENGINEER LICENSED IN THE STATE OF NEW JERSEY.

TITLE SHEET Scale

USA Project No.

As indicated Drawing Date

2017-025 Drawing No.

08.25.17

LOCATION MAP

Drawn By

Checked By

SCALE: N.T.S.

A-001

CSI DIVISION 00.01 ALL BIDDERS, UPON SUBMITTING BIDS, HEREBY CERTIFY THAT THEY HAVE REVIEWED THE ENTIRE SET OF CONTRACT DOCUMENTS, (CONTRACT DOCUMENTS CONSIST OF A COMPLETE SET OF DRAWINGS AND THE ENTIRE PROJECT MANUAL, INCLUDING ALL DIVISIONS & ANY/ALL ADDENDA) AND ARE AWARE OF, AND AGREE TO MEET THE INTENT OF THE CONTRACT DOCUMENTS WHETHER EXPRESSED OR IMPLIED.

01.24 ANY/ALL EQUIPMENT PROVIDED SHALL BE INSTALLED TO BE COMPLETELY FUNCTIONAL. EACH PIECE OF EQUIPMENT PROVIDED BY A PRIME CONTRACTOR, REQUIRING SERVICE CONNECTIONS BY ANOTHER PRIME CONTRACTOR SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. STARTUP & TESTING OF EQUIPMENT SHALL BE PERFORMED & DOCUMENTED BY FACTORY AUTHORIZED PERSONNEL. 01.25 DETAILS & SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS & ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. DETAILS NOTED "TYPICAL" IMPLY ALL "LIKE-CONDITIONS" ARE TO BE TREATED SIMILARLY.

01.26 WORK NOT INDICATED IN PART OF THE DRAWING, BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST.

00.03 THE BIDDER/CONTRACTOR IS REQUIRED TO VISIT THE SITE & EXAMINE THE EXISTING CONDITIONS TO HIS COMPLETE SATISFACTION PRIOR TO BIDDING. THE BIDDER/CONTRACTOR SHALL COMPARE THE EXISTING CONDITIONS TO THE DESIGN INTENT OF THE CONTRACT DOCUMENTS & SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY/ALL DISCREPANCIES BEFORE SUBMITTING A BID. FAILURE TO DO SO WILL PLACE THE BURDEN OF RESPONSIBILITY ON THE CONTRACTOR TO PERFORM THE WORK AS INTENDED BY THE CONTRACT DOCUMENTS, AT NO ADDITIONAL COST TO THE OWNER. 01.01 ANY ADDITIONAL INFORMATION THAT IS NOT PART OF THE CONSTRUCTION DOCUMENTS, SUCH AS, BUT NOT LIMITED TO, SOIL REPORT(S), HAZARDOUS MATERIALS REPORT(S), EXISTING DRAWINGS, ETC., ARE INTENDED FOR REFERENCE ONLY AND ARE TO BE USED BY THE CONTRACTOR(S) AT HIS/HER OWN DISCRETION. 01.02 THE INDICATION OF SUBSTRATE & CONFIGURATION OF CONCEALED ITEMS & MATERIALS SHOWN ON THE CONSTRUCTION DOCUMENTS IS FOR GENERAL REFERENCE ONLY. THE CONTRACTOR(S) SHALL NOT BE ENTITLED TO ADDITIONAL COMPENSATION FOR ANY VARIANCE BETWEEN ACTUAL EXISTING CONDITIONS AND THAT REPRESENTED ON THE CONSTRUCTION DOCUMENTS.

CUTTING AND PATCHING

SUBMITTALS AND SUBSTITUTIONS

01.03 ALL DIMENSIONS INDICATED ON THE CONSTRUCTION DOCUMENTS, OF EXISTING CONDITIONS, ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR(S) PRIOR TO SUBMITTING A BID. GENERAL REQUIREMENTS

01.07 DO NOT SCALE THE DRAWINGS. USE CALCULATED DIMENSIONS ONLY. NOTE THAT NOT ALL DIMENSIONS ARE GIVEN ON THE CONSTRUCTION DOCUMENTS. SOME DIMENSIONS ARE IMPLIED. IF THE CONTRACTOR IS NOT SURE OF A GIVEN DIMENSION, HE/SHE SHALL SUBMIT A REQUEST FOR INFORMATION (R.F.I.) AND/OR SHALL FIELD VERIFY EXISTING DIMENSIONS. 01.08 ALL INFORMATION FOR ALL TRADES CONTAINED WITHIN THE CONSTRUCTION DOCUMENTS SHALL BE USED TOGETHER & IN CONCERT WITH ONE ANOTHER AS A WHOLE BODY OF INFORMATION FOR THE PROJECT. THE DRAWINGS & PROJECT MANUAL ARE COMPLEMENTARY & WHAT IS REQUIRED BY ONE, SHALL BE REQUIRED BY BOTH. NEITHER THE PRIME CONTRACTOR(S) NOR ANY SUBCONTRACTOR(S) SHALL BE RELIEVED OF THE RESPONSIBILITY TO PROVIDE ALL ITEMS REQUIRED BY THE INFORMATION & DESIGN INTENT INDICATED & IMPLIED. IN THE EVENT OF CONFLICTS BETWEEN DOCUMENTS, THE GREATER QUANTITY OR HIGHER QUALITY OF WORK SHALL PREVAIL AND BE PROVIDED.

01.34 THE ARCHITECT WILL TAKE APPROPRIATE ACTION UP TO THREE (3) TIMES FOR EACH ITEM SUBMITTED. SUBMITTALS REQUIRING MORE THAN THREE (3) REVIEWS DUE TO INCORRECT OR INCOMPLETE INFORMATION SHALL BE SUBJECT TO A REVIEW FEE FOR EACH SUBSEQUENT SUBMITTAL. THIS FEE SHALL BE AT THE HOURLY RATE OF THE ARCHITECT & ENGINEER, AND SHALL BE PRE-PAID TO THE ARCHITECT BY THE CONTRACTOR PRIOR TO ANY ADDITIONAL CONSIDERATION. FEES PAID SHALL IN NO WAY CONSTITUTE AN OBLIGATION BY THE ARCHITECT TO APPROVE ANY SUBMITTAL THAT IN HIS/HER OPINION DOES NOT COMPLY WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS. FURTHERMORE, ANY SUCH ADDITIONAL REVIEW TIME SHALL NOT BE A BASIS FOR AN EXTENSION OF TIME.

PROJECT COORDINATION (SINGLE OVERALL PRIME CONTRACT)

01.11 THE SINGLE OVERALL PRIME CONTRACTOR BEARS SOLE SOURCE RESPONSIBILITY FOR THE COORDINATION OF THE ACTIVITIES OF ALL SUBCONTRACTORS, SUB-SUBCONTRACTORS, MATERIAL SUPPLIERS, AND ALL PARTIES INVOLVED IN THE EXECUTION OF THE PROJECT. 01.12 ENGINEERING DRAWINGS (STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, COMMUNICATIONS, AND SECURITY SYSTEM DRAWINGS, ETC.) ARE SHOWN DIAGRAMMATICALLY AND ARE NOT TO SCALE, NOR DO THEY SHOW THE EXACT LOCATION OF THEIR COMPONENTS. THE EXACT LOCATION AND CLEARANCES FOR EACH SUCH SYSTEM OF COMPONENTS SHALL BE COORDINATED BY THE CONTRACTOR(S). ALL PRIME CONTRACTORS, PRIOR TO PURCHASE, FABRICATION, OR INSTALLATION OF THESE ITEMS SHALL PREPARE COORDINATION DRAWINGS SHOWING THE DIFFERENT TRADES BY COLORS AND SHALL CONDUCT A COORDINATION MEETING WITH ALL OTHER CONTRACTOR(S) AFFECTED FOR A TOTAL UNDERSTANDING OF THE DESIGN INTENT. THE ARCHITECTS AND THE ENGINEERS(S) SHALL BE INVITED TO ATTEND THIS MEETING AND OFFER INPUT PRIOR TO ANY WORK BEING FABRICATED OR INSTALLED. 01.13 THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, LABOR, SERVICES, ETC. TO COMPLETE THE ENTIRE WORK IN A MANNER ACCEPTABLE TO THE OWNER AND THE ARCHITECT. IT IS UNDERSTOOD THAT NOT EVERY DETAIL OR DIMENSION IS SHOWN IN THE CONTRACT DOCUMENTS, NOR ARE THEY NECESSARY FOR THE CONTRACTOR(S) TO PROVIDE A QUALITY PRODUCT. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR INFORMATION (R.F.I.) IF NEEDED TO CLARIFY THE INTENT OF ANY DETAIL OR OTHER INFORMATION. HOWEVER, SUCH REQUEST FOR INFORMATION SHALL NOT CONSTITUTE A CHANGE IN THE SCHEDULE, OR IN THE CONTRACT AMOUNT. NO WORK SHOULD BE INSTALLED IF THE CONTRACTOR IS UNSURE OF THE DESIGN INTENT. INSTALLATION OF ANY WORK THAT DOES NOT COMPLY WITH THE DESIGN INTENT, AS DETERMINED BY THE ARCHITECT, SHALL BE SUBJECT TO REPLACEMENT AT THE CONTRACTOR'S EXPENSE.

STANDARD WARRANTY

DIVISION 02 DEMOLITION

EXTERIOR FERROUS METALS

EXTERIOR WOOD

DIVISION 07 SEALANTS

ROOFING

ROOF PENETRATIONS

ENERGY CODE REVIEW ASHRAE 90.1-2013 5.5.2.-BUILDING IS NOT CONDITIONED. UNCONDITIONED BUILDING TO COMPLY WITH REQUIREMENTS OF SEMI-HEATED SPACE. 5.1.3.-ENVELOPE SECTION 5 REQUIREMENTS N/R: EXCEPTION 4 + 5

3 PROVIDE DUAL HEAD EMERGENCY EXIT REMOTE HEAD.

PROVIDE NEW LED EXIT SIGN/EMERGENCY LIGHT COMBO ABOVE EXIT DOOR: 6.28(f)

TD: 57'-10"(>39'-1")

EXIT SINGLE EXIT: 6.28(a)

Signature & License No.

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

01.16 CONSTRUCTION ACCESS ROADS, CURB CUTS, SOIL EROSION CONTROL, & THE LOCATION OF ALL TEMPORARY FACILITIES (INCLUDING POWER, TELEPHONE, WATER, WASTE, ETC.) SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR (UNLESS OTHERWISE NOTED), & SHALL BE COORDINATED WITH UTILITY COMPANIES, MUNICIPAL AUTHORITIES, ETC. AS REQUIRED. 01.17 ALL MATERIALS AND PRODUCTS SHALL BE PROTECTED AND PROPERLY STORED AS PER MANUFACTURER'S RECOMMENDATION. ALL MATERIALS AND PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S CURRENT PRINTED RECOMMENDATIONS TO MAINTAIN THE PROPER WARRANTIES. 01.18 PRIOR TO THE INSTALLATION OF ALL MAJOR BUILDING COMPONENTS, THE PRIME CONTRACTOR(S) SHALL CONDUCT A PREINSTALLATION AND COORDINATION MEETING WITH THE MANUFACTURER'S REPRESENTATIVE. INCLUDED IN THE MEETING SHALL BE ANY SUBCONTRACTOR AND PRODUCT MANUFACTURER AFFECTED BY THE SPECIFIC WORK. FAILURE OF THE PRIME CONTRACTOR(S) TO CONDUCT SUCH A MEETING, AND PROPERLY COORDINATE THE PROCESS, SHALL PLACE THE BURDEN FOR ANY & ALL PROBLEMS, RESULTING FROM SAID INSTALLATION, UPON THE PRIME CONTRACTOR(S) RESPONSIBLE FOR THAT PORTION OF THE WORK. 01.19 LONG 01.20LEAD MISCELLANEOUS ITEMS SHALL BE WOOD, IDENTIFIED COLD FORMED, BY THE CONTRACTOR(S) OR ROLLED STEEL WITH SHAPES, NOTIFICATION WHETHER TO BLOCKING THE ARCHITECT OR SUB-FRAMING IN A TIMELY WHICH MANNER. ARE REQUIRED FAILURE BY FOR THE THE CONTRACTOR(S) INSTALLATION OF TOOTHER OBTAINITEMS SUBMITTAL NECESSARY APPROVALS, FOR A AND COMPLETE TO ORDER PACKAGE LONG SHALL LEAD ITEMS, BE PROVIDED SO AS NOT WHETHER THE DELAY OR NOT THESPECIFICALLY PROGRESS INDICATED OF THE WORK, ON THE WILL DRAWINGS. NOT JUSTIFY AN EXTENSION OF THE SCHEDULE FOR COMPLETION, NOR WILL IT CAUSE PRODUCT SUBSTITUTIONS IN ORDER TO MEET THE SCHEDULE.

EXECUTION REQUIREMENTS

01.21 DIMENSIONS GIVEN FOR MASONRY OPENINGS ARE NOMINAL. GENERAL CONTRACTOR(S) SHALL COORDINATE THE FABRICATION OF DOOR, WINDOW, AND VISION PANEL FRAMES AND OTHER ITEMS TO BE INSTALLED IN MASONRY TO ACCOMMODATE ACTUAL DIMENSIONS VERIFIED IN THE FIELD WITH AND WITHOUT MORTAR JOINTS AS THEY OCCUR. 01.22 EACH PRIME CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING & BRACING TO SUPPORT EXISTING OR NEW CONSTRUCTION NOT FULLY SET UNTIL PERMANENT SUPPORTS ARE ERECTED. TAKE ALL NECESSARY MEASURES TO PREVENT COLLAPSE OF ANY ELEMENT OF NEW OR EXISTING CONSTRUCTION.

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

EXISTING FIRE EXTINGUISHER TO REMAIN

SUMMARY WORK (SINGLE OVERALL PRIME CONTRACT)

PRODUCT REQUIREMENTS

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

TEMPORARY FACILITIES & ACCESS

usaarchitects.com

QUALITY REQUIREMENTS

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

RENOVATIONS 8'-3 ".

DIVISION 01 AVAILABLE INFORMATION

LEGEND ROOM NAME NUMBER OCCUPANCY TYPE XXX SF / OCC. SF 100 FT 21

OF THE

BU (78 ILDING '-3" /2= DIAG 39'1") ONAL :7

DIVISION 00 PROCUREMENT

ROOM + OCCUPANCY INFORMATION

DISTANCE TRAVELED (FEET)

MAINTENANCE (MTN) BUILDING FOR

BROOKDALE COMMUNITY COLLEGE

NUMBER OF OCCUPANTS EXITING

765 Newman Springs Road, Lincroft, NJ 07738

PATH OF EGRESS TRAVEL DIRECTION OF EGRESS TRAVEL

NON-SIMULTANEOUS USE

1-HOUR RATED PARTITION

EXISTING BUILDING 2-HOUR RATED PARTITION 3-HOUR RATED PARTITION PARTITION DESIGNED TO RESIST THE PASSAGE OF SMOKE

CODE/EGRESS PLAN SCALE: 3/16" = 1'-0"

08.25.17

BULLETIN #1

No.

Date

Issue or Revision

Drawing Title

8/30/2017 10:40:17 AM

BUILDING CODE INFO. & EGRESS PLAN Scale

USA Project No.

As indicated Drawing Date

2017-025 Drawing No.

08.25.17 Drawn By

Checked By

A-010

30'-3" 3 A-050

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

EXISTING TO REMAIN

SELECTIVE DEMOLITION LEGEND: TO BE REMOVED

EXISTING STORAGE STRUCTURE ABOVE TO REMAIN & BE PROTECTED

DEMOLITION SCOPE OF WORK ITEM TYPICAL THROUGHOUT ENTIRE ROOM / AREA

usaarchitects.com

5 AREAS NOT IN CONTRACT

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

DEMOLITION SCOPE OF WORK ITEM AT A SPECIFIC LOCATION 4

REMOVE EXISTING TRUSS -4 TOTAL INCLUDING PURLINS.

REMOVE EXISTING POST & FOOTER. REMOVE SECTION OF SLAB FOR FOOTER INSTALL.

REMOVE EXISTING OVERHEAD DOOR, GUIDES, & HANGERS.

IN THIS AREA OF DAMAGE, REMOVE ALL EXISTING GIRTS BACK TO NEAREST WOOD COLUMN.

GENERAL DEMOLITION NOTES:

2. DO NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH SPACE AND TO FULFILL THE INTENT OF THE WORK INDICATED BY THE CONTRACT DOCUMENTS. VERIFY ALL DIMENSIONS WITHIN THE CONTRACT LIMITS. BRING DEVIATIONS FROM THE CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. THE EXTENT OF DEMOLITION AND REMOVAL INCLUDES, BUT IS NOT LIMITED TO WORK SHOWN ON THE DRAWINGS. 3. REMOVE ANY MISCELLANEOUS PROJECTIONS, HANGERS, BOLTS, SCREWS AND NAILS FROM EXISTING SURFACES TO REMAIN. PATCH AND PREPARE SURFACES TO RECEIVE NEW FINISH. 4. PATCH AND REPAIR ALL ADJACENT SURFACES WHICH ARE AFFECTED BY THE DEMOLITION OR REMOVAL OF ACCESSORIES TO THEIR ORIGINAL FORM AND PREPARE FOR NEW FINISH. COORDINATE WITH FINISH DRAWINGS.

5 6

SLOPE

3 5 A-050

REMOVE EXISTING WALL PANELS, TRIM , & INSULATION BOARD DOWN TO THE EXISTING STRUCTURE. REMOVE EXISTING BARN DOOR HARDWARE. PROVIDE TEMPORARY STRUCTURE SUPPORT THROUGHOUT, DURING TRANSLUCENT PANEL REMOVAL. EXISTING DOOR TO REMAIN.

SALVAGE VENT FOR RE-INSTALLATION

5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF CONSTRUCTION DEBRIS.

SLOPE

72'-2"

4 A-050

EXISTING ELECTRICAL CONDUITS, LIGHT FIXTURES & DEVICES ON TRUSSES TO BE REMOVED.

6. BEFORE DEMOLITION BEGINS, CONTRACTOR SHALL COORDINATE SEQUENCE AND SCHEDULES FOR ALL WORK AND RELOCATION OR DISPOSAL OF ALL MATERIALS WITH OWNER.

3 Roof +16' - 8"

SECOND FLOOR PLAN +11' - 3"

4 REMOVE ALL ROOF PANELS & INSULATION BOARD DOWN TO EXISTING STRUCTURE, THIS SLOPE ONLY & RIDGE CAP

1 7

FIRST FLOOR PLAN +0' - 0"

REMOVE ROOFING & INSULATION THIS SIDE ONLY

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

NORTH ELEVATION-DEMO

Signature & License No.

SCALE: 1/8" = 1'-0" This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

Roof +16' - 8"

RENOVATIONS

EXISTING STORAGE STRUCTURE ABOVE TO REMAIN & BE PROTECTED

SECOND FLOOR PLAN +11' - 3"

OF THE

MAINTENANCE (MTN) BUILDING

FOR

(NORTH PLAN) FIRST FLOOR PLAN +0' - 0"

EXISTING ROOF TO REMAIN NO WORK

EAST ELEVATION-DEMO

BROOKDALE COMMUNITY COLLEGE

EXISTING BUILDING TO REMAIN NO WORK (PRINT SHOP)

765 Newman Springs Road, Lincroft, NJ 07738

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

ROOF DEMOLITION PLAN SCALE: 3/16" = 1'-0"

GROUND FLOOR DEMOLITION PLAN SCALE: 3/16" = 1'-0" 4

Roof +16' - 8" SECOND FLOOR PLAN +11' - 3"

ELECTRICAL NOTE: EXISTING CONDUIT FEEDS TO 225A PANEL IN PRINT SHOP. GC TO COORDINATE W/ OWNER MIN. SHUTDOWN OF POWER REQUIRED FOR EXISTING DISCONNECT & NEW RECONNECT AT PRINT SHOP.

4 3

08.30.17 08.25.17

BULLETIN #2 BULLETIN #1

No.

Date

Issue or Revision

Drawing Title

8/30/2017 10:40:18 AM

FIRST FLOOR PLAN +0' - 0"

WEST ELEVATION-DEMO SCALE: 1/8" = 1'-0"

DEMOLITION PLANS

6 Scale

USA Project No.

As indicated Drawing Date

2017-025 Drawing No.

08.25.17 Drawn By

Checked By

A-050

METAL SIDING NEW EAVE TRIM

INSULATION

Roof +16' - 8"

6X6 WOOD POST

2X4 GIRTS

usaarchitects.com

CONSTRUCTION JOINT

FIRST FLOOR PLAN +0' - 0"

GRADE

TYP.

1'-0" 3"

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

SECOND FLOOR PLAN +11' - 3"

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

NORTH ELEVATION-NC

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

SCALE: 1/8" = 1'-0" 30'-3"

3 A-100

5'-0"

#3 TIES @ 12" O.C.

(6) #5 VERTICALS

B.O. FOOTER -5' - 0"

3'-0"

Footing Detail @ New Post SCALE: 1/2" = 1'-0"

Roof +16' - 8" SECOND FLOOR PLAN +11' - 3"

SLOPE

NEW SOFFIT TRIM

RUN NEW CONDUIT WIRING FROM EXISTING BOX, ON THIS WALL, TO PRINT SHOP PANEL

FIRST FLOOR PLAN +0' - 0"

EAST ELEVATION-NC

NEW WALL PANELS AT THIS LOCATION ONLY - SEE PLANS

REINSTALL EXISTING SURFACE MOUNTED LIGHTS AT BOTTOM OF TRUSSES IN SAME LOCATIONS

NEW RIDGE TRIM

SCALE: 1/8" = 1'-0" NEW DOOR TRIM, TYP. Roof +16' - 8"

A-100

Signature & License No.

72'-2"

SECOND FLOOR PLAN +11' - 3" REINSTALL EXISTING RIDGE VENT

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

NEW OVERHEAD DOOR

RENOVATIONS 4

WEST ELEVATION-NC

FIRST FLOOR PLAN +0' - 0"

NEW TRUSS - 4 TOTAL

OF THE

DOOR TO MATCH EXISTING STYLE

NEW ROOF PANELS ON NEW INSULATION PANELS ON EXISTING & NEW STRUCTURE

REINSTALL EXISTING TRUSS PLAQUE IN THIS LOCATION

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

MAINTENANCE (MTN) BUILDING FOR

BROOKDALE COMMUNITY COLLEGE

Roof +16' - 8" NEW 6X6 PRESSURE TREATED POSTS & FOOTINGS.

SECOND FLOOR PLAN +11' - 3"

765 Newman Springs Road, Lincroft, NJ 07738

4 NEW OVERHEAD DOOR

2'-5 1/4" VIF

NEW WOOD TRUSSE & POST BRACING - 3 TOTAL

FIRST FLOOR PLAN +0' - 0"

CROSS SECTION

PROVIDE NEW 2X4 GIRTS, 2X6 PURLINS IN THIS AREA

NEW 3X10 TRANSLUCENT PANEL ROOF CENTERED ON OVERHEAD DOOR.

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

VIF

4'-0"

NEW 2-2X12 WOOD HEADER

NEW SLAB INFILL & NEW POST, TYP.

Roof +16' - 8"

8/30/2017 10:40:21 AM

SECOND FLOOR PLAN +11' - 3"

4 3

08.30.17 08.25.17

BULLETIN #2 BULLETIN #1

No.

Date

Issue or Revision

Drawing Title

EXISTING ROOF

FIRST FLOOR PLAN +0' - 0"

8--A-100

NEW CONSTRUCTION PLANS

EXISTING BUILDING (PRINT SHOP) Scale

USA Project No.

As indicated

LONGITUDINAL SECTION

Drawing Date

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

ROOF PLAN-NC SCALE: 3/16" = 1'-0"

2017-025 Drawing No.

FIRST FLOOR PLAN-NC

08.25.17

SCALE: 3/16" = 1'-0"

Drawn By

Checked By

A-100

ALTERATIONS AT

LOG COLLEGE MIDDLE SCHOOL

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

FOR THE

CENTENNIAL SCHOOL DISTRICT

usaarchitects.com Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

CSI DIVISION

DRAWING LIST

PENNSYLVANIA ADMINISTRATIVE CODES ARCHITECTURAL

00.02 PRODUCT MANUFACTURERS IN CONJUNCTION WITH SUBCONTRACTORS AND PRIME CONTRACTOR(S) ARE RESPONSIBLE FOR ALL COMPONENTS AND CALCULATIONS AND/OR CERTIFICATIONS OF THEIR PRODUCT AND FOR PROVIDING COMPLETE SYSTEMS/ASSEMBLIES TO MEET THE DESIGN INTENT OF THE PROJECT. 00.03 THE BIDDER/CONTRACTOR IS REQUIRED TO VISIT THE SITE & EXAMINE THE EXISTING CONDITIONS TO HIS COMPLETE SATISFACTION PRIOR TO BIDDING. THE BIDDER/CONTRACTOR SHALL COMPARE THE EXISTING CONDITIONS TO THE DESIGN INTENT OF THE CONTRACT DOCUMENTS & SHALL IMMEDIATELY NOTIFY THE ARCHITECT + REYNOLD IN WRITING OF ANY/ALL DISCREPANCIES BEFORE SUBMITTING A BID. FAILURE TO DO SO WILL PLACE THE BURDEN OF RESPONSIBILITY ON THE CONTRACTOR TO PERFORM THE WORK AS INTENDED BY THE CONTRACT DOCUMENTS, AT NO ADDITIONAL COST TO THE OWNER. DIVISION 01 AVAILABLE INFORMATION

01.02 THE INDICATION OF SUBSTRATE & CONFIGURATION OF CONCEALED ITEMS & MATERIALS SHOWN ON THE CONSTRUCTION DOCUMENTS IS FOR GENERAL REFERENCE ONLY. THE CONTRACTOR(S) SHALL NOT BE ENTITLED TO ADDITIONAL COMPENSATION FOR ANY VARIANCE BETWEEN ACTUAL EXISTING CONDITIONS AND THAT REPRESENTED ON THE CONSTRUCTION DOCUMENTS. 01.03 ALL DIMENSIONS INDICATED ON THE CONSTRUCTION DOCUMENTS, OF EXISTING CONDITIONS, ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR(S) PRIOR TO SUBMITTING A BID.

GENERAL REQUIREMENTS

01.04 THE SUBCONTRACTOR(S) SHALL DISCUSS & VERIFY, WITH ALL GOVERNING AUTHORITIES ALL CODE REQUIREMENTS INDICATED AND/OR REQUIRED FOR THE COMPLETE EXECUTION OF THE WORK AS INTENDED BY THE CONSTRUCTION DOCUMENTS. 01.05 THE SUBCONTRACTOR(S) SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES HAVING JURISDICTION OVER THE PROJECT. REYNOLDS WILL SECURE THE GENERAL BUILDING PERMIT. SUB-CONTRACTORS TO PROVIDE AND PAY FOR INDIVIDUAL PERMITS REQUIRED BY THE LOCAL AHJ. 01.06 THE SUBCONTRACTOR(S) SHALL PROVIDE PROTECTION FOR THE PUBLIC, OWNER'S STAFF, AND CONSTRUCTION WORKERS IN AND AROUND THE CONSTRUCTION AREA & ADJACENT PROPERTY. ADEQUATE BARRIERS & SIGNAGE SHALL BE PROVIDED TO EXERCISE CONTROL OF SAFE INGRESS & EGRESS OF PREMISES. FIRE EXITS SHALL NOT BE BLOCKED. PROPER SITE SECURITY DURING WORKING & OFF-HOURS SHALL BE MAINTAINED. BARRICADE ALL UNSAFE OR POTENTIALLY DANGEROUS CONDITIONS. THE CONTRACTOR(S) SHALL FOLLOW O.S.H.A. STANDARDS DURING THE COURSE OF THE PROJECT. 01.07 DO NOT SCALE THE DRAWINGS. USE CALCULATED DIMENSIONS ONLY. NOTE THAT NOT ALL DIMENSIONS ARE GIVEN ON THE CONSTRUCTION DOCUMENTS. SOME DIMENSIONS ARE IMPLIED. IF THE CONTRACTOR IS NOT SURE OF A GIVEN DIMENSION, HE/SHE SHALL SUBMIT A REQUEST FOR INFORMATION (R.F.I.) AND/OR SHALL FIELD VERIFY EXISTING DIMENSIONS. 01.08 ALL INFORMATION FOR ALL TRADES CONTAINED WITHIN THE CONSTRUCTION DOCUMENTS SHALL BE USED TOGETHER & IN CONCERT WITH ONE ANOTHER AS A WHOLE BODY OF INFORMATION FOR THE PROJECT. THE DRAWINGS & PROJECT MANUAL ARE COMPLEMENTARY & WHAT IS REQUIRED BY ONE, SHALL BE REQUIRED BY BOTH. NEITHER THE PRIME CONTRACTOR(S) NOR ANY SUBCONTRACTOR(S) SHALL BE RELIEVED OF THE RESPONSIBILITY TO PROVIDE ALL ITEMS REQUIRED BY THE INFORMATION & DESIGN INTENT INDICATED & IMPLIED. IN THE EVENT OF CONFLICTS BETWEEN DOCUMENTS, THE GREATER QUANTITY OR HIGHER QUALITY OF WORK SHALL PREVAIL AND BE PROVIDED. 01.09 ALL ITEMS LABELED "EXISTING" ARE EXISTING "TO REMAIN" UNLESS OTHERWISE INDICATED. ITEMS NOT LABELED "EXISTING" ARE TO BE PROVIDED. THE TERM "PROVIDE" SHALL MEAN FURNISH & INSTALL AS IT IS USED THROUGHOUT THE CONTRACT DOCUMENTS.

PROJECT COORDINATION (SINGLE OVERALL PRIME CONTRACT) QUALITY REQUIREMENTS

01.12 THE SUBCONTRACTOR SHALL PROVIDE ALL MATERIAL, LABOR, SERVICES, ETC. TO COMPLETE THE ENTIRE WORK IN A MANNER ACCEPTABLE TO THE OWNER AND THE ARCHITECT. IT IS UNDERSTOOD THAT NOT EVERY DETAIL OR DIMENSION IS SHOWN IN THE CONTRACT DOCUMENTS, NOR ARE THEY NECESSARY FOR THE CONTRACTOR(S) TO PROVIDE A QUALITY PRODUCT. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR INFORMATION (R.F.I.) IF NEEDED TO CLARIFY THE INTENT OF ANY DETAIL OR OTHER INFORMATION. HOWEVER, SUCH REQUEST FOR INFORMATION SHALL NOT CONSTITUTE A CHANGE IN THE SCHEDULE, OR IN THE CONTRACT AMOUNT. NO WORK SHOULD BE INSTALLED IF THE CONTRACTOR IS UNSURE OF THE DESIGN INTENT. INSTALLATION OF ANY WORK THAT DOES NOT COMPLY WITH THE DESIGN INTENT, AS DETERMINED BY THE ARCHITECT, SHALL BE SUBJECT TO REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 01.14 ALL CONSTRUCTION, EQUIPMENT, CONTENTS, ETC. SHALL BE PROTECTED BY EACH CONTRACTOR DURING THE ENTIRE PERFORMANCE OF THE WORK. AREAS DISTURBED OR DAMAGED BY THE CONTRACTOR SHALL BE COMPLETELY RESTORED, REPAIRED, OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. 01.15 ALL UNUSED MATERIAL AND DEBRIS SHALL BE COMPLETELY REMOVED FROM THE SITE AND LEGALLY DISPOSED OF. NO ON-SITE STORAGE, BURNING, OR BURIAL OF DEBRIS SHALL BE PERMITTED. THE CONSTRUCTION SITE SHALL BE KEPT IN A CLEAN AND SAFE MANNER, INCLUDING, BUT NOT LIMITED TO DAILY BROOM CLEANING THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT.

EXECUTION REQUIREMENTS

01.20 MISCELLANEOUS WOOD, COLD FORMED, OR ROLLED STEEL SHAPES, WHETHER BLOCKING OR SUB-FRAMING WHICH ARE REQUIRED FOR THE INSTALLATION OF OTHER ITEMS NECESSARY FOR A COMPLETE PACKAGE SHALL BE PROVIDED WHETHER OR NOT SPECIFICALLY INDICATED ON THE DRAWINGS. 01.25 DETAILS & SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS & ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. DETAILS NOTED "TYPICAL" IMPLY ALL "LIKE-CONDITIONS" ARE TO BE TREATED SIMILARLY. 01.26 WORK NOT INDICATED IN PART OF THE DRAWING, BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST.

BUILDING CODE INFORMATION

SHEET NO.

SHEET NAME

2009 INTERNATIONAL BUILDING CODE, WITH MODIFICATIONS 2009 INTERNATIONAL EXISTING BUILDING CODE 2009 INTERNATIONAL FIRE CODE,WITH MODIFICATIONS 2009 INTERNATIONAL ENERGY CONSERVATION CODE (ASHRAE 90), WITH MODIFICATIONS 2009 INTERNATIONAL FUEL GAS CODE ANSI 117.1-2009 BARRIER FREE CODE (WITH CHAPTER 11 AND APPENDIX E OF THE 2015 INTERNATIONAL BUILDING CODE)

ISSUED FOR CONSTRUCTION - 03/14/2018

DIVISION 00 PROCUREMENT

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

IBC CHAPTER 3: USE AND OCCUPANCY CLASSIFICATION IBC REFERENCE 302.1 305.

USE GROUP CLASSIFICATION EXISTING BUILDING E EDUCATION PROPOSED INTERIOR ALTERATION E EDUCATION, NO CHANGE

A-000 A-010 A-054 A-055 A-056 A-057 A-058 A-059 A-060 A-061 A-062 A-104 A-105 A-106 A-107 A-108 A-140 A-141 A-160 A-161 A-162 A-204 A-205 A-206 A-300 A-301 A-600 A-601

TITLE SHEET EGRESS PLANS GROUND FLOOR DEMOLITION PLAN AREA A - LOG COLLEGE MS UPPER FLOOR DEMOLITION PLAN AREA A - LOG COLLEGE MS DEMOLITION FLOOR PLAN AREA B & CORRIDOR- LOG COLLEGE MS TOILET DEMOLITION PLAN - LOG COLLEGE MS DEMO ROOF PLAN AREA A - LOG COLLEGE MS DEMO ROOF PLAN AREA B - LOG COLLEGE MS GROUND FLOOR DEMOLITION RCP AREA A - LOG COLLEGE MS UPPER FLOOR DEMOLITION RCP AREA A - LOG COLLEGE MS DEMOLITION RCP AREA B & CORRIDOR - LOG COLLEGE MS GROUND FLOOR PLAN AREA A - LOG COLLEGE MS UPPER FLOOR PLAN AREA A - LOG COLLEGE MS FLOOR PLAN AREA B & CORRIDOR - LOG COLLEGE MS ROOF PLAN AREA A - LOG COLLEGE MS ROOF PLAN AREA B - LOG COLLEGE MS DETAILS EFCO (B.O.D.) WINDOW DETAILS ENLARGED ART ROOM ENLARGED TOILET PLANS & DETAILS - LOG COLLEGE MS ENLARGED RAMP & LIFT - KLINGER GROUND FLOOR REFLECTED CEILING PLAN AREA A - LOG COLLEGE MS UPPER FLOOR REFLECTED CEILING PLAN AREA A - LOG COLLEGE MS REFLECTED CEILING PLAN AREA B - LOG COLLEGE MS BUILDING A ELEVATIONS - LOG COLLEGE MS BUILDING B ELEVATIONS - LOG COLLEGE MS DOOR SCHEDULE + DETAILS - LOG COLLEGE MS WINDOW TYPES & FINISH SCHEDULES - LOG COLLEGE MS

X X X X X X X X X X X X X X X X X X X X X X X X X X X X

2009 INTERNATION EXISTING BUILDING CODE (IEBC) Chapter 3 Prescriptive Compliance Method (work area method) Section 303.1 Alterations “Alterations shall be such that the existing building or structure is no less conforming with the provisions of the code than the existing building or structure was prior to the alteration.” In other words, if the part of a building is touched, it must be “fixed”, if not, it can remain as-is. Chapter 4 Classification of Work Section 403.1 Alteration Level 1 Alteration 1 “includes the removals and replacement or the covering of existing materials, elements, equipment, or fixtures using new materials, elements, equipment, or fixtures that serve the same purpose.” ICC confirmed that our scope of work falls under this category, since we are not changing the use or occupancy, nor adding onto, the building. Chapter 6 Alterations Level 1 Section 602 specifies that new finishes, trims, etc., shall comply with the related sections of the IBC. Section 602.4 specifies that all new work shall comply with materials and methods requirements of the I codes. Section 604.1 Means of Egress “Repairs shall be done in a manner that maintain the level of protection provided for the means of egress.” The proposed work maintains the current level of protection provided for the current means of egress.

EX8715

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

ALTERATIONS AT

LOG COLLEGE MIDDLE SCHOOL FOR THE

PROJECT LOCATION:

DESIGN TEAM

SYMBOL LEGEND

730 NORRISTOWN ROAD, WARMINSTER, PA 18974

CENTENNIAL SCHOOL DISTRICT 433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

ARCHITECT NORTH ARROW

Room Name 101 Area

USA ARCHITECTS PLANNERS + INTERIOR DESIGNERS, P.A.

1 S 3RD STREET, SUITE 700 EASTON, PA, 18042 (610) 599-6000

ROOM TAG

SIM ELEVATION / SECTION MARK

A-101

SPOT ELEVATION

REVISION TAG

VIEW NAME SCALE: 1/8" = 1'-0"

TITLE MARK

03-14-2018 01-16-2018 No.

2/28/2018 3:04:15 PM

1 A-101

ISSUED FOR CONSTRUCTION ADDENDUM #1

Date

Issue or Revision

SIM

Drawing Title

DETAIL MARK

CW2

WINDOW TAG

101

DOOR TAG

WALL TAG

TITLE SHEET Scale

USA Project No.

As indicated Drawing Date

LOCATION MAP SCALE: N.T.S.

2017-002 Drawing No.

01.08.2018 Drawn By

Checked By

ChaW

JMc

A-000

LEGEND

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

PATH OF EGRESS TRAVEL DIRECTION OF EGRESS TRAVEL

NOTES 1. SCOPE OF WORK MEETS REQUIREMENTS FOR LEVEL 1 ALTERATIONS PER 2015 IEBC, THERE IS NO CHANGE IN BUILDING OCCUPANCY OR USE. THERE IS NO CHANGE TO ANY EXISTING MEANS OF EGRESS.

EXISTING EXIT DOOR: OCCUPANT CAPACITY: 320

usaarchitects.com

FIRE EXTINGUISHER

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

EXISTING EXIT DOOR: OCCUPANT CAPACITY: 320

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

FX FX

EXISTING EXIT DOOR: OCCUPANT CAPACITY: 300

EXISTING EXIT DOOR: OCCUPANT CAPACITY: 320 FX

EXISTING EXIT DOOR: OCCUPANT CAPACITY: 320

EXISTING EXIT DOOR: OCCUPANT CAPACITY: 300 FX FX

EXISTING EXIT DOOR: OCCUPANT CAPACITY: 960

UPPER FLOOR PLAN SCALE: 1/32" = 1'-0"

EXISTING EXIT DOOR: OCCUPANT CAPACITY: 300 Signature & License No.

EXISTING EXIT DOOR: OCCUPANT CAPACITY: 300

EX8715

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

FX EXISTING EXIT DOOR: OCCUPANT CAPACITY: 300

ALTERATIONS AT

LOG COLLEGE MIDDLE SCHOOL

FX FX

FOR THE

FX FX

EXISTING EXIT DOOR: OCCUPANT CAPACITY: 300

CENTENNIAL SCHOOL DISTRICT 433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

EXISTING EXIT DOOR: OCCUPANT CAPACITY: 300

FX FX

EXISTING EXIT DOOR: OCCUPANT CAPACITY: 300

03-14-2018 No.

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

2/28/2018 3:04:19 PM

EGRESS PLANS

GROUND FLOOR PLAN SCALE: 1/32" = 1'-0"

Scale

USA Project No.

As indicated Drawing Date

2017-002 Drawing No.

01.08.2018 Drawn By

Checked By

Author

Checker

A-010

10 9

9 14

CLASSROOM 15

DEMOLITION LEGEND:

9 14

STAIR 2 ST2.1

FACULTY WORKROOM 21-0

FACULTY WORKROOM 19-0

CLASSROOM 19

CLASSROOM 20

14 EXISTING TO REMAIN

CLASSROOM 21

CLASSROOM 22

FACULTY WORKROOM 23-0

CLASSROOM 23

CLASSROOM 24

TO BE REMOVED

CLASSROOM 25

STAIR 3 ST3.1

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

GENERAL DEMOLITION NOTES:

ELECTRIC ROOM 137

FACULTY WORKROOM 25-0

CORRIDOR 111B

1 1

STORAGE 118

E.T.R. CASEWORK

MECH. RM. 119

2 A-057

MECH/ STORAGE 138

HOME MAKING 17

BOY'S TOILET 1.2 BT1.2

GIRL'S TOILET 1.2 GT1.2

2 3

IT/ STORAGE 120

2 3

HALL 113

WOMEN'S TOILET 115

STORAGE & MECHANICAL ROOM

STORAGE 117

5. SEE MEP AND STRUCTURAL DRAWINGS FOR FULL SCOPE OF DEMOLITION. COORDINATE BOILER & CHILLER PAD REMOVAL WITH HVAC.

OFFICE 124

FREEZER 136

HOME MAKING 16-1

RECEIVING & MAINTENANCE 130

LOCKER 133

GROUNDS EQUIPMENT TOILET ROOM 132 135

REFUSE 107

CORRIDOR 111

CORRIDOR 16-3

OFFICE 131

D.F.

KITCHEN HELP 108

JANITOR CLOSET 109

SERVING 2 106

LIVING ROOM 16-2

E.T.R. CASEWORK

PRINCIPAL OFFICE 122

STORAGE 16-4

MAIN OFFICE 121 OFFICE 105C

CAFETERIA 103

DF 13

CORRIDOR 111A

1 A-057

KITCHEN 105

CORRIDOR 111C

CORRIDOR 111D 6

ART 14

WOOD SHOP 12-1

CLASSROOM 11

STORAGE 13-1 2

WOOD SHOP 12

SERVING 1 104

COMPUTER LAB 10

ART 13

MATERIAL STORAGE 12-3

6 15 16

FINISH ROOM 12-4

COMPUTER LAB 9

STAIR 1 ST1.1 CLASSROOM 8

ENTRANCE 101

GROUND FLOOR DEMOLITION PLAN

REMOVE EXISTING RESILIENT BASE ONLY WHERE FLOORING IS REMOVED.

REMOVE EXISTING ACCORDION PARTITION - TRACKS TO REMAIN.

REMOVE EXISTING TIERED SEATING RISERS, RAILINGS AND ASSOCIATED CONSTRUCTION.

REMOVE EXISTING SINKS AND MILLWORK. CAP EXISTING PLUMBING, COORDINATE WITH PLUMBING DRAWINGS.

REMOVE EXISTING PARTITION.

REINSTALL DOORS PROVIDED BY OWNER.

REMOVE EXISTING WINDOW IN ITS ENTIRETY AND PREP ROUGH OPENING FOR NEW WINDOW INSTALLATION. REMOVE BULKHEAD ABOVE LARGE WINDOWS TO ALLOW FOR FRAMING TO REACH DECK ABOVE.

REMOVE EXISTING CONCRETE CURB/ APRON AT BUILDING PERIMETER. PROVIDE NEW TOP SOIL AND GRASS. ENSURE GRADE SLOPES AWAY FROM BUILDING.

RELOCATE KILN AND ALL ASSOCIATED POWER/ GAS AND EXHAUSTING REQUIREMENTS BY HVAC CONTRACTOR

REMOVE EXISTING ALUMINUM DOORS AND WINDOWS. PREP AREA FOR NEW INSTALL.

REMOVE EXISTING DRINKING FOUNTAIN. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.

ABATE EXISTING VAT AT WINDOW AS REQIURED FOR INSTALL OF NEW WINDOW.

REMOVE EXISTING CERAMIC TILE FLOORING.

REMOVE WATER DAMAGED WOOD FLOORING AS REQUIRED. VERIFY EXTENT TO BE REMOVED.

PORTION OF EXISTING RAISED HW (HARDWOOD FLOORING) TO REMAIN.

17 18

REMOVE EXISTING ALUMINUM STOREFRONT WINDOWS AND DOORS. PATCH TERRAZZO FLOORING AS REQUIRED.

REMOVE EXISTING FLOOR MOUNTED SINKS & CABINET. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.

ENTRANCE VESTIBULE 100

REMOVE EXISTING CARPET.

SHELVING TO BE REMOVED AND REINSTALLED BY OWNER

REMOVE EXISTING TACKBOARD AND MASTIC

REMOVE BOILER, CHILLER & BASE IN ROOM 134 (INC. ALL CONCRETE & MASONRY FOUND)

REMOVE PLYWOOD FROM WINDOWS

REMOVE PANELS AT WINDOW

REMOVE RAISED PLATFORM; PATCH VCT.

REMOVE, SALVAGE, & REINSTALL EXISTING PANELS AT WINDOW AND OTHER LOCATIONS AS SHOWN IN ROOMS 41 & 42.

Signature & License No.

CONNECTING CORRIDOR 102

REMOVE EXISTING FINISH FLOORING (VAT) IN ITS ENTIRETY DOWN TO EXISTING SLAB/SUBFLOOR. PATCH, REPAIR, CLEAN AND PREPARE SUBSTRATES AS NECESSARY TO RECEIVE NEW FINISH AS SCHEDULED.

STORAGE 12-2

MATERIAL STORAGE 9-2

REMOVE EXISTING DOOR AND ASSOCIATED HARDWARE AND REPLACE WITH NEW SCHEDULED DOOR AND HARDWARE. DOOR FRAME TO REMAIN.

CLOSET 9-1

BOY'S TOILET 1.1 BT1.1

DISHWASH AREA

FREEZER 105A

STORAGE 141

GIRL'S CLOSET TOILET 1.1 GT1.1 142

STORE 140

REFRIGERATOR 105B

DARK ROOM 143

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

SELECTIVE DEMOLITION NOTES:

MT 127

FCS 16

D W

GUIDANCE 123

WT 126

6. ALL EXISTING CASEWORK, MILLWORK, BUILTINS, CABINETRY, DESKS, & SHELVING ETC. ARE TO REMAIN UNLESS OTHERWISE NOTED.

17 1

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

4. PATCH AND REPAIR ALL ADJACENT SURFACES WHICH ARE AFFECTED BY THE DEMOLITION OR REMOVAL OF ACCESSORIES TO THEIR ORIGINAL FORM AND PREPARE FOR NEW FINISH. COORDINATE WITH FINISH DRAWINGS.

CLASSROOM 26

FOOD STORAGE 110

HALL 125

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

3. REMOVE ANY MISCELLANEOUS PROJECTIONS, HANGERS, BOLTS, SCREWS AND NAILS FROM EXISTING SURFACES TO REMAIN. PATCH AND PREPARE SURFACES TO RECEIVE NEW FINISH.

112

LOUNGE 116

23 2

ELEV. EL1

MEN'S TOILET 114

usaarchitects.com

BOILER ROOM 134

EX8715

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

ALTERATIONS AT

LOG COLLEGE MIDDLE SCHOOL

SCALE: 3/32" = 1'-0"

FOR THE

CENTENNIAL SCHOOL DISTRICT 433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

03-14-2018

No.

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

2/28/2018 3:04:24 PM

Drawing Title

GROUND FLOOR DEMOLITION PLAN AREA A - LOG COLLEGE MS Scale

KEY PLAN A - LOG COLLEGE MS SCALE: N.T.S.

USA Project No.

As indicated Drawing Date

2017-002 Drawing No.

01.08.2018 Drawn By

Checked By

ChaW

JMc

A-054

DEMOLITION LEGEND: 14

CLASSROOM 34

STAIR 2 ST2.2

CLASSROOM 35

CLASSROOM 36

FACULTY WORKROOM 37-0

CLASSROOM 37

EXISTING TO REMAIN

CLASSROOM 39

TO BE REMOVED

CLASSROOM 40

CLASSROOM 41

STAIR 3 ST3.2

CLASSROOM 42

PAINT HM FRAMES AT DOOR AND WINDOWS

SCIENCE LAB 43

4 A-057

CORRIDOR 211B

STORAGE 3 230

14 9

MECH. 231 CLASSROOM 54

CLASSROOM 33

GIRL'S TOILET 2.2 GT2.2

BOY'S TOILET 2.2 BT2.2

3 2

PLANTER

STORAGE 210

CONFERENCE 204 SCIENCE LAB 44

WOMEN'S TOILET 1 228

GUIDANCE 224

PLANTER

CORRIDOR 211C

COURT UC

MEN'S TOILET 1 229

LIBRARY 202

LIBRARY WORKROOM 58

CORRIDOR 211 LIBRARY WORKROOM 58A

CLASSROOM 52 FACULTY WORKROOM 31-0

HALL 222

OFFICE 223

CORRIDOR 211D

SCIENCE LAB 45

3 2

STORAGE 31-1

CLASSROOM 61

MAIN OFFICE 220

CLASSROOM 51

MECHANICAL 241

CLASSROOM 50

BOY'S TOILET 2.1 BT2.1

CLASSROOM 31 14

CLASSROOM 60 20

STORAGE 213

1 PLANTER

STORAGE 214

CORRIDOR 211A

3 A-057

3 2

CLASSROOM 30

FACULTY WORKROOM 29-0

CLASSROOM 29

CLASSROOM 28

FACULTY WORKROOM 27-0

CLASSROOM 27

MEN'S TOILET 242

8 1

JANITOR CLOSET 245 STAIR 1 ST1.2

CLASSROOM 48

FACULTY WORKROOM 47-0

UPPER FLOOR DEMOLITION PLAN

LOUNGE 244

19 3

SCIENCE LAB 46

MECH. 46-0

CLASSROOM 47

REMOVE EXISTING FINISH FLOORING (VAT) IN ITS ENTIRETY DOWN TO EXISTING SLAB/SUBFLOOR. PATCH, REPAIR, CLEAN AND PREPARE SUBSTRATES AS NECESSARY TO RECEIVE NEW FINISH AS SCHEDULED.

REMOVE EXISTING RESILIENT BASE ONLY WHERE FLOORING IS REMOVED.

REMOVE EXISTING ACCORDION PARTITION - TRACKS TO REMAIN.

REMOVE EXISTING TIERED SEATING RISERS, RAILINGS AND ASSOCIATED CONSTRUCTION.

REMOVE EXISTING SINKS AND MILLWORK. CAP EXISTING PLUMBING, COORDINATE WITH PLUMBING DRAWINGS.

REMOVE EXISTING PARTITION.

REINSTALL DOORS PROVIDED BY OWNER.

REMOVE EXISTING WINDOW IN ITS ENTIRETY AND PREP ROUGH OPENING FOR NEW WINDOW INSTALLATION. REMOVE BULKHEAD ABOVE LARGE WINDOWS TO ALLOW FOR FRAMING TO REACH DECK ABOVE.

REMOVE EXISTING CONCRETE CURB/ APRON AT BUILDING PERIMETER. PROVIDE NEW TOP SOIL AND GRASS. ENSURE GRADE SLOPES AWAY FROM BUILDING.

RELOCATE KILN AND ALL ASSOCIATED POWER/ GAS AND EXHAUSTING REQUIREMENTS BY HVAC CONTRACTOR

REMOVE EXISTING ALUMINUM DOORS AND WINDOWS. PREP AREA FOR NEW INSTALL.

REMOVE EXISTING DRINKING FOUNTAIN. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.

ABATE EXISTING VAT AT WINDOW AS REQIURED FOR INSTALL OF NEW WINDOW.

REMOVE EXISTING CERAMIC TILE FLOORING.

REMOVE WATER DAMAGED WOOD FLOORING AS REQUIRED. VERIFY EXTENT TO BE REMOVED.

PORTION OF EXISTING RAISED HW (HARDWOOD FLOORING) TO REMAIN.

17 18

REMOVE EXISTING ALUMINUM STOREFRONT WINDOWS AND DOORS. PATCH TERRAZZO FLOORING AS REQUIRED.

REMOVE EXISTING FLOOR MOUNTED SINKS & CABINET. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.

REMOVE EXISTING CARPET.

SHELVING TO BE REMOVED AND REINSTALLED BY OWNER

REMOVE EXISTING TACKBOARD AND MASTIC

REMOVE BOILER, CHILLER & BASE IN ROOM 134 (INC. ALL CONCRETE & MASONRY FOUND)

REMOVE PLYWOOD FROM WINDOWS

REMOVE PANELS AT WINDOW

REMOVE RAISED PLATFORM; PATCH VCT.

REMOVE, SALVAGE, & REINSTALL EXISTING PANELS AT WINDOW AND OTHER LOCATIONS AS SHOWN IN ROOMS 41 & 42.

3 2

WOMEN'S TOILET 243

9 19

REMOVE EXISTING DOOR AND ASSOCIATED HARDWARE AND REPLACE WITH NEW SCHEDULED DOOR AND HARDWARE. DOOR FRAME TO REMAIN.

PRINCIPAL OFFICE 221

GIRL'S TOILET 2.1 GT2.1

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

SELECTIVE DEMOLITION NOTES:

CLASSROOM 53

CLASSROOM 32

GUIDANCE 226

PLANTER

5. SEE MEP AND STRUCTURAL DRAWINGS FOR FULL SCOPE OF DEMOLITION. COORDINATE BOILER & CHILLER PAD REMOVAL WITH HVAC. 6. ALL EXISTING CASEWORK, MILLWORK, BUILTINS, CABINETRY, DESKS, & SHELVING ETC. ARE TO REMAIN UNLESS OTHERWISE NOTED.

2 1

9 14

GUIDANCE 225

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

4. PATCH AND REPAIR ALL ADJACENT SURFACES WHICH ARE AFFECTED BY THE DEMOLITION OR REMOVAL OF ACCESSORIES TO THEIR ORIGINAL FORM AND PREPARE FOR NEW FINISH. COORDINATE WITH FINISH DRAWINGS.

CONFERENCE ROOM 227

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

3. REMOVE ANY MISCELLANEOUS PROJECTIONS, HANGERS, BOLTS, SCREWS AND NAILS FROM EXISTING SURFACES TO REMAIN. PATCH AND PREPARE SURFACES TO RECEIVE NEW FINISH.

203

ELEV. EL2

MECHANICAL 240

STORAGE 212 3 MECHANICAL EQUIPMENT

CLASSROOM 55

usaarchitects.com 1. CONTRACTOR MUST INSTALL AND MAINTAIN PLASTIC DUST BARRIERS DURING DEMOLITION AND CONSTRUCTION TO PROTECT THE GENERAL PUBLIC FROM DUST AND FUMES. LOCATE PARTITIONS REQUIRED TO PROTECT ADJACENT AREAS AND EQUIPMENT, AND CONTINUE EGRESS THROUGH THE SPACE. CONTRACTOR SHALL PROVIDE TEMPORARY EXIT WAYS AS REQUIRED BY LOCAL CODE ENFORCEMENT OFFICIAL DURING CONSTRUCTION.

GENERAL DEMOLITION NOTES:

FACULTY WORKROOM 33-0

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

FACULTY WORKROOM 40-0

FACULTY WORKROOM 38-0

CLASSROOM 38

Signature & License No.

EX8715

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

ALTERATIONS AT

LOG COLLEGE MIDDLE SCHOOL

SCALE: 3/32" = 1'-0"

FOR THE

CENTENNIAL SCHOOL DISTRICT 433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

03-14-2018 No.

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

2/28/2018 3:04:28 PM

UPPER FLOOR DEMOLITION PLAN AREA A - LOG COLLEGE MS

Scale

USA Project No.

As indicated Drawing Date

2017-002 Drawing No.

KEY PLAN A - LOG COLLEGE MS

01.08.2018

SCALE: N.T.S.

Drawn By

Checked By

ChaW

JMc

A-055

DEMOLITION LEGEND: EXISTING TO REMAIN

TO BE REMOVED

GENERAL DEMOLITION NOTES: 9

CONNECTING CORRIDOR 102

usaarchitects.com Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

3. REMOVE ANY MISCELLANEOUS PROJECTIONS, HANGERS, BOLTS, SCREWS AND NAILS FROM EXISTING SURFACES TO REMAIN. PATCH AND PREPARE SURFACES TO RECEIVE NEW FINISH. 4. PATCH AND REPAIR ALL ADJACENT SURFACES WHICH ARE AFFECTED BY THE DEMOLITION OR REMOVAL OF ACCESSORIES TO THEIR ORIGINAL FORM AND PREPARE FOR NEW FINISH. COORDINATE WITH FINISH DRAWINGS.

DEMOLITION FLOOR PLAN CORRIDOR

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

SCALE: 3/32" = 1'-0"

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

HEALTH 157

HEALTH 158

JANITOR CLOSET 159

EXISTING CT FLOORING TO REMAIN. NOTE: NO NEW FLOORING IN THIS SPACE.

CORRIDOR 150A HEALTH CL. 158-1

CORRIDOR 153

NURSE 155

MEN 156

STAGE 152

BOY'S LOCKER ROOM 160 2

AUDITORIUM 151

STORAGE 161

BOY'S TOILET L35

REMOVE EXISTING DOOR AND FRAME. CAREFULLY CUT OUT REMAINING PORTION OF BRICK/BLOCK WALL TO ENLARGE EXISTING OPENING TO BE FULL WIDTH OF EXISTING CORRIDOR.

CORRIDOR 150

CORRIDOR 172

SALVAGE EXISTING FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER FOR REINSTALL.

STORAGE 174

STORAGE 173

2 3

CORRIDOR 154

WOMEN 171 1

SELECTIVE DEMOLITION NOTES: 1

REMOVE EXISTING DOOR AND ASSOCIATED HARDWARE AND REPLACE WITH NEW SCHEDULED DOOR AND HARDWARE. DOOR FRAME TO REMAIN.

REMOVE EXISTING FINISH FLOORING (VAT) IN ITS ENTIRETY DOWN TO EXISTING SLAB/SUBFLOOR. PATCH, REPAIR, CLEAN AND PREPARE SUBSTRATES AS NECESSARY TO RECEIVE NEW FINISH AS SCHEDULED.

REMOVE EXISTING RESILIENT BASE ONLY WHERE FLOORING IS REMOVED.

REMOVE EXISTING ACCORDION PARTITION - TRACKS TO REMAIN.

REMOVE EXISTING TIERED SEATING RISERS, RAILINGS AND ASSOCIATED CONSTRUCTION.

REMOVE EXISTING SINKS AND MILLWORK. CAP EXISTING PLUMBING, COORDINATE WITH PLUMBING DRAWINGS.

REMOVE EXISTING PARTITION.

REINSTALL DOORS PROVIDED BY OWNER.

REMOVE EXISTING WINDOW IN ITS ENTIRETY AND PREP ROUGH OPENING FOR NEW WINDOW INSTALLATION. REMOVE BULKHEAD ABOVE LARGE WINDOWS TO ALLOW FOR FRAMING TO REACH DECK ABOVE.

REMOVE EXISTING CONCRETE CURB/ APRON AT BUILDING PERIMETER. PROVIDE NEW TOP SOIL AND GRASS. ENSURE GRADE SLOPES AWAY FROM BUILDING.

RELOCATE KILN AND ALL ASSOCIATED POWER/ GAS AND EXHAUSTING REQUIREMENTS BY HVAC CONTRACTOR

REMOVE EXISTING ALUMINUM DOORS AND WINDOWS. PREP AREA FOR NEW INSTALL.

REMOVE EXISTING DRINKING FOUNTAIN. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.

ABATE EXISTING VAT AT WINDOW AS REQIURED FOR INSTALL OF NEW WINDOW.

REMOVE EXISTING CERAMIC TILE FLOORING.

REMOVE WATER DAMAGED WOOD FLOORING AS REQUIRED. VERIFY EXTENT TO BE REMOVED.

PORTION OF EXISTING RAISED HW (HARDWOOD FLOORING) TO REMAIN.

17 18

REMOVE EXISTING ALUMINUM STOREFRONT WINDOWS AND DOORS. PATCH TERRAZZO FLOORING AS REQUIRED.

REMOVE EXISTING FLOOR MOUNTED SINKS & CABINET. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.

REMOVE EXISTING CARPET.

1 12

CORRIDOR 150B VOCAL 170

PRACTICE ROOM 168

JANITOR CLOSET 2 167 3

MUSIC CLASSROOM 169

VOCAL 170-1

GIRL'S LOCKER ROOM 163

GIRL'S TOILET L29

Signature & License No.

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

ALTERATIONS AT

LOG COLLEGE MIDDLE SCHOOL FOR THE

CENTENNIAL SCHOOL DISTRICT 433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

03-14-2018

SHELVING TO BE REMOVED AND REINSTALLED BY OWNER

REMOVE EXISTING TACKBOARD AND MASTIC

REMOVE BOILER, CHILLER & BASE IN ROOM 134 (INC. ALL CONCRETE & MASONRY FOUND)

REMOVE PLYWOOD FROM WINDOWS

REMOVE PANELS AT WINDOW

REMOVE RAISED PLATFORM; PATCH VCT.

EX8715

No.

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title REMOVE EXISTING WASHING MACHINE AND ASSOCIATED PLUMBING. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.

STORAGE 162

2/28/2018 3:04:41 PM

2 3

DEMOLITION FLOOR PLAN - AREA B SCALE: 3/32" = 1'-0"

DEMOLITION FLOOR PLAN AREA B & CORRIDOR- LOG COLLEGE MS Scale

USA Project No.

As indicated Drawing Date

KEY PLAN B - LOG COLLEGE MS SCALE: N.T.S.

REMOVE, SALVAGE, & REINSTALL EXISTING PANELS AT WINDOW AND OTHER LOCATIONS AS SHOWN IN ROOMS 41 & 42.

2017-002 Drawing No.

01.08.2018 Drawn By

Checked By

ChaW

JMc

A-056

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174 usaarchitects.com BOY'S TOILET BT2.2

GIRL'S TOILET GT1.1

VERIFY EXISTING SINK LOCATIONS TO MINIMIZE EXTENT OF DEMO & PATCHING

VERIFY EXISTING SINK LOCATIONS TO MINIMIZE EXTENT OF DEMO & PATCHING BOY'S TOILET BT1.1

BOY'S TOILET BT1.2

GIRL'S TOILET GT2.2

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

GIRL'S TOILET GT1.2 BOY'S TOILET BT2.1

GIRL'S TOILET GT2.1

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

TOILET DEMOLITION PLAN - GT1.1 & BT1.1 SCALE: 1/4" = 1'-0"

TOILET DEMOLITION PLAN - GT1.2 & BT1.2 SCALE: 1/4" = 1'-0"

TOILET DEMOLITION PLAN - GT2.1 & BT2.1 SCALE: 1/4" = 1'-0"

TOILET DEMOLITION PLAN - GT2.2 & BT2.2 SCALE: 1/4" = 1'-0"

DEMOLITION LEGEND: EXISTING TO REMAIN

TO BE REMOVED

GENERAL DEMOLITION NOTES: 1. CONTRACTOR MUST INSTALL AND MAINTAIN PLASTIC DUST BARRIERS DURING DEMOLITION AND CONSTRUCTION TO PROTECT THE GENERAL PUBLIC FROM DUST AND FUMES. LOCATE PARTITIONS REQUIRED TO PROTECT ADJACENT AREAS AND EQUIPMENT, AND CONTINUE EGRESS THROUGH THE SPACE. CONTRACTOR SHALL PROVIDE TEMPORARY EXIT WAYS AS REQUIRED BY LOCAL CODE ENFORCEMENT OFFICIAL DURING CONSTRUCTION. 2. DO NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH SPACE AND TO FULFILL THE INTENT OF THE WORK INDICATED BY THE CONTRACT DOCUMENTS. VERIFY ALL DIMENSIONS WITHIN THE CONTRACT LIMITS. BRING DEVIATIONS FROM THE CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. THE EXTENT OF DEMOLITION AND REMOVAL INCLUDES, BUT IS NOT LIMITED TO WORK SHOWN ON THE DRAWINGS. 3. REMOVE ANY MISCELLANEOUS PROJECTIONS, HANGERS, BOLTS, SCREWS AND NAILS FROM EXISTING SURFACES TO REMAIN. PATCH AND PREPARE SURFACES TO RECEIVE NEW FINISH. 4. PATCH AND REPAIR ALL ADJACENT SURFACES WHICH ARE AFFECTED BY THE DEMOLITION OR REMOVAL OF ACCESSORIES TO THEIR ORIGINAL FORM AND PREPARE FOR NEW FINISH. COORDINATE WITH FINISH DRAWINGS. Signature & License No.

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

TOILET ROOM DEMOLITION NOTES:

ALTERATIONS

(NOTES APPLY TO ALL RESTROOMS SHOWN ON THIS SHEET)

1. REMOVE ALL EXISTING FIXTURES & CARRIERS (TOILET, URINALS, AND SINKS) AND ASSCIATED PLUMBING AS INDICATED ON PLUMBING DRAWINGS.

LOG COLLEGE MIDDLE SCHOOL FOR THE

2. SALVAGE ALL HAND DRYERS. SAVE FOR FUTURE REINSTALL. 3. DEMO ENTIRE HARD CEILING INCLUDING LIGHT FIXTURES, GRILLS AND ASSOCIATED HVAC ITEMS ABOVE CEILING. SEE MEP DRAWINGS FOR MORE INFORMATION. 4. DEMO EXISTING TOILET PARTITIONS AND EXISTING GLAZED CMU CHASE WALL.

EX8715

CENTENNIAL SCHOOL DISTRICT 433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

5. EXISTING STEEL TUBE COLUMN LOCATED IN WET WALL OF GIRL'S TOILET - GT1.1 TO REMAIN. 6. PREP EXISTING WALLS AND FLOORS AS REQUIRED FOR NEW RESIN FINISH COATING. SEE A161 FOR MORE INFORMATION.

03-14-2018 No.

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

2/28/2018 3:04:48 PM

TOILET DEMOLITION PLAN - LOG COLLEGE MS Scale

USA Project No.

As indicated Drawing Date

2017-002 Drawing No.

01.08.2018 Drawn By

Checked By

JMc

A-057

DEMOLITION LEGEND: EXISTING TO REMAIN

TO BE REMOVED

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

SEE MEP PLANS FOR ADDITIONAL DEMO SCOPE AT ROOF.

usaarchitects.com Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

1 3. REMOVE ANY MISCELLANEOUS PROJECTIONS, HANGERS, BOLTS, SCREWS AND NAILS FROM EXISTING SURFACES TO REMAIN. PATCH AND PREPARE SURFACES TO RECEIVE NEW FINISH.

4. PATCH AND REPAIR ALL ADJACENT SURFACES WHICH ARE AFFECTED BY THE DEMOLITION OR REMOVAL OF ACCESSORIES TO THEIR ORIGINAL FORM AND PREPARE FOR NEW FINISH. COORDINATE WITH FINISH DRAWINGS. 5. SEE MEP AND STRUCTURAL DRAWINGS FOR FULL SCOPE OF DEMOLITION. COORDINATE BOILER & CHILLER PAD REMOVAL WITH HVAC. 6. ALL EXISTING CASEWORK, MILLWORK, BUILTINS, CABINETRY, DESKS, & SHELVING ETC. ARE TO REMAIN UNLESS OTHERWISE NOTED.

DEMO EXISTING EQUIPMENT.

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

ROOF DEMOLITION NOTES:

1. MEP SUBCONTRACTOR RESPONSIBLE FOR REMOVING ALL EQUIPMENT SHOWN TO BE DEMO'D. SEE MEP DRAWINGS FOR MORE INFORMATION. 2. CUT ROOF, INSTALL BLOCKING, SET AND FLASH. CURBS PROVIDED BY OTHERS.

1 DEMO EXISTING CONDENSING UNIT.

3. AREAS OF INFILL ROOFING TO MATCH EXISTING ROOFING SYSTEM AND RECEIVE SAME LEVEL OF WARRANTY AS EXISTING ROOF. 4. SKYLIGHTS ARE EXISTING TO REMAIN.

LOWER ROOF

KEY NOTES:

1 1

4 2

CURB IS EXISTING TO REMAIN.

PATCH ROOF AT CHILLER OR CONDENSER DUNNAGE OR EXHAUST FAN.

SET NEW CURB.

PATCH AT VENT PIPE.

DEMO EXISTING COOLING TOWER AND DUNNAGE. PATCH ROOF AS REQUIRED. 1

1 1

Signature & License No.

EX8715

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

ALTERATIONS AT

DEMO ROOF PLAN - AREA A

LOG COLLEGE MIDDLE SCHOOL

SCALE: 3/32" = 1'-0" FOR THE

CENTENNIAL SCHOOL DISTRICT 433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

03-14-2018 01-16-2018 No.

ISSUED FOR CONSTRUCTION ADDENDUM #1

Date

Issue or Revision

Drawing Title

2/28/2018 3:04:50 PM

DEMO ROOF PLAN AREA A - LOG COLLEGE MS Scale

USA Project No.

As indicated Drawing Date

2017-002 Drawing No.

KEY PLAN A - LOG COLLEGE MS

01.08.2018

SCALE: N.T.S.

Drawn By

Checked By

JMc

A-058

ROOF DEMOLITION NOTES: 1. MEP SUBCONTRACTOR RESPONSIBLE FOR REMOVING ALL EQUIPMENT SHOWN TO BE DEMO'D. SEE MEP DRAWINGS FOR MORE INFORMATION. 2. CUT ROOF, INSTALL BLOCKING, SET AND FLASH. CURBS PROVIDED BY OTHERS. 3. AREAS OF INFILL ROOFING TO MATCH EXISTING ROOFING SYSTEM AND RECEIVE SAME LEVEL OF WARRANTY AS EXISTING ROOF. 4. SKYLIGHTS ARE EXISTING TO REMAIN.

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

KEY NOTES: NO WORK AT CONNECTING CORRIDOR ROOF.

CURB IS EXISTING TO REMAIN.

PATCH ROOF AT CHILLER OR CONDENSER DUNNAGE OR EXHAUST FAN.

SET NEW CURB.

PATCH AT VENT PIPE.

usaarchitects.com Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

AREA OF ROOFING TO BE REMOVED AND REPLACED. SEE A-108 FOR MORE INFORMATION

DEMOLITION ROOF PLAN CORRIDOR SCALE: 3/32" = 1'-0"

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

EXISTING ROOFING & COPING TO REMAIN AT UPPER ROOF LEVELS.

EXG. ROOF HATCH TO REMAIN.

1 1 1 EXISTING DUCT ENCLOSURE TO REMAIN. EXISTING RELIEF VENT TO BE REMOVED. SEE MECHANICAL DRAWINGS. 2 EXISTING ROOFING & COPING TO REMAIN AT UPPER ROOF LEVELS.

DEMOLITION LEGEND:

EXISTING ROOFING & COPING TO REMAIN AT UPPER ROOF LEVELS.

EXISTING TO REMAIN

1 2

TO BE REMOVED Signature & License No.

GENERAL DEMOLITION NOTES: LOCATION OF EXISTING EQUIPMENT TO BE REMOVED AND REPLACED. SEE MECHANICAL DRAWINGS. 1

ETR

AREA OF ROOFING TO BE REMOVED AND REPLACED. SEE A-108 FOR MORE INFORMATION

ETR

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

EX8715

ALTERATIONS AT

LOG COLLEGE MIDDLE SCHOOL FOR THE

CENTENNIAL SCHOOL DISTRICT 433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

4. PATCH AND REPAIR ALL ADJACENT SURFACES WHICH ARE AFFECTED BY THE DEMOLITION OR REMOVAL OF ACCESSORIES TO THEIR ORIGINAL FORM AND PREPARE FOR NEW FINISH. COORDINATE WITH FINISH DRAWINGS.

5. SEE MEP AND STRUCTURAL DRAWINGS FOR FULL SCOPE OF DEMOLITION. COORDINATE BOILER & CHILLER PAD REMOVAL WITH HVAC. ALL SKYLIGHTS TO REMAIN, TYPICAL .

6. ALL EXISTING CASEWORK, MILLWORK, BUILTINS, CABINETRY, DESKS, & SHELVING ETC. ARE TO REMAIN UNLESS OTHERWISE NOTED.

B ETR

03-14-2018 No.

2/28/2018 3:06:08 PM

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

DEMO ROOF PLAN AREA B - LOG COLLEGE MS

DEMO ROOF PLAN - AREA B SCALE: 3/32" = 1'-0"

Scale

USA Project No.

As indicated

KEY PLAN B - LOG COLLEGE MS SCALE: N.T.S.

Drawing Date

2017-002 Drawing No.

01.08.2018 Drawn By

Checked By

JMc

A-059

CEILING LEGEND DEMOLITION

AREA OF CEILING DEMOLITION (ACT AND GYP/PLASTER AS SHOWN)

GYP-1 GYPSUM/PLASTER

CLASSROOM 15

FACULTY WORKROOM 19-0

CLASSROOM 19

CLASSROOM 20

FACULTY WORKROOM 21-0

CLASSROOM 21

NOT IN SCOPE

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

ACT (NEW)

CLASSROOM 22

2' x 4' ACT

FACULTY WORKROOM 23-0

CLASSROOM 23

CLASSROOM 24

STAIR 3 ST3.1

usaarchitects.com

CLASSROOM 25

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

2' x 4' LIGHT FIXTURE

STAIR 2 ST2.1

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

GENERAL NOTES 1. PROVIDE FIRE-RATED CEILING TILE & GRID IN CORRIDORS. 2. PROVIDE WASHABLE CEILING TILE & GRID IN KITCHEN.

ELECTRIC ROOM 137

FACULTY WORKROOM 25-0

CORRIDOR 111B

3. NEW CEILINGS TO BE AT SAME HEIGHT AFF AS DEMOLISHED CEILINGS. VERIFY CEILING HEIGHTS PRIOR TO DEMOLITION. CORRIDORS - 8'-0" TYPICAL CLASSROOMS - 9'-6" TYPICAL 4. SEE MEP AND STRUCTURAL DRAWINGS FOR MORE ADDITIONAL DEMOLITION INFORMATION.

STORAGE 118

BOILER ROOM 134

STORAGE & MECHANICAL ROOM

ELEV. MECH. RM. EL1 GIRL'S 119 TOILET 1.2 GT1.2

BOY'S TOILET 1.2 BT1.2

HOME MAKING 17

MECH/ STORAGE 138

5. PATCH AND PAINT PLASTER/ GWB BULKHEADS AT EXISTING SKYLIGHT LOCATIONS.

MEN'S TOILET 114

112

LOUNGE 116

IT/ STORAGE 120

RECEIVING & MAINTENANCE 130

FREEZER 136

HOME MAKING 16-1

WT 126

MT 127

REFUSE 107

GUIDANCE 123

WOMEN'S TOILET 115 STORAGE 117

CLASSROOM 26

KITCHEN HELP 108

SELECTIVE DEMOLITION NOTES:

JANITOR CLOSET 109

PATCH PLASTER & PAINT AT EXTERIOR SOFFITS AS REQUIRED.

PROVIDE NEW GWB BULKHEAD AT WINDOWS. RECIEVING NEW WINDOWS. REMOVE EXISTING ACT AS REQUIRED, SAVE FOR REPLACEMENT.

EXISTING BULKHEAD TO REMAIN; PATCH & PAINT AS REQUIRED.

REMOVE EXISTING BULKHEAD & LOUVERS.

SERVING 2 106

FCS 16

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

FOOD STORAGE 110

HALL 125

OFFICE 124

HALL 113

REPLACE ACT ONLY GRID TO REMAIN.

LOCKER 133

GROUNDS EQUIPMENT ROOM

TOILET 132

135

CORRIDOR 16-3

LIVING ROOM 16-2

OFFICE 131

MAIN OFFICE 121

PRINCIPAL OFFICE 122

CORRIDOR 111

APPROXIMATE LOCATIONS OF ACCESS IN CEILING/SOFFIT AS REQ'D FOR ACCESS TO PLUMBING ABOVE, TYP. COORDINATE WITH PLUMBING CONTRACTOR.

CAFETERIA 103

STORAGE 16-4

OFFICE 105C

CORRIDOR 111A

REFRIGERATOR 105B

DARK ROOM 143

KITCHEN 105

FREEZER 105A STORE 140 CORRIDOR 111D

CLASSROOM 11

ART 14

CORRIDOR 111C

CLOSET 142

GIRL'S TOILET 1.1 GT1.1

BOY'S TOILET 1.1 BT1.1

STORAGE 141

MATERIAL STORAGE 9-2

SERVING 1 104 CLOSET 9-1

STORAGE 12-2

STORAGE 13-1 ART 13

WOOD SHOP 12

MATERIAL STORAGE 12-3

FINISH ROOM 12-4

COMPUTER LAB 10

COMPUTER LAB 9

STAIR 1 ST1.1 CLASSROOM 8

Signature & License No.

ENTRANCE VESTIBULE 100

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

APPROXIMATE LOCATIONS OF ACCESS IN CEILING/SOFFIT AS REQ'D FOR ACCESS TO PLUMBING ABOVE, TYP. COORDINATE WITH PLUMBING CONTRACTOR. C2

EX8715

ALTERATIONS

C2 AT

LOG COLLEGE MIDDLE SCHOOL FOR THE

GROUND FLOOR REFLECTED CEILING PLAN - AREA A (DEMO)

CENTENNIAL SCHOOL DISTRICT

433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

SCALE: 3/32" = 1'-0"

03-14-2018 No.

2/28/2018 3:06:13 PM

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

GROUND FLOOR DEMOLITION RCP AREA A - LOG COLLEGE MS Scale

USA Project No.

As indicated Drawing Date

2017-002 Drawing No.

KEY PLAN A - LOG COLLEGE MS

01.08.2018

SCALE: 1" = 100'-0"

Drawn By

Checked By

Author

Checker

A-060

CEILING LEGEND C2

C2 DEMOLITION

CLASSROOM 34

STAIR 2 ST2.2

CLASSROOM 35

CLASSROOM 36

FACULTY WORKROOM 37-0

CLASSROOM 37

FACULTY WORKROOM 40-0

FACULTY WORKROOM 38-0

CLASSROOM 38

CLASSROOM 39

CLASSROOM 40

CLASSROOM 41

CLASSROOM 42

NOT IN SCOPE

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

AREA OF CEILING DEMOLITION (ACT AND GYP/PLASTER AS SHOWN)

STAIR 3 ST3.2

SCIENCE LAB 43

GYP-1 GYPSUM/PLASTER

usaarchitects.com C2

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

ACT (NEW) 2' x 4' ACT

FACULTY WORKROOM 33-0

CORRIDOR 211B

2' x 4' LIGHT FIXTURE

MECH. 231 CLASSROOM 54

CLASSROOM 33

BOY'S TOILET 2.2 BT2.2

GIRL'S TOILET 2.2 GT2.2

CLASSROOM 53

WOMEN'S TOILET 1 228

MECHANICAL EQUIP. OPEN TO ABOVE

MEN'S TOILET 1 229

CORRIDOR 211C

4. SEE MEP AND STRUCTURAL DRAWINGS FOR MORE ADDITIONAL DEMOLITION INFORMATION.

LIBRARY 202

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

5. PATCH AND PAINT PLASTER/ GWB BULKHEADS AT EXISTING SKYLIGHT LOCATIONS.

SCIENCE LAB 44

SELECTIVE DEMOLITION NOTES:

LIBRARY WORKROOM 58

CORRIDOR 211

PATCH PLASTER & PAINT AT EXTERIOR SOFFITS AS REQUIRED.

PROVIDE NEW GWB BULKHEAD AT WINDOWS. RECIEVING NEW WINDOWS. REMOVE EXISTING ACT AS REQUIRED, SAVE FOR REPLACEMENT.

EXISTING BULKHEAD TO REMAIN; PATCH & PAINT AS REQUIRED.

REMOVE EXISTING BULKHEAD & LOUVERS.

LIBRARY WORKROOM 58A

CLASSROOM 52 OFFICE 223

3. NEW CEILINGS TO BE AT SAME HEIGHT AFF AS DEMOLISHED CEILINGS. VERIFY CEILING HEIGHTS PRIOR TO DEMOLITION. CORRIDORS - 8'-0" TYPICAL CLASSROOMS - 9'-6" TYPICAL

CONFERENCE 204

FACULTY WORKROOM 31-0

2. PROVIDE WASHABLE CEILING TILE & GRID IN KITCHEN.

GUIDANCE 226

GUIDANCE 224

1. PROVIDE FIRE-RATED CEILING TILE & GRID IN CORRIDORS.

CONFERENCE ROOM 227

GUIDANCE 225

GENERAL NOTES

STORAGE 210

MECHANICAL EQUIPMENT 203

ELEV. EL2

CLASSROOM 55 MECHANICAL 240

CLASSROOM 32

STORAGE 212

STORAGE 3 230

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

CORRIDOR 211D

HALL 222

REPLACE ACT ONLY GRID TO REMAIN.

SCIENCE LAB 45 CLASSROOM 61

STORAGE 31-1

MAIN OFFICE 220 CLASSROOM 51

MECHANICAL 241

CLASSROOM 50

CLASSROOM 31

PRINCIPAL OFFICE 221

GIRL'S TOILET 2.1 GT2.1

BOY'S TOILET 2.1 BT2.1

CLASSROOM 60

STORAGE 213

STORAGE 214

CORRIDOR 211A

CLASSROOM 30

FACULTY WORKROOM 29-0

CLASSROOM 29

CLASSROOM 28

FACULTY WORKROOM 27-0

CLASSROOM 27

MEN'S TOILET 242

JANITOR CLOSET 245 STAIR 1 ST1.2

WOMEN'S TOILET 243

CLASSROOM 48

FACULTY WORKROOM 47-0

SCIENCE LAB 46

CLASSROOM 47 MECH. 46-0

Signature & License No.

LOUNGE 244

EX8715

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

ALTERATIONS AT

LOG COLLEGE MIDDLE SCHOOL FOR THE

CENTENNIAL SCHOOL DISTRICT

UPPER FLOOR DEMOLITION PLAN

433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

SCALE: 3/32" = 1'-0"

03-14-2018 No.

2/28/2018 3:06:18 PM

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

UPPER FLOOR DEMOLITION RCP AREA A - LOG COLLEGE MS Scale

USA Project No.

As indicated Drawing Date

2017-002 Drawing No.

KEY PLAN A - LOG COLLEGE MS

01.08.2018

SCALE: 1" = 100'-0"

Drawn By

Checked By

Author

Checker

A-061

CEILING LEGEND DEMOLITION

NOT IN SCOPE

AREA OF CEILING DEMOLITION (ACT AND GYP/PLASTER AS SHOWN) GYP-1 GYPSUM/PLASTER EXISTING BULKHEAD TO REMAIN.

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

ACT (NEW) 2' x 4' ACT

CONNECTING CORRIDOR 102

usaarchitects.com

2' x 4' LIGHT FIXTURE

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

GENERAL NOTES

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

1. PROVIDE FIRE-RATED CEILING TILE & GRID IN CORRIDORS. 2. PROVIDE WASHABLE CEILING TILE & GRID IN KITCHEN.

3. NEW CEILINGS TO BE AT SAME HEIGHT AFF AS DEMOLISHED CEILINGS. VERIFY CEILING HEIGHTS PRIOR TO DEMOLITION. CORRIDORS - 8'-0" TYPICAL CLASSROOMS - 9'-6" TYPICAL

CORRIDOR REFLECTED CEILING PLAN

4. SEE MEP AND STRUCTURAL DRAWINGS FOR MORE ADDITIONAL DEMOLITION INFORMATION.

SCALE: 3/32" = 1'-0"

5. PATCH AND PAINT PLASTER/ GWB BULKHEADS AT EXISTING SKYLIGHT LOCATIONS. C1

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

HEALTH 157

CORRIDOR 153

NURSE 155

HEALTH 158

JANITOR CLOSET 159

MEN 156

HEALTH CL. 158-1

BOY'S LOCKER ROOM

STAGE 152

CORRIDOR 105A

160

AUDITORIUM 151 STORAGE 161

BOY'S TOILET L35

CORRIDOR 150

CORRIDOR 172 STORAGE 174

STORAGE 173

STORAGE 41C

CORRIDOR 154

Signature & License No.

WOMEN 171

SELECTIVE DEMOLITION NOTES: This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

STORAGE 45 C

PATCH PLASTER & PAINT AT EXTERIOR SOFFITS AS REQUIRED.

PROVIDE NEW GWB BULKHEAD AT WINDOWS. RECIEVING NEW WINDOWS. REMOVE EXISTING ACT AS REQUIRED, SAVE FOR REPLACEMENT.

EXISTING BULKHEAD TO REMAIN; PATCH & PAINT AS REQUIRED.

REMOVE EXISTING BULKHEAD & LOUVERS.

CORRIDOR 105B

PRACTICE ROOM 168

JANITOR CLOSET 167

ALTERATIONS AT

LOG COLLEGE MIDDLE SCHOOL FOR THE

REPLACE ACT ONLY GRID TO REMAIN.

CENTENNIAL SCHOOL DISTRICT

VOCAL 170

EX8715

433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

MUSIC CLASSROOM 169 VOCAL 170-1

GIRL'S LOCKER ROOM

CORRIDOR

163

GIRL'S TOILET L29

B C1 03-14-2018 No.

2/28/2018 3:06:21 PM

STORAGE 162

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

DEMOLITION RCP AREA B & CORRIDOR LOG COLLEGE MS Scale

USA Project No.

As indicated

REFLECTED CEILING PLAN DEMO - AREA B SCALE: 3/32" = 1'-0"

Drawing Date

KEY PLAN B - LOG COLLEGE MS SCALE: 1" = 100'-0"

2017-002 Drawing No.

01.08.2018 Drawn By

Checked By

Author

Checker

A-062

3 A-300 E

CLASSROOM 15

CLASSROOM 19

STAIR 2 ST2.1

G19

CLASSROOM 20

CLASSROOM 22

G19-0

F2 G21

G20

G15

CLASSROOM 21

CLASSROOM 23

G22

2. PAINT ALL EXISTING GYPSUM/ PLASTER WALLS ABOVE ALL LOCKERS IN CORRIDORS. PAINT ALL NON-GLAZED BLOCK WALLS IN CORRIDORS.

FACULTY WORKROOM 23-0

F2 G21-0

GENERAL NOTES:

1. PROVIDE NEW EPOXY PAINT AT FLOOR AND BASE IN ALL MECHANICAL SPACES.

FACULTY WORKROOM 21-0

FACULTY WORKROOM 19-0

G23

G23-0

KEY NOTES:

G24 F1

G25

2 A-161

CORRIDOR 111B

134A

138

G17

MECH/ STORAGE 138

HOME MAKING 17

STORAGE 118

119 BT1.2

BOILER ROOM 134

FACULTY WORKROOM 25-0

G25-0 118

GT1.2

ELEV. EL1

GIRL'S TOILET 1.2 GT1.2

BOY'S TOILET 1.2 BT1.2

MEN'S 114 HALL TOILET 113 114

112 A

MECH. RM. 119

STORAGE & MECHANICAL ROOM

115

WOMEN'S TOILET 115

-NOTE NOT USED-

AT DRINKING FOUNTAIN (D.F.) LOCATION, PROVIDE 4'x4' SOLID SURFACE PANEL ON WALL TO COVER OPENING FROM REMOVED D.F.

PROVIDE NEW RATED ACCORDIAN DOOR AT STORE WITH LOCK. REUSE EXISTING TRACK. SEE SCHEDULE FOR SPECIFICATIONS.

NEW 6 FOOT CASEWORK. UPPER & LOWER CABINETS WITH SINK. COORDINATE WITH PLUMBING. NEW CASEWORK TO HAVE CLEAR MAPLE GINISH WITH BLACK SOLID SURFACE COUNTERTOPS, TYPICAL.

-NOTE NOT USED-

PATCH AREAS OF ABATED VAT W/ NEW VCT. TYPICAL.

INFILL EXISTING AC OPENING TO BE WEATHERTIGHT. MATCH EXISTING BRICK AND CMU

PATCH W/ VCT FLOORING.

PROVIDE ALUMINUM COVER/ SILL EXTENSION TO COVER AREAS OF PATCHED HARDWOOD FLOORING.

PATCH TERRAZZO FLOORING WITH EPOXY TO MATCH EXISTING WHERE ALUMINUM WINDOW HAS BEEN REMOVED.

PROVIDE CEMENT BACKER BOARD AND CERAMIC WALL TILE AT BOTH SIDES OF NEW PARTITION.

(2) 8" X 16" HOLES IN CMU TO BE INFILLED

usaarchitects.com

G26

112

IT/ STORAGE 120

CLASSROOM 26

STORAGE 117

FOOD STORAGE 110

F12

OFFICE 124 130B

FREEZER 136

NEW LOADING DOCK. SEE STRUCTURAL & CIVIL DRAWINGS.

HOME MAKING 16-1

RECEIVING & MAINTENANCE 130

OFFICE 131

CORRIDOR 16-3 STORAGE 16-4

G16-2 130A

135A

C F

MT 127

GUIDANCE 123 CORRIDOR 111

JANITOR CLOSET 109

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

SERVING 2 106

106

MAIN OFFICE 121

PRINCIPAL OFFICE 122

G16

KITCHEN HELP 108

REFUSE 107

REPAIR END OF CASEWORK @ REMOVED WALL

LIVING ROOM 16-2

125

FCS 16

LOCKER 133

WT 126

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

120

HALL 125

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

116A

LOUNGE 116

NEW 42" GALV. PIPE GUARDRAIL AND HANDRAIL AT EXISTING STAIR.

135B

PREP. CONC. SLAB FOR NEW FLOOR FINISH.

F3 C

GROUNDS EQUIPMENT TOILET ROOM 132 135

A F2

ELECTRIC ROOM 137

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

3. PAINT ALL ELECTRICAL PANELS AND CABINET HEATER COVERS.

CLASSROOM 25

STAIR 3 ST3.1

CLASSROOM 24

OFFICE 105C

CAFETERIA 103

121

122 F7

1 A-300

1 A-161

CORRIDOR 111A

REFRIGERATOR 105B KITCHEN 105

F 141

G12

WOOD SHOP 12-1

ART 14

DARK ROOM 143

GT1.1

CORRIDOR GIRL'S 111C 1.1 TOILET CLOSET 142 G11A GT1.1 142

CLASSROOM 11

STORE 140

BT1.1

FREEZER 105A

140

BOY'S TOILET 1.1 BT1.1

STORAGE 141

MATERIAL STORAGE 9-2

G14 F11

M G08

CLOSET 9-1

104

G13

F10

WOOD SHOP 12

G09

G10

STORAGE 12-2

ART 13

G COMPUTER LAB 10

MATERIAL STORAGE 12-3

FINISH ROOM 12-4

STAIR 1 ST1.1

COMPUTER LAB 9

ENTRANCE 101

CLASSROOM 8

ENTRANCE VESTIBULE 100

SERVING 1 104

A1 F9

STORAGE 13-1

2 A-300

Signature & License No.

102A E

1 A-160

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

CONNECTING CORRIDOR 102

4 A-300

EX8715

ALTERATIONS

PROPOSED GROUND FLOOR PLAN

SCALE: 3/32" = 1'-0" LOG COLLEGE MIDDLE SCHOOL FOR THE

STRUCTURE ABOVE STRUCTURE ABOVE

SEALANT BOTH SIDES WHERE DRYWALL EXTENDS TO UNDERSIDE OF DECK ABOVE.

CENTENNIAL SCHOOL DISTRICT

SEALANT, TYPICAL

433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

CONTINUOUS METAL TOP RUNNER

ONE LAYER GYPSUM BOARD, TYPICAL

EXTEND DRYWALL 6" ABOVE CEILING WHERE SCHEDULED. 6"

METAL STUD, PROVIDE BRACING BACK TO WALL @ 48" O.C. - PROVIDE MINIMUM ONE BRACE AT MIDSPAN

ONE LAYER GYPSUM BOARD, EACH SIDE SCHEDULED CEILING.

METAL STUD ACOUSTIC INSULATION WHERE SCHEDULED CONTINUOUS METAL BOTTOM RUNNER

ACOUSTIC INSULATION WHERE SCHEDULED CONTINUOUS METAL BOTTOM RUNNER

SEALANT SUBFLOOR

SEALANT BOTH SIDES SUBFLOOR VARIES SEE PLAN

A-WALL DETAIL SCALE: 1 1/2" = 1'-0"

2/28/2018 3:06:27 PM

NOTE: PARTITION TYPE A1 TO HAVE CEMENT BACKER BOARD IN LIEU OF GWB. GYP. BD. GYPSUM BOARD HEIGHT MARK STUD SIZE THICKNESS A1 3-5/8" 5/8" 6" ABOVE FINISHED CEILING A3 3-5/8" 5/8" FULL HEIGHT TO STRUCTURE ABOVE

GYPSUM PARTITION WALL TYPE

03-14-2018

C-WALL DETAIL

No.

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

NOTE: WALL TYPES ARE NUMBERED SEQUENTIALLY. IF WALL TYPES SKIP SEQUENCE, THE OMITTED TYPE IS NOT USED.

NOTE: PARTITION TYPE C2 TO HAVE CEMENT BACKER BOARD IN LIEU OF GWB. TOTAL PARTITION THICKNESS 4 7/8"

ACOUSTIC INSULATION NO

STC RATING -

FIRE RATING / UL DESIGN NO. -

4 7/8"

YES

GYP. BD. GYPSUM BOARD HEIGHT MARK STUD SIZE THICKNESS C2 3-5/8" 5/8" FULL HEIGHT TO STRUCTURE ABOVE

TOTAL PARTITION THICKNESS 4 1/4"

ACOUSTIC INSULATION YES

STC RATING -

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

FIRE RATING / UL DESIGN NO. -

GROUND FLOOR PLAN AREA A - LOG COLLEGE MS Scale

USA Project No.

As indicated

GYPSUM PARTITION WALL TYPE

SHAFT PARTITION WALL TYPE

MASONRY WALL TYPE

Drawing Date

MASONRY WALL TYPE

2017-002 Drawing No.

01.08.2018

KEY PLAN A - LOG COLLEGE MS

Drawn By

Checked By

SCALE: N.T.S.

ChaW

JMc

A-104

3 A-300 A

GENERAL NOTES: G

STAIR 2 ST2.2

CLASSROOM 34

CLASSROOM 35

FACULTY WORKROOM 37-0

CLASSROOM 36

F2 U36

U34

FACULTY WORKROOM 33-0

U35

CLASSROOM 37

CLASSROOM 38

U37

U38

CLASSROOM 39

U39

CORRIDOR 211B

U33-0

U40

CLASSROOM 42

STAIR 3 ST3.2

U42

4 A-161 F2

U55

231

240

CLASSROOM 54

CLASSROOM 33

CLASSROOM 55

BT2.2

U43

GT2.2

GUIDANCE 225

6 A-300

8 A-300

CORRIDOR 211C U32

FACULTY WORKROOM 31-0

CLASSROOM 52

F2 U31-0 F2

STORAGE 31-1

1 A-300

U31

GUIDANCE 224

228

NEW 6 FOOT CASEWORK. UPPER & LOWER CABINETS WITH SINK. COORDINATE WITH PLUMBING. NEW CASEWORK TO HAVE CLEAR MAPLE GINISH WITH BLACK SOLID SURFACE COUNTERTOPS, TYPICAL.

-NOTE NOT USED-

PATCH AREAS OF ABATED VAT W/ NEW VCT. TYPICAL.

INFILL EXISTING AC OPENING TO BE WEATHERTIGHT. MATCH EXISTING BRICK AND CMU

PATCH W/ VCT FLOORING.

PROVIDE ALUMINUM COVER/ SILL EXTENSION TO COVER AREAS OF PATCHED HARDWOOD FLOORING.

PATCH TERRAZZO FLOORING WITH EPOXY TO MATCH EXISTING WHERE ALUMINUM WINDOW HAS BEEN REMOVED.

PROVIDE CEMENT BACKER BOARD AND CERAMIC WALL TILE AT BOTH SIDES OF NEW PARTITION.

(2) 8" X 16" HOLES IN CMU TO BE INFILLED

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

U58

LIBRARY WORKROOM 58A

OFFICE 223

U58A F2

SCIENCE LAB 45

U56

F6 220

MAIN OFFICE 220 MECHANICAL 241

BOY'S TOILET 2.1 BT2.1

CLASSROOM 31

241

BT2.1

CLASSROOM 61 A F6

2 A-300 E

GIRL'S TOILET 2.1 GT2.1

221A

PRINCIPAL OFFICE 221

GT2.1

CLASSROOM 60

202B

U50

STORAGE 213

STORAGE 214

U60

221C

U45

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

LIBRARY 202

MEN'S TOILET 1 229

LIBRARY WORKROOM 58

HALL 222

CLASSROOM 50

PROVIDE NEW RATED ACCORDIAN DOOR AT STORE WITH LOCK. REUSE EXISTING TRACK. SEE SCHEDULE FOR SPECIFICATIONS.

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

5 A-300

7 A-300

CLASSROOM 51

SCIENCE LAB 44

204A

U51

CONFERENCE 204

CORRIDOR 211

226A WOMEN'S TOILET 1

U52 F2

AT DRINKING FOUNTAIN (D.F.) LOCATION, PROVIDE 4'x4' SOLID SURFACE PANEL ON WALL TO COVER OPENING FROM REMOVED D.F.

GUIDANCE 226

COURT UC

U44

CONFERENCE ROOM 227

CLASSROOM 32

usaarchitects.com

A C

227

CLASSROOM 53

-NOTE NOT USED-

U53

ELEV. EL2

U54 F2

MECHANICAL EQUIPMENT 203

C F2

STORAGE 210

202A

BOY'S TOILET 2.2 BT2.2

MECHANICAL 240

STORAGE 212

203

MECH. 231

GIRL'S TOILET 2.2 GT2.2

STORAGE 3 230

232

PREP. CONC. SLAB FOR NEW FLOOR FINISH.

U41

F3 U33

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

KEY NOTES:

SCIENCE LAB 43

F2 U40-0

3. PAINT ALL ELECTRICAL PANELS AND CABINET HEATER COVERS.

CLASSROOM 41 F2

2. PAINT ALL EXISTING GYPSUM/ PLASTER WALLS ABOVE ALL LOCKERS IN CORRIDORS. PAINT ALL NON-GLAZED BLOCK WALLS IN CORRIDORS.

CLASSROOM 40

F2 U38-0

1. PROVIDE NEW EPOXY PAINT AT FLOOR AND BASE IN ALL MECHANICAL SPACES.

FACULTY WORKROOM 40-0

FACULTY WORKROOM 38-0

F2 U37-0

U46 F4 F2

CORRIDOR 211A

U30

U29

U29-0

U27-0

2 A-105 F1

U28

3 A-161

U27

U27A 242

CLASSROOM 30

FACULTY WORKROOM 29-0

CLASSROOM 29

CLASSROOM 28

FACULTY WORKROOM 27-0

CLASSROOM 27

MEN'S TOILET 242

245

U47-0

JANITOR CLOSET 245

STAIR 1 ST1.2

CLASSROOM 48

U46-0

U48

U47 F2

FACULTY WORKROOM 47-0

SCIENCE LAB 46

CLASSROOM 47

MECH. 46-0

244 G

WOMEN'S TOILET 243

LOUNGE 244

Signature & License No.

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

4 A-300

EX8715

ALTERATIONS AT

PROPOSED UPPER FLOOR PLAN SCALE: 3/32" = 1'-0"

LOG COLLEGE MIDDLE SCHOOL T.O.STL. UPPER FLOOR +26' - 0"

FOR THE

CENTENNIAL SCHOOL DISTRICT 433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

6'-0" 2X 36" WIDE CABINETS

2'-10"

SOLID SURFACE TOP

UPPER FLOOR PLAN +13' - 0"

SCIENCE LAB ELEVATION SCALE: 1/4" = 1'-0" 03-14-2018 No.

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

2/28/2018 3:06:30 PM

UPPER FLOOR PLAN AREA A - LOG COLLEGE MS Scale

USA Project No.

As indicated Drawing Date

2017-002 Drawing No.

01.08.2018

KEY PLAN A - LOG COLLEGE MS

Drawn By

Checked By

SCALE: N.T.S.

ChaW

JMc

A-105

1 A-301

CONNECTING CORRIDOR 102

M 102B

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

M 21'-2 1/4"

21'-4"

R.O. - V.I.F.

13'-10"

8 A-140

102A

usaarchitects.com

102B

A1 4 A-301

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

7 A-140

REPLACE WOOD SILL WITH NEW SLATE SILL TO MATCH ADJACENT EXISTING SLATE SILLS.

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

A-140

NEW INFILL CAVITY WALL: EXTERIOR FACE -SALVAGED FACE BRICK (PROVIDED BY OWNER) -1" MIN. AIR SPACE -WEATHER BARRIER (EP HENRY "BLUE SKIN") -3/4" EXTERIOR SHEATHING (DENSGLASS) -3 5/8" METAL STUD -R-15 BATT INSULATION (3.5") -CEMENT BACKER BOARD -CERAMIC TILE FINISH (TO MATCH SIZE OF EXISTING GLAZED BLOCK) INTERIOR FACE 5 A-301

PROPOSED CORRIDOR FLOOR PLAN SCALE: 3/32" = 1'-0"

HEALTH 157

HEALTH 158

153

155

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

JANITOR CLOSET 159

3 A-301

157 A

156

159 158

HEALTH CL. 158-1 160

CORRIDOR 153

NURSE 155

MEN 156 CORRIDOR 105A

STAGE 152

BOY'S LOCKER ROOM 160

166

AUDITORIUM 151

151A

STORAGE 161 7 A-601

NEW HM FRAME TO BE FULL WIDTH OF CORRIDOR, V.I.F.

CORRIDOR 150

REINSTALL SALVAGE FIRE EXT. CABINET AT SAME HEIGHT. CUT AND PATCH BRICK AS REQUIRED.

BOY'S GYM CBG

CORRIDOR 172

145 6 A-601

151B

STORAGE 173

STORAGE 174

CORRIDOR 154

GENERAL NOTES: 1. PROVIDE NEW EPOXY PAINT AT FLOOR AND BASE IN ALL MECHANICAL SPACES.

GIRL'S GYM GG

UP 150A

WOMEN 171

2. PAINT ALL EXISTING GYPSUM/ PLASTER WALLS ABOVE ALL LOCKERS IN CORRIDORS. PAINT ALL NON-GLAZED BLOCK WALLS IN CORRIDORS. 154 3. PAINT ALL ELECTRICAL PANELS AND CABINET HEATER COVERS.

171 150B 150C

KEY NOTES: A

PREP. CONC. SLAB FOR NEW FLOOR FINISH.

-NOTE NOT USED-

AT DRINKING FOUNTAIN (D.F.) LOCATION, PROVIDE 4'x4' SOLID SURFACE PANEL ON WALL TO COVER OPENING FROM REMOVED D.F.

PROVIDE NEW RATED ACCORDIAN DOOR AT STORE WITH LOCK. REUSE EXISTING TRACK. SEE SCHEDULE FOR SPECIFICATIONS.

Signature & License No.

2 A-601

CORRIDOR 105B

170 169

2 A-301

VOCAL 170

UP 164

168 PRACTICE ROOM 168

163

JANITOR CLOSET A 167

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

ALTERATIONS

NEW 6 FOOT CASEWORK. UPPER & LOWER CABINETS WITH SINK. COORDINATE WITH PLUMBING. NEW CASEWORK TO HAVE CLEAR MAPLE GINISH WITH BLACK SOLID SURFACE COUNTERTOPS, TYPICAL.

LOG COLLEGE MIDDLE SCHOOL MUSIC CLASSROOM 169

-NOTE NOT USED-

PATCH AREAS OF ABATED VAT W/ NEW VCT. TYPICAL.

CENTENNIAL SCHOOL DISTRICT

INFILL EXISTING AC OPENING TO BE WEATHERTIGHT. MATCH EXISTING BRICK AND CMU

433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

PATCH W/ VCT FLOORING.

PROVIDE ALUMINUM COVER/ SILL EXTENSION TO COVER AREAS OF PATCHED HARDWOOD FLOORING.

PATCH TERRAZZO FLOORING WITH EPOXY TO MATCH EXISTING WHERE ALUMINUM WINDOW HAS BEEN REMOVED.

PROVIDE CEMENT BACKER BOARD AND CERAMIC WALL TILE AT BOTH SIDES OF NEW PARTITION.

(2) 8" X 16" HOLES IN CMU TO BE INFILLED

FOR THE

VOCAL 170-1

167

GIRL'S LOCKER ROOM 163 6 A-301

STORAGE 162

EX8715

B 03-14-2018

No.

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

2/28/2018 3:06:32 PM

A 1

PROPOSED FLOOR PLAN AREA B

FLOOR PLAN AREA B & CORRIDOR - LOG COLLEGE MS

SCALE: 3/32" = 1'-0" Scale

USA Project No.

As indicated Drawing Date

2017-002 Drawing No.

KEY PLAN B - LOG COLLEGE MS

01.08.2018

SCALE: N.T.S.

Drawn By

Checked By

ChaW

JMc

A-106

GENERAL NOTES: 1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

1. CONTRACTOR TO SURVEY THE EXISTING ROOF TO LOCATE EXISTING ROOF TOP EQUIPMENT AND COORDINATE THEIR WORK REGARDING FLASHING CURBS ACCORDINGLY. 2. REPLACE ROOF DRAIN BODIES ON LOWER ROOF OF AREA B.

usaarchitects.com

KEY NOTES:

ETR

PROVIDE ROOF CUT, BLOCKING, SET & FLASH CURB. CURB PROVIDED BY OTHERS.

SET NEW CURB. MODIFY ROOF OPENING & BLOCKING AS REQUIRED.

FLASH NEW DRYER VENT.

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

PROVIDE 2'X2' CURB.

ETR

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

NEW EQUIPMENT. SEE MECHANICAL DRAWINGS.

2 ETR

PROVIDE NEW CURB.

3 ETR PATCH

AREA OF ROOF TO BE PATCHED.

ETR

PROVIDE 2'X2' CURB. 1 PROVIDE 1'X1' CURB.

ETR 1

Signature & License No.

EX8715

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

ALTERATIONS

ROOF PLAN - AREA A

SCALE: 3/32" = 1'-0" LOG COLLEGE MIDDLE SCHOOL FOR THE

CENTENNIAL SCHOOL DISTRICT 433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

03-14-2018 No.

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

2/28/2018 3:06:35 PM

A ROOF PLAN AREA A LOG COLLEGE MS Scale

USA Project No.

As indicated Drawing Date

2017-002 Drawing No.

KEY PLAN A - LOG COLLEGE MS

01.08.2018

SCALE: N.T.S.

Drawn By

Checked By

JMc

A-107

GENERAL NOTES: 1. CONTRACTOR TO SURVEY THE EXISTING ROOF TO LOCATE EXISTING ROOF TOP EQUIPMENT AND COORDINATE THEIR WORK REGARDING FLASHING CURBS ACCORDINGLY. 2. REPLACE ROOF DRAIN BODIES ON LOWER ROOF OF AREA B.

KEY NOTES: EXISTING ROOF AND COPING AT CONNECTING CORRIDOR - NO NEW WORK.

PROVIDE ROOF CUT, BLOCKING, SET & FLASH CURB. CURB PROVIDED BY OTHERS.

SET NEW CURB. MODIFY ROOF OPENING & BLOCKING AS REQUIRED.

FLASH NEW DRYER VENT.

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174 usaarchitects.com

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

PROPOSED ROOF PLAN CORRIDOR SCALE: 3/32" = 1'-0"

HATCH SHOWS AREA OF LOWER ROOF TO RECEIVE NEW ROOFING.

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

2 ETR

A-140

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

A-140

1 A-140

ETR

ETR NEW ROOF TOP MECH. EQUIP, PROVIDE CURB. SEE MECHANICAL DRAWINGS.

EXISTING ROOFING & COPING TO REMAIN AT UPPER ROOF LEVELS.

EXG. ROOF HATCH TO REMAIN.

ETR 2 NEW ROOF TOP EQUIPMENT. PROVIDE CURB.

EXISTING DUCT ENCLOSURE TO REMAIN. PROVIDE NEW ROOFING.

ETR

2 EXISTING ROOFING & COPING TO REMAIN AT UPPER ROOF LEVELS.

ETR

EXISTING ROOFING & COPING TO REMAIN AT UPPER ROOF LEVELS.

NEW ALUMINUM COPING AT LOCATIONS W/ EXISTING EXPOSED PRE-CAST COPING AT LOWER ROOF LEVEL. PROVIDE AT ENTIRE PERIMETER OF LOWER ROOF.

A-140 ETR

ETR NEW ROOF TOP EQUIPMENT. PROVIDE CURB.

2 Signature & License No.

ETR

EX8715

2 This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

ETR

ALTERATIONS

2 A-140

ETR

LOG COLLEGE MIDDLE SCHOOL FOR THE

HATCH SHOWS AREA OF LOWER ROOF TO RECEIVE NEW ROOFING.

CENTENNIAL SCHOOL DISTRICT 433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

ETR

2 A-140

ETR 2 A-140

B 03-14-2018 No.

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

2/28/2018 3:08:04 PM

ROOF PLAN AREA B LOG COLLEGE MS 1

ROOF PLAN - AREA B Scale

SCALE: 3/32" = 1'-0"

USA Project No.

As indicated

KEY PLAN B - LOG COLLEGE MS SCALE: N.T.S.

Drawing Date

2017-002 Drawing No.

01.08.2018 Drawn By

Checked By

JMc

A-108

GENERAL NOTES: MECHANICAL EQUIPMENT- SEE SPECS

ROOF MEMBRANE - RUN FLASHING UP AND OVER CURB AND FASTEN ON INSIDE FACE OF CURB.

MEMBRANE FLASHING AND COUNTER FLASHING AT EXISTING PARAPET

VARIES, V.I.F.

EXISTING PRECAST CONCRETE PARAPET TO REMAIN

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

EXISTING FLOOR SLAB AND METAL DECKING

REPLACE CANT STRIP AT EXISTING PARAPET ROOF MEMBRANE TO BE REPAIRED AS NECESSARY EXISTING DECKING & ROOF STRUCTURE TO REMAIN

CEILING TILE SUPPORTS, TYP.

usaarchitects.com Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

SUSPENDED ACOUSTICAL CEILING TILE

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

6 3/8"

ROOF MEMBRANE

COORDINATE WITH DUCTWORK

CEILING TILE SUPPORTS, TYP.

MATCH EXISTING

8" MIN.

FIBROUS CANT STRIP, TYPICAL

2'-5 7/8"

EXISTING FLOOR SLAB AND METAL DECKING

2 X 6 BLOCKING AT T.O. EXISTING PARAPET FOR NEW COPING FASTENERS 12" O.C.

1. GREY HATCH REPRESENTS EXISTING CONSTRUCTION TO REMAIN, TYPICAL.

BRACE AS REQ'D

COPING AT T.O. PARAPET

EXISTING DECKING & STRUCTURE TO REMAIN 2 X 4 FIRE RETARDANT TREATED WOOD BLOCKING TO MATCH EXISTING ROOF DECK HEIGHT

CORNER BEAD AT EDGES, TYP.

SUSPENDED ACOUSTICAL CEILING TILE

ALIGN

5/8" GYPSUM BOARD SOFFIT ON STEEL FRAMING

FRAMING FOR DROP CEILING

CORNER BEAD AT EDGES, TYP.

EQUIPMENT CURB DETAIL

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

ROOF PARAPET DETAIL

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

ACT TRANSITION DETAIL

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

ACT TRANSITION DETAIL2 SCALE: 1 1/2" = 1'-0"

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

EXISTING PRECAST PARAPET. WINDOW FRAME HEAD WITH RECEPTOR. SHIM AS REQUIRED.

INTERIOR

EXTERIOR

INSULATED METAL PANEL.

PROVIDE CONTINUOUS INSULATION TO DECK ABOVE

BRACE TO MTL. DECK ABOVE

INTERIOR

EXTERIOR

PROVIDE WOOD STUD BLOCKING AT WINDOW HEAD ANCHORED TO EXISTING CMU WALL

CONTINUE INSULATION TO DECK ABOVE EXISTING PRECAST CONCRETE PARAPET

EXISTING PRECAST CONCRETE PARAPET

DRIP EDGE

4" BRICK TO MATCH EXISTING REFER TO ELEVATION SHEETS (BRICK PROVIDED BY OWNER, TYP.)

EXISTING BULKHEAD AT WINDOW.

PROVIDE SPRAY FOAM AIR SEAL BETWEEN TRANSITION STRIP & NEW WINDOW. PROVIDE SEALANT & BACKER ROD, BOTH INTERIOR & EXTERIOR, FULL PERIMETER. 4" BRICK TO MATCH EXISTING REFER TO ELEVATION SHEETS

NEW ACT, SEE CEILING PLANS

REINSTALL SALVAGED CEILING TILES & ALIGN WITH BULK HEAD AT CEILING INTERMEDIATE MULLION.

EXTERIOR

EXISTING EXTERIOR BRICK

SALVAGED EXTERIOR BRICK TO MATCH EXISTING

UPPER FLOOR CLG

5/8" GYPSUM CEMENTBOARD

4" BRICK TO MATCH EXISTING REFER TO ELEVATION SHEETS FOR TYPE

3 5/8" COLD FORMED METAL FRAMING @ 1'-4" O.C.

1" AIR SPACE AIR/VAPOR BARRIER; EP HENRY BLUE SKIN (BOD AVB PRODCUT)

SPECIFIED PROFILE SCHLUTER QUADEC-K

THRU WALL FLASHING W/ WEEPS

EXISTING EXTERIOR WALL TO REMAIN, CAULK ALL INTERIOR EDGES

LINE OF TILED WALL BEYOND BRICK BEYOND

NEW WINDOW WITH INSULATED GLAZING UNIT

SEALANT AND BR, BOTH SIDES; TYPICAL.

SALVAGE & CUT EXISTING SLATE WINDOW SILLS FOR REINSTALLATION.

ALUMINUM SILL

EXISTING EXTERIOR WALL

INTERMEDIATE MULLION. LINE OF WALL ABOVE

PT BLOCKING, AS REQUIRED; TYPICAL AT WINDOW LOCATIONS.

SPECIFIED PROFILE SCHLUTER QUADEC-K INTERIOR

10"

OVERALL EXTERIOR WALL, V.I.F.

BRICK INFILL SECTION DETAIL

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

BRICK INFILL WINDOW DETAIL

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

TYPICAL WINDOW SYSTEM

MORTAR

10"

5/8" EXTERIOR GYPSUM SHEATHING BRICK TIES @ 16" O.C. VERTICAL

SPECIFIED CERAMIC TILE TO MATCH THE SHAPE OF GLAZED BLOCK

OVERALL EXTERIOR WALL, V.I.F.

NEW WINDOW W/ INSULATED GLAZING UNIT

SPECIFIED TILE TO MATCH ADJACENT CMU

BRICK INFILL PLAN DETAIL SCALE: 1 1/2" = 1'-0" ALUMINUM SILL . SELF ADHERED MEMBRANE SILL FLASHING WITH 1" MIN END DAM TURN UP AT JAMBS. TURN DOWN FACE OF EXTERIOR WALL UNDER ALUM SILL FLASHING. APPLY MANUFACTURER'S RECOMMENDED SEALANT TERMINATION AT ALL EDGES AND SEAMS.

EXTERIOR

NEW WINDOW W/ INSULATED GLAZING UNIT

PATCH VCT AS REQ'D.

UPPER FLOOR

Signature & License No.

EX8715

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

ALUMINUM SILL FLASHING.

ALTERATIONS EXISTING PRECAST PANEL. AT

SEALANT AT WINDOW MULLION

LOG COLLEGE MIDDLE SCHOOL EXTERIOR BRICK

FOR THE

EXISTING CMU AIR SPACE RIGID INSULATION

PROVIDE FULL PERIMETER TRANSITION STRIP TO SEAL ACCENT PANEL TO INTERIOR CMU. SIZE TO RECESS FROM OUTER EDGES OF NEW WINDOW 1/4"

CENTENNIAL SCHOOL DISTRICT BREAK METAL CLOSURE

PROVIDE SPRAY FOAM AIR SEAL BETWEEN TRANSITION STRIP & NEW WINDOW. PROVIDE SEALANT & BACKER ROD,BOTH INTERIOR & EXTERIOR, FULL PERIMETER

EXISTING STEEL COMPONENTS TO REMAIN

EXISTING WALL

WINDOW FLANGE ATTACHED TO CMU & COVERED WITH SNAP ON CLOSURE TRIM

433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

LINE OF WALL ABOVE, V.I.F. INTERIOR

WINDOW JAMB EXTRUSION, TYP

PROVIDE WOOD STUD BLOCKING AT WINDOW ANCHORED TO EXISTING CMU.

SPECIFIED PROFILE SCHLUTER QUADEC-K SPECIFIED TILE TO MATCH ADJACENT CMU

INSULATED GLASS GROUND FLOOR CLG

TYPICAL JAMB AT BRICK SCALE: 1 1/2" = 1'-0"

WALL AT WINDOW PLAN DETAIL SCALE: 1 1/2" = 1'-0"

GLAZED TILE PLAN DETAIL SCALE: 3" = 1'-0"

ALUMINUM SILL FLASHING WITH 1" DRIP EDGE SELF ADHERED MEMBRANE SILL FLASHING WITH 1" MIN END DAM TURN UP AT JAMBS. TURN DOWN FACE OF EXTERIOR WALL UNDER ALUM SILL FLASHING. APPLY MANUFACTURER'S RECOMMENDED SEALANT TERMINATION AT ALL EDGES AND SEAMS.

SUBSILL SET IN FULL BED OF SEALANT CONTINUOUS PERIMETER BACKER ROD & SEALANT EXISTING CONCRETE BUILDING SLAB, PATCH VCT AS REQ'D. GROUND FLOOR

03-14-2018 No.

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

2/28/2018 3:08:07 PM

DETAILS Scale

USA Project No.

TYPICAL WINDOW OPENING DETAILS

As indicated

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

Drawing Date

2017-002 Drawing No.

01.08.2018 Drawn By

Checked By

Author

Checker

A-140

11 A-160 CEILING LOWER FLR +9' - 6"

8 A-160 13

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

11 A-160

A-160 F 2'-0"

21'-0 3/8"

8'-0"

1X CAB.

7X 36" WIDE CABINETS

4X 24" WIDE CUBBIES

GROUND FLOOR PLAN - AREA A +0' - 0"

1X CAB

2'-0"

usaarchitects.com

ENLARGED NORTH ELEVATION ART ROOM 13

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

ENLARGED EAST ELEVATION ART ROOM 13

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

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

A-160

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

CEILING LOWER FLR +9' - 6" KILN HOOD/EXHAUST

CLEAN & PAINT COLUMN

8 A-160

8X 36" WIDE CABINETS

KILN A-160

ART 14

GROUND FLOOR PLAN - AREA A +0' - 0"

ENLARGED WEST ELEVATION ART ROOM 13

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

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

ENLARGED SOUTH ELEVATION ART ROOM 13 SCALE: 1/4" = 1'-0"

A-160

Sim 13

A-160

Sim CEILING LOWER FLR +9' - 6"

G13

UPPER CABINETS

G14

8'-0"

24'-0"

A-160

13 A-160

GROUND FLOOR PLAN - AREA A +0' - 0"

13-1A

STORAGE 13-1

21'-0"

2 PROVIDE TRANSITION STRIP CERAMIC VCT TILE

KILN

9 A-160

MOUNTED TO WALL WITH CLEATS

FIXED TO WALL

ADJUSTABLE SHELF ON RECESSED STANDARDS

3 11

EXISTING COLUMN BEYOND

SATIN ALUMINUM WIRE PULLS (TYP.)

A-160

ADJUSTABLE SHELF ON RECESSED STANDARDS

EXISTING 6" X 6" COLUMN, PAINTED.

1'-6"

4'-7"

CORIAN COUNTER W/INTEGRATED BACK-SPLASH

10'-8"

4" DRAWER

18'-0"

PROPOSED ART ROOM PLAN

2'-0 1/4" TYP.

9X 24" WIDE CABINETS

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

COUNTER/BACK SPLASH RETURNS @ WINDOW MULLION

2'-6" TYP.

3 1/2"

VINYL BASE

PROVIDE INFILL STUD FRAMING AS REQ'D.

GROUND FLOOR PLAN - AREA A +0' - 0"

CASEWORK SECTION 1

SCALE: 1" = 1'-0"

EXISTING WINDOW SILL

GROUND FLOOR PLAN - AREA A +0' - 0" 2 X 4 F.R. BASE BLOCKING

CASEWORK SECTION 2 SCALE: 1" = 1'-0"

FOR THE

CENTENNIAL SCHOOL DISTRICT

VINYL BASE

2 X 4 F.R. BASE BLOCKING

433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

GROUND FLOOR PLAN - AREA A +0' - 0" 2 X 4 F.R. BASE BLOCKING

CASEWORK SECTION 3 SCALE: 1" = 1'-0"

SPECIFIED FIXTURES (SEE PLUMBING DRAWINGS) SOLID SURFACING W/INTEGRATED BACK-SPLASH

TYP. SPECIFIED FIXTURES 10"

SOLID SURFACING W/INTEGRATED BACK-SPLASH

LOG COLLEGE MIDDLE SCHOOL

ADJUSTABLE SHELF ON RECESSED STANDARDS

VINYL BASE

2'-0 1/4"

SATIN ALUMINUM WIRE PULLS (TYP.)

ADJUSTABLE SHELF ON RECESSED STANDARDS

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

FULL HEIGHT WINDOW

NYLON GLIDES, TYP.

SATIN ALUMINUM WIRE PULLS (TYP.)

4" DRAWER

FIXED PANEL FRONT 03-14-2018

FIXED PANEL FRONT

NYLON GLIDES, TYP.

ADJUSTABLE SHELF ON RECESSED STANDARDS

REMOVABLE PANEL TO CONCEAL TRAP

VINYL BASE

GROUND FLOOR PLAN - AREA A +0' - 0"

CASEWORK SECTION 4 SCALE: 1" = 1'-0"

GROUND FLOOR PLAN - AREA A +0' - 0" 2 X 4 F.R. BASE BLOCKING

CASEWORK SECTION 5 SCALE: 1" = 1'-0"

CASEWORK SECTION 6 SCALE: 1" = 1'-0"

Date

Issue or Revision

ENLARGED ART ROOM GROUND FLOOR PLAN - AREA A +0' - 0"

2 X 4 F.R. BASE BLOCKING

ISSUED FOR CONSTRUCTION

Drawing Title

2'-10"

2'-6"

SATIN ALUMINUM WIRE PULLS (TYP.)

2'-6"

2/28/2018 3:08:18 PM

No.

REMOVABLE PANEL TO CONCEAL TRAP

2 X 4 F.R. BASE BLOCKING

EX8715

ALTERATIONS

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

Signature & License No.

SOLID SURFACING W/INTEGRATED BACK-SPLASH

V.I.F.

A-160

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

ENLARGED NORTH ELEVATION ART ROOM 14

1'-2 1/2"

1/2" PIN HOLES FOR SHELF SUPPORTS

3X UPPER CABINETS

ENLARGED WEST ELEVATION ART ROOM 14

2'-6"

4X 2' CABINETS & 1X SINK CABINET

11'-0"

6'-0"

7X 36" WIDE CABINETS

ART 13

3'-9"

2'-6"

4'-0"

Scale

USA Project No.

As indicated Drawing Date

2017-002 Drawing No.

01.08.2018 Drawn By

Checked By

Author

Checker

A-160

8'-6 3/8"

1'-3 3/8"

8'-6 3/8"

1'-10 3/8"

TOILET FLOOR PLAN - GT1.1 & BT2.1

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

1'-6" 2'-6"

NDU TD

3'-0" 3'-0"

1" 1"

NDU TD

3'-0"

1" 1"

EQ EQ EQ

NDU TD

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

NDU TD

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

8'-6 3/8" 8'-6 3/8"

EQ EQ

2'-6" 1"

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

5'-0"

usaarchitects.com

HD . 0" 5'- G R ø IN RN U T

GIRL'S TOILET 2.1 GT2.1

1'-6"

. 0" 5'- G R ø IN RN U T

3'-0"

2'-2 1/4"

2'-6"

HD 0 " R. ' 5 G HD ø IN N R TU

EQ EQ

3'-0"

1" 3'-0" 1'-6 3/8"

PATCH WALL AT REMOVED SINK

EQ EQ

3'-0"

1" 1"

EQ EQ EQ

EQ EQ EQ EQ EQ EQ

EQ EQ

2'-6"

2'-1 1/8"1" 2'-5 1/2" 1" 2'-5 1/2" 1" 2'-5 1/2" 1" 2'-5 1/2"

3'-0"

8'-0"

BOY'S TOILET 2.1 BT2.1

NDU

A1 SD

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

GIRL'S TOILET 2.2 GT2.2

5'-0"

NDU TD

ø5 '-0" TU RN ING R.

5'-0"

PATCH WALL AT REMOVED SINK

3'-0"

EQ EQ EQ

NDU TD

3'-0"

EQ EQ

3'-0" 1" 1"

NDU

EQ EQ

NDU

1'-6"

C2 BOY'S TOILET 2.2 BT2.2 2'-5 1/2" 1" 2'-5 1/2" 1" 2'-5 1/2" 1" 2'-5 1/2" 1"2'-3 1/8"

NDU

1'-6"

TD 1"

3'-5 5/8"

EQ EQ

NDU TD

1" 3'-0"

. 0" 5'- G R ø N I HD RN TU

5'-0"

NDU

5'-0"

3'-0"

NDU

1'-6"

NDU TD

2'-6"

. 0" G R ' 5 N ø RNI U T

5'-0"

1'-6"

1" 3'-0"

PATCH WALL AT REMOVED SINK

EQ EQ

2'-6"

. 0" 5'- G R ø N I RN TU

EQ EQ

HD 0" 5'R. ø G N I RN TU

EQ EQ

2'-5 1/2"

EQ EQ

CUT OPENING FOR NEW SINK CARRIER IN EXISTING WALL AS REQ'D. TYP. ALL RESTROOMS.

2'-5 1/2"

BOY'S TOILET 1.1 BT1.1

1'-6"

2'-5 1/2"

2'-6"

GIRL'S TOILET GT1.1

EQ EQ

2'-3 1/2"

GIRL'S TOILET 1.2 GT1.2

1'-6"

2'-6"

BOY'S TOILET 1.2 BT1.2

5'-0"

1'-8 1/8"

5'-0"

8'-6 3/8"

TOILET FLOOR PLAN - GT 1.2 & BT 1.2

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

TOILET FLOOR PLAN - GT 2.1 & BT 2.1

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

1'-4 1/8"

8'-6 3/8"

TOILET FLOOR PLAN - GT 2.2 & BT 2.2 SCALE: 1/4" = 1'-0"

TOILET ROOM NOTES: 1. PROVIDE FLOOR LEVELING/INFILL AT FLOOR SPACE BETWEEN DEMOLISHED BLOCK CHASE WALL AND NEW GWB CHASE WALLS AS REQUIRED. ALSO PROVIDE NEW CERAMIC FLOOR TILE TO MATCH EXISTING. 2. ALL TOILET ROOMS TO RECEIVE RESINOUS FLOOR AND INTEGRAL BASE COATING. 3. AT GLAZED BLOCK WALLS TO REMAIN, PROVIDE PATCHING WHERE WALL MOUNTED SINKS AND WING WALLS HAVE BEEN REMOVED. GROUT ALL HOLES FROM DEMOLISHED TOILET PARTITIONS AND ACCESSORIES IN EXISTING WALLS. PATCH CERAMIC FLOOR TILE AT REMOVED TOILETS, WING WALLS PARTITIONS, ETC. 4. NEW CERAMIC WALL TILE TO BE 6"x8" TO MATCH EXISTING GLAZED BLOCK DIMENSIONS. ALIGN TILE MORTAR JOINTS WITH EXISTING BLOCK WALL JOINTS. PROVIDE CERAMIC WALL TILE AT NEW CHASE PARTITION & EXISTING PATCHED WALLS ONLY. 5. ALL NEW CERAMIC WALL TILE AND EXISTING GLAZED BLOCK WALLS TO BE EPOXY PAINTED, U.N.O. 6. TOILET ACCESSORIES TO BE PROVIDED AS FOLLOWS: A. EACH MEN AND BOYS ROOM TOILET STALL TO RECEIVE ONE TOILET PAPER DISPENSER. B. EACH WOMEN AND GIRLS ROOM TOILET STALL TO RECEIVE ONE TOILET PAPER DISPENSER & ONE NAPKIN DISPOSAL.

MIRROR

SOAP DISPENSER

WALL SHELF

HD HAND DRYER

2'-6"

15" MIN.

7. URINAL SCREEN PANELS SHALL BE LOCATED BETWEEN EACH URINAL AND AT THE END OF A ROW OF FIXTURES. 2'-0"

2'-6"

4'-0"MAX.

D. ONE WALL MOUNTED SHELF TO BE INSTALLED IN EACH WOMEN AND GIRLS TOILET ROOMS.

OPERABLE HANDLE

3'-4"MAX.

4' - 0" MAX. TO

C. EACH LAVATORY TO RECIEVE ONE MIRROR AND 1 SOAP DISPENSER.

8. ALL UPPER FLOOR TOILET ROOMS TO RECEIVE NEW FLOOR DRAINS. SEE PLUMBING DRAWINGS. 9. ACCESSIBLE STALLS IN EACH BOY'S & GIRL'S RESTROOM TO RECEIVE GRAB BARS.

TOILET PAPER DISPENSER

NDU

10. CLEAN & PAINT EXISTING COLUMN IN GIRL'S TOILET GT1.1.

SANITARY NAPKIN DISPOSAL

TYPICAL TOILET ACCESSORY MOUNTING HEIGHTS SCALE: 3/8" = 1'-0" Signature & License No.

EX8715

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

ALTERATIONS

BARRIER FREE LEGEND 39" - 41" 54"

LOG COLLEGE MIDDLE SCHOOL

SIDE VIEW H.C. WATER CLOSET

MOUNTING HEIGHT TOILET PAPER DISPENSER

SIDE VIEW SINK MOUNTING HEIGHT

11"

17" - 25"

MIN SIDE VIEW LEG CLEARANCE

SIDE VIEW URINAL MOUNTING HEIGHT

SIDE VIEW TOE CLEARANCE

FRONT VIEW DOOR ACCESSORY MOUNTING HEIGHT

MIN

72"

15" - 48"

MAX

60"

MIN

48"

34" - 48"

MAX

17"

MIN

27"

MAX

34"

7" - 9"

FRONT VIEW H.C. WATER CLOSET

CENTENNIAL SCHOOL DISTRICT

MIN

33" - 36"

17" - 19"

1 1/2" MIN

MIN

MAX

FOR THE

15"

12" MIN

42"

MIN

24" MIN

12"

18"

MIN

16" - 18"

INTERNATIONAL SYMBOL OF ACCESS

RANGE OF TACTILE CHARACTER MOUNTING HEIGHT

39" - 41"

33" - 36"

MOUNTING HEIGHTS (BOTH BARRIER FREE AND STANDARD AS PER MANUFACTURERS RECOMENDATIONS AND AS REQUIRED BY A.N.S.I. AND BULDING CODES. REFER TO SPECIFICATIONS FOR SPECIFIC PRODUCT 36" INFORMATION MIN

433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

FRONT VIEW ELEVATOR ACCESSORY MOUNTING HEIGHT

20" - 25"

10"

MAX

10" - 24"

6" MIN.

20"

UNOBSTRUCTED FORWARD REACH

2/28/2018 3:08:26 PM

OBSTRUCTED FORWARD REACH

UNOBSTRUCTED SIDE REACH

OBSTRUCTED SIDE REACH

NOTE: ALL OPERABLE FIXTURES ARE REQUIRED TO BE MOUNTED WITHIN THE REACH RANGES INDICATED ABOVE

OBSTRUCTED SIDE REACH

No.

> 27"

MAX

34"

MAX

46"

MAX

34"

MAX

03-14-2018

MIN

15"

48"

MAX

48"

44"

MAX

48" 15"

MIN

48"

MAX

< 80"

MAX

6" MIN.

4" MAX

PROTRUDING OBJECTS IN CIRCULATION PATHS

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

TYPICAL MEN'S HANDICAP RESTROOM SIGN

TYPICAL WOMEN'S HANDICAP RESTROOM SIGN

NOTE: SEE DOOR ACCESSORY ELEVATION FOR MOUNTING HEIGHT & PROVIDE RELEVANT SIGN FOR EACH RESTROOM.

ENLARGED TOILET PLANS & DETAILS LOG COLLEGE MS Scale

USA Project No.

As indicated

BARRIER FREE LEGEND SCALE: 3/8" = 1'-0"

Drawing Date

2017-002 Drawing No.

01.08.2018 Drawn By

Checked By

JS/SB

JMc

A-161

CEILING LEGEND PATCH & REPAIR PLASTER AS REQ'D.

PATCH & REPAIR PLASTER AS REQ'D.

DEMOLITION

PATCH & PAINT EXISTING EXTERIOR PLASTER SOFFITS AS REQUIRED.

AREA OF CEILING DEMOLITION (ACT AND GYP/PLASTER AS SHOWN)

NOT IN SCOPE

GYP-1 GYPSUM/PLASTER

CLASSROOM 15

CLASSROOM 19

FACULTY WORKROOM 19-0

CLASSROOM 20

FACULTY WORKROOM 21-0

CLASSROOM 21

CLASSROOM 22

FACULTY WORKROOM 23-0

CLASSROOM 23

CLASSROOM 24

STAIR 3 ST3.1

CLASSROOM 25

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

ACT (NEW) 2' x 4' ACT

usaarchitects.com

STAIR 2 ST2.1

2' x 4' LIGHT FIXTURE

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

GENERAL NOTES ELECTRIC ROOM 137

FACULTY WORKROOM 25-0

CORRIDOR 111B

BOILER ROOM 134

HOME MAKING 17

MECH/ STORAGE 138

STORAGE & MECHANICAL ROOM

ELEV. MECH. RM. EL1 GIRL'S 119 TOILET 1.2 GT1.2

112

MEN'S TOILET 114

PATCH & PAINT EXISTING EXTERIOR PLASTER SOFFITS AS REQUIRED.

RECEIVING & MAINTENANCE 130

FREEZER 136

HOME MAKING 16-1

MT 127

REFUSE 107

GUIDANCE 123

135

CORRIDOR 16-3

LIVING ROOM 16-2

OFFICE 131

MAIN OFFICE 121

PRINCIPAL OFFICE 122

5. PATCH AND PAINT PLASTER/ GWB BULKHEADS AT EXISTING SKYLIGHT LOCATIONS.

STORAGE 117

CLASSROOM 26

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

KITCHEN HELP 108

PATCH & PAINT EXISTING EXTERIOR PLASTER SOFFITS AS REQUIRED.

PATCH & REPAIR PLASTER AS REQ'D. FOR MEP WORK ACCESS TO ITEMS ABOVE

JANITOR CLOSET 109

SERVING 2 106

FCS 16

TOILET 132

WOMEN'S TOILET 115

FOOD STORAGE 110

LOCKER 133

GROUNDS EQUIPMENT ROOM

HALL 113

LOUNGE 116

HALL 125 WT 126

2. PROVIDE WASHABLE CEILING TILE & GRID IN KITCHEN.

4. SEE MEP AND STRUCTURAL DRAWINGS FOR MORE ADDITIONAL DEMOLITION INFORMATION.

IT/ STORAGE 120

OFFICE 124

1. PROVIDE FIRE-RATED CEILING TILE & GRID IN CORRIDORS.

3. NEW CEILINGS TO BE AT SAME HEIGHT AFF AS DEMOLISHED CEILINGS. VERIFY CEILING HEIGHTS PRIOR TO DEMOLITION. CORRIDORS - 8'-0" TYPICAL CLASSROOMS - 9'-6" TYPICAL

STORAGE 118

BOY'S TOILET 1.2 BT1.2

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

SERVING 2 106 CORRIDOR 111 CAFETERIA 103

STORAGE 16-4

OFFICE 105C

CORRIDOR 111A

REFRIGERATOR 105B DARK ROOM 143

KITCHEN 105

FREEZER 105A STORE 140 CLASSROOM 11

CORRIDOR 111D ART 14

CORRIDOR 111C

CLOSET 142

GIRL'S TOILET 1.1 GT1.1

BOY'S TOILET 1.1 BT1.1

STORAGE 141

MATERIAL STORAGE 9-2

SERVING 1 104

2'-6"

CLOSET 9-1

STORAGE 12-2

STORAGE 13-1 ART 13

WOOD SHOP 12

MATERIAL STORAGE 12-3

PATCH & REPAIR PLASTER AS REQ'D. FOR MEP WORK ACCESS TO ITEMS ABOVE

COMPUTER LAB 10

COMPUTER LAB 9

STAIR 1 ST1.1 CLASSROOM 8

ENTRANCE 101

ENTRANCE VESTIBULE 100 Signature & License No.

PATCH & PAINT EXISTING EXTERIOR PLASTER SOFFITS AS REQUIRED.

EX8715

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

FINISH ROOM 12-4

ALTERATIONS AT

PROVIDE NEW GWB BULKHEAD AT WINDOWS IN ROOMS NOT RECEIVING NEW ACT, SALVAGE AND REUSE EXISTING CEILING TILES. TYPICAL AT AREAS SHOWN.

LOG COLLEGE MIDDLE SCHOOL FOR THE

GROUND FLOOR PLAN - AREA A

CENTENNIAL SCHOOL DISTRICT

SCALE: 3/32" = 1'-0"

433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

03-14-2018 No.

2/28/2018 3:08:30 PM

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

GROUND FLOOR REFLECTED CEILING PLAN AREA A - LOG COLLEGE MS Scale

USA Project No.

As indicated Drawing Date

2017-002 Drawing No.

KEY PLAN A - LOG COLLEGE MS

01.08.2018

SCALE: N.T.S.

Drawn By

Checked By

JMc

A-204

CEILING LEGEND DEMOLITION

NOT IN SCOPE

AREA OF CEILING DEMOLITION (ACT AND GYP/PLASTER AS SHOWN) GYP-1 GYPSUM/PLASTER

11 A-140

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

TYP. ACT (NEW) 2' x 4' ACT

usaarchitects.com 2' x 4' LIGHT FIXTURE

STAIR 2 ST2.2

CLASSROOM 35

CLASSROOM 36

FACULTY WORKROOM 37-0

CLASSROOM 37

FACULTY WORKROOM 38-0

CLASSROOM 38

CLASSROOM 39

FACULTY WORKROOM 40-0

CLASSROOM 40

CLASSROOM 41

CLASSROOM 42

SCIENCE LAB 43

STAIR 3 ST3.2

GENERAL NOTES

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

1. PROVIDE FIRE-RATED CEILING TILE & GRID IN CORRIDORS.

2'-6"

CLASSROOM 34

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

2. PROVIDE WASHABLE CEILING TILE & GRID IN KITCHEN. 3. NEW CEILINGS TO BE AT SAME HEIGHT AFF AS DEMOLISHED CEILINGS. VERIFY CEILING HEIGHTS PRIOR TO DEMOLITION. CORRIDORS - 8'-0" TYPICAL CLASSROOMS - 9'-6" TYPICAL

FACULTY WORKROOM 33-0

4. SEE MEP AND STRUCTURAL DRAWINGS FOR MORE ADDITIONAL DEMOLITION INFORMATION. 5. PATCH AND PAINT PLASTER/ GWB BULKHEADS AT EXISTING SKYLIGHT LOCATIONS.

CORRIDOR 211B STORAGE 3 230

STORAGE 212

EXISTING SKYLIGHT

MECH. 231

CLASSROOM 33

CLASSROOM 54

CLASSROOM 55

MECHANICAL EQUIPMENT 203

ELEV. EL2 MECHANICAL 240

BOY'S TOILET 2.2 BT2.2

GIRL'S TOILET 2.2 GT2.2

STORAGE 210

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

CONFERENCE ROOM 227

CONFERENCE 204

GUIDANCE 225

LIBRARY 202

FACULTY WORKROOM 31-0

CORRIDOR 211C

GUIDANCE 224

WOMEN'S TOILET 1 228 MEN'S TOILET 1 229

COURT UC OPEN TO ABOVE. (SEE ROOF PLAN FOR SCOPE OF WORK)

LIBRARY WORKROOM 58 EXISTING SKYLIGHT

EXISTING SKYLIGHT

CLASSROOM 53 CLASSROOM 32

SCIENCE LAB 44

GUIDANCE 226

CORRIDOR 211 LIBRARY WORKROOM 58A

CLASSROOM 52 HALL 222

OFFICE 223

STORAGE 31-1

SCIENCE LAB 45 CLASSROOM 61

MAIN OFFICE 220 CLASSROOM 51

CLASSROOM 50

MECHANICAL 241

BOY'S TOILET 2.1 BT2.1

GIRL'S TOILET 2.1 GT2.1

CUT & PATCH EXISTING PLASTER BULKHEAD AS REQ'D. TO ACCOMODATE NEW MECHANICAL PIPING.

PRINCIPAL OFFICE 221

CLASSROOM 31

CORRIDOR 211D

CLASSROOM 60 STORAGE 213

STORAGE 214

EXISTING SKYLIGHT

CORRIDOR 211A

Signature & License No.

SCIENCE LAB 46

CLASSROOM 30

CLASSROOM 29 FACULTY WORKROOM 29-0

CLASSROOM 28

FACULTY WORKROOM 27-0

CLASSROOM 27

MEN'S TOILET 242

WOMEN'S TOILET 243

JANITOR CLOSET 245

STAIR 1 ST1.2

CLASSROOM 48

CLASSROOM 47

EX8715

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

MECH. 46-0

ALTERATIONS

FACULTY WORKROOM 47-0

LOG COLLEGE MIDDLE SCHOOL

LOUNGE 244

FOR THE

CENTENNIAL SCHOOL DISTRICT

PROVIDE NEW GWB BULKHEAD AT WINDOWS IN ROOMS NOT RECEIVING NEW ACT, SALVAGE AND REUSE EXISTING CEILING TILES. TYPICAL AT AREAS SHOWN.

UPPER FLOOR PLAN SCALE: 3/32" = 1'-0"

433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

11 A-140 TYP.

03-14-2018 No.

2/28/2018 3:08:33 PM

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

UPPER FLOOR REFLECTED CEILING PLAN AREA A - LOG COLLEGE MS Scale

USA Project No.

As indicated

KEY PLAN A - LOG COLLEGE MS SCALE: N.T.S.

Drawing Date

2017-002 Drawing No.

01.08.2018 Drawn By

Checked By

JMc

A-205

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174 CONNECTING CORRIDOR 102

usaarchitects.com Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

CORRIDOR REFLECTED CEILING PLAN SCALE: 3/32" = 1'-0"

PATCH & PAINT EXISTING EXTERIOR PLASTER SOFFITS AS REQUIRED.

NURSE 155

CORRIDOR 153

HEALTH 158

JANITOR CLOSET 159

PROVIDE GWB SOFFITS AT ACT TRANSITIONS. SEE TYPICAL DETAIL.

MEN 156

CORRIDOR 105A PATCH & PAINT EXISTING EXTERIOR PLASTER SOFFITS AS REQUIRED.

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

HEALTH 157

BOY'S LOCKER ROOM 160

AUDITORIUM 151 STORAGE 161

BOY'S TOILET L35 CORRIDOR 172

CORRIDOR 150

STORAGE 41C

STORAGE 174 STORAGE 173

BOY'S GYM CBG

CEILING LEGEND 3

DEMOLITION

CORRIDOR 154

AREA OF CEILING DEMOLITION (ACT AND GYP/PLASTER AS SHOWN)

A-140

GIRL'S GYM GG

GYP-1 GYPSUM/PLASTER

WOMEN 171

PROVIDE GWB SOFFITS AT ACT TRANSITIONS. SEE TYPICAL DETAIL.

NOT IN SCOPE

Signature & License No.

ACT (NEW)

EX8715

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

2' x 4' ACT

STORAGE 45 C

ALTERATIONS 2' x 4' LIGHT FIXTURE AT

CORRIDOR 105B

PATCH & PAINT EXISTING EXTERIOR PLASTER SOFFITS AS REQUIRED.

VOCAL 170

PRACTICE ROOM 168

FOR THE

1. PROVIDE FIRE-RATED CEILING TILE & GRID IN CORRIDORS. 2. PROVIDE WASHABLE CEILING TILE & GRID IN KITCHEN. 3. NEW CEILINGS TO BE AT SAME HEIGHT AFF AS DEMOLISHED CEILINGS. VERIFY CEILING HEIGHTS PRIOR TO DEMOLITION. CORRIDORS - 8'-0" TYPICAL CLASSROOMS - 9'-6" TYPICAL

MUSIC CLASSROOM 169

JANITOR CLOSET 167

LOG COLLEGE MIDDLE SCHOOL

GENERAL NOTES

VOCAL 170-1

CENTENNIAL SCHOOL DISTRICT 433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

4. SEE MEP AND STRUCTURAL DRAWINGS FOR MORE ADDITIONAL DEMOLITION INFORMATION. 5. PATCH AND PAINT PLASTER/ GWB BULKHEADS AT EXISTING SKYLIGHT LOCATIONS.

GIRL'S LOCKER ROOM 163

GIRL'S TOILET L29

PATCH & PAINT EXISTING EXTERIOR PLASTER SOFFITS AS REQUIRED.

B 03-14-2018 No.

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

STORAGE 162

2/28/2018 3:08:36 PM

BUILDING B REFLECTED CEILING PLAN SCALE: 3/32" = 1'-0"

REFLECTED CEILING PLAN AREA B - LOG COLLEGE MS Scale

USA Project No.

As indicated Drawing Date

KEY PLAN B - LOG COLLEGE MS SCALE: N.T.S.

2017-002 Drawing No.

01.08.2018 Drawn By

Checked By

JMc

A-206

GENERAL ELEVATION NOTES:

REPAIR KEY/ LEGEND: 100% CUT OUT & REPOINT DETERIORATED, OPEN & ERODED BRICK MASONRYJOINTS. INSTALL HELICAL BRICK TIES 16" O.C.

1. RELIEVING ANGLES AT LOUVERS, WINDOWS AND DOORS TO BE CLEANED & COATED. REMOVE AND TOOTHE IN BRICK AS NECESSARY. ALLOW FOR (12) LOCATIONS TOTAL (CONFIRM LOCATIONS IN FIELD WITH GC.)

REMOVE AND REINSTALL BRICK. PROVIDE NEW INSULATION, FLASHING, BRICKTIES AND WEEPS.

2. AT PENTHOUSE LEVEL: LIGHT POWERWASH ALL WHITE BRICK. ALL EXISTING CONTROL JOINTS TO BE CUT OUT AND REPLACED.

CLEAN ENTIRE ELEVATION OF PRECAST TRIM OF ATMOSPHEREIC SOILING & BIOGROWTH USING A MILD DETERGENT.

KEY NOTES:

A REMOVE ONE COURSE OF BRICK, RIP, CUT AND REINSTALL WITH COMPRESSIBLE FILLER, BACKER ROD, AND CAULK. TO BUILDING B

SCALE: 3/32" = 1'-0"

REMOVE AND REPLACE 3 LF OF BRICK AT THE NORTH ELEVATION AND 2 LF OF BRICK AT THE EAST ELEVATION.

ALTERNATE: 100% BRICK REPOINTING. 1

REMOVE EXISTING PLYWOOD SIGN MOUNTED TO FACE OF BUILDING.

NEW 4'-0" HIGH SS HEAVY DUTY CORNER GUARDS @ BRICK CORNERS.

usaarchitects.com

CUT BRICK TO ACHEIVE A 1/2" - 5/8" CONTROL JOINT. REINSTALL WITH COMPRESSIBLE FILLER, BACKER ROD AND CAULK. ALLOW FOR 60 LOCATIONS TOTAL.

NORTH ELEVATION A

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

LOCATION OF EXPLORATORY OPENING IN BRICK VENEER.

LOCATION OF NEW ACCENT LIGHTING MOUNTED TO THE BUILDING - SEE ELECTRICAL PLANS.

PATCH AND PAINT PLASTER FASCIA AND SOFFIT AS REQUIRED.

NOT USED.

PAINT LOUVERS. PROVIDE NEW DAMPERS AS REQUIRED. SEE MECH. DRAWINGS FOR MORE INFORMATION.

SEE STRUCTURAL DRAWINGS FOR NEW WORK AT LOADING DOCK.

NEW ALUMINUM COPING AT PERIMETER OF LOWER ROOF.

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

NOT USED

4 11

LOCATIONS OF EXTERIOR INFILL WALLS. SEE PLANS AND DETAILS.

INFILL EXISTING A/C OPENINGS IN EXTERIOR WALL.

PROVIDE MISCELLANEOUS AND MINOR REPOINTING AS WELL POWERWASHING/ CLEANING ON ALL SECOND FLOOR AREA NOT NOTED FOR BRICK REMOVAL/ REINSTALLATION.

TO BUILDING B

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

SOUTH ELEVATION A SCALE: 3/32" = 1'-0"

3 C

C E

EAST ELEVATION A SCALE: 3/32" = 1'-0"

Signature & License No.

EX8715

C This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

ALTERATIONS AT

C E

LOG COLLEGE MIDDLE SCHOOL

CONNECTING CORRIDOR

FOR THE

CENTENNIAL SCHOOL DISTRICT 433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

WEST ELEVATION A SCALE: 3/32" = 1'-0"

03-14-2018 No.

2/28/2018 3:10:39 PM

SOUTH COURT ELEVATION SCALE: 3/32" = 1'-0"

EAST COURT ELEVATION SCALE: 3/32" = 1'-0"

WEST COURT ELEVATION SCALE: 3/32" = 1'-0"

NORTH COURT ELEVATION SCALE: 3/32" = 1'-0"

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

BUILDING A ELEVATIONS - LOG COLLEGE MS Scale

USA Project No.

As indicated Drawing Date

2017-002 Drawing No.

01.08.2018 Drawn By

Checked By

JMc

A-300

REPAIR KEY/ LEGEND: 100% CUT OUT & REPOINT DETERIORATED, OPEN & ERODED BRICK MASONRYJOINTS. INSTALL HELICAL BRICK TIES 16" O.C.

1. RELIEVING ANGLES AT LOUVERS, WINDOWS AND DOORS TO BE CLEANED & COATED. REMOVE AND TOOTHE IN BRICK AS NECESSARY. ALLOW FOR (12) LOCATIONS TOTAL (CONFIRM LOCATIONS IN FIELD WITH GC.)

REMOVE AND REINSTALL BRICK. PROVIDE NEW INSULATION, FLASHING, BRICKTIES AND WEEPS.

2. AT PENTHOUSE LEVEL: LIGHT POWERWASH ALL WHITE BRICK. ALL EXISTING CONTROL JOINTS TO BE CUT OUT AND REPLACED.

CLEAN ENTIRE ELEVATION OF PRECAST TRIM OF ATMOSPHEREIC SOILING & BIOGROWTH USING A MILD DETERGENT. REMOVE ONE COURSE OF BRICK, RIP, CUT AND REINSTALL WITH COMPRESSIBLE FILLER, BACKER ROD, AND CAULK.

CUT BRICK TO ACHEIVE A 1/2" - 5/8" CONTROL JOINT. REINSTALL WITH COMPRESSIBLE FILLER, BACKER ROD AND CAULK. ALLOW FOR 60 LOCATIONS TOTAL.

REMOVE 4 COURSES OF BRICK AT BASE OF PENTHOUSE. REINSTALL METAL FLASHING TWO COURSES OF BRICK HIGHER. INFILL SALVAGED BRICK AS NECESSARY. ALLOW FOR 500SF OF WHITE BRICK REPLACEMENT AND 5% REPOINTING AT THIS AREA. REMOVE AND REPLACE 3 LF OF BRICK AT THE NORTH ELEVATION AND 2 LF OF BRICK AT THE EAST ELEVATION.

ALTERNATE: 100% BRICK REPOINTING.

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174

KEY NOTES: 1

REMOVE EXISTING PLYWOOD SIGN MOUNTED TO FACE OF BUILDING.

NEW 4'-0" HIGH SS HEAVY DUTY CORNER GUARDS @ BRICK CORNERS.

LOCATION OF EXPLORATORY OPENING IN BRICK VENEER.

LOCATION OF NEW ACCENT LIGHTING MOUNTED TO THE BUILDING - SEE ELECTRICAL PLANS.

PATCH AND PAINT PLASTER FASCIA AND SOFFIT AS REQUIRED.

NOT USED.

PAINT LOUVERS. PROVIDE NEW DAMPERS AS REQUIRED. SEE MECH. DRAWINGS FOR MORE INFORMATION.

SEE STRUCTURAL DRAWINGS FOR NEW WORK AT LOADING DOCK.

NEW ALUMINUM COPING AT PERIMETER OF LOWER ROOF.

usaarchitects.com Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

NOT USED

LOCATIONS OF EXTERIOR INFILL WALLS. SEE PLANS AND DETAILS.

INFILL EXISTING A/C OPENINGS IN EXTERIOR WALL.

PROVIDE MISCELLANEOUS AND MINOR REPOINTING AS WELL POWERWASHING/ CLEANING ON ALL SECOND FLOOR AREA NOT NOTED FOR BRICK REMOVAL/ REINSTALLATION.

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

TO BUILDING B

TO BUILDING A

GENERAL ELEVATION NOTES:

3 7

NORTH ELEVATION CORRIDOR

SCALE: 3/32" = 1'-0"

NORTH ELEVATON B SCALE: 3/32" = 1'-0"

TO BUILDING B

TO BUILDING A

SOUTH ELEVATION B

SCALE: 3/32" = 1'-0"

SOUTH ELEVATION CORRIDOR SCALE: 3/32" = 1'-0"

Signature & License No.

EX8715

13 13

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

7 13

ALTERATIONS 9

LOG COLLEGE MIDDLE SCHOOL C FOR THE

CONNECTING CORRIDOR

CENTENNIAL SCHOOL DISTRICT 433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

EAST ELEVATION B SCALE: 3/32" = 1'-0"

13 7

9 03-14-2018

No.

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

2/28/2018 3:10:56 PM

BUILDING B ELEVATIONS - LOG COLLEGE MS 3

Scale

USA Project No.

WEST ELEVATION B

As indicated

SCALE: 3/32" = 1'-0"

Drawing Date

2017-002 Drawing No.

01.08.2018 Drawn By

Checked By

Author

Checker

A-301

BUILDING A DOOR SCHEDULE - GROUND FLOOR DOOR

DOOR WIDTH

WIDTH

DOOR NUMBER

GENERAL NOTES:

11'-5" EXG M.O. - VIF

1. FIELD VERIFY ALL EXISTING DOOR SIZES LISTED IN SCHEDULE.

8'-0"

EXG M.O. - VIF

DOOR HEIGHT

2. NEW DOOR FINISH TO MATCH EXISTING, UNLESS NOTED OTHERWISE. 3. EXISTING FRAMES TO REMAIN (ETR), UNLESS NOTED OTHERWISE. 4. PATCH SCREW HOLES FROM DEMOLISHED WALL AND FLOOR MOUNTED HOLD OPEN DEVICES AND WALL STOPS, TYPICAL.

DOOR SCHEDULE NOTES: 1. GC TO VERIFY EXISTING OPENING/ FRAME SIZE.

36" TYPE F

TYPE FF

TYPE FF2

TYPE FF3

2. PROVIDE NEW INSULATED OVERHEAD DOOR. COORDINATE POWER REQUIREMENTS AND CONTROL LOCATION.

ACC

3. PROVIDE NEW ACCORDIAN DOOR. PROVIDE LOCK WITH SAME FUNCTION AS EXISTING. REUSE EXISTING FRAME IF POSSIBLE. 4. NEW CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW SYSTEM WITH 1" INSULATED GLAZING UNITS AT WINDOWS.

EXG M.O. - VIF

EXG M.O. - VIF DOOR

WIDTH

DOOR HEIGHT

10'-2"

EXG M.O. - VIF

10'-2"

EXG M.O. - VIF

HM FRAME

5. EXISTING DOORS ARE 2 1/4", FRAMES HAVE ADJUSTABLE STOPS. PROVIDE STANDARD 1 3/4" DOORS, ADJUST STOPS IN FIELD TO ACCOMODATE NEW DOOR THICKNESS.

DOOR WIDTH

17'-6"

6. DOORS TO HAVE MAGNETIC HOLD OPEN DEVICES SET TO RELEASE UPON ACTIVATION OF FIRE-ALARM SYSTEM.

DOOR HEIGHT

10'-0"

7. ACCORDIAN DOOR BASIS OF DESIGN PRODUCT: MANUFACTURER/MODEL: CORFLEX ACCORDIAN DOORS SERIES 3000; OR EQUAL.

HM FRAME

8. HARDWARE BY ALUMINUM DOOR MANUFACTURER. FUNCTION TO MATCH OTHER EXISTING EXTERIOR DOORS PER SCHOOL STANDARDS. 9. FOR OH DOORS PROVIDE CYLINDER & KEY TO MATCH SCHOOL STANDARDS.

OH1

TYPE A

OH2

DOOR TYPES/ ELEVATIONS

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

EX = EXISTING ETR = EXISTING TO REMAIN HM = HOLLOW METAL SWC = SOLID WOOD CORE

DOOR FRAME ELEVATIONS SCALE: 1/4" = 1'-0"

EXG GLASS WIDTH VARIES - 3'-0"+/-

EXG GLASS WIDTH VARIES - 3'-6"+/-

EXG GLASS WIDTH - 9'-4"+/- (3 EQ. PANELS)

VIF

EXISTING FRAME

ABBREVIATIONS:

TYPE B

EXISTING FRAME

EXG GLASS WIDTH - 12'-6"+/- (4 EQ. PANELS) VIF

EXISTING FRAME

102A 102B 104 106 112 114 115 116A 118 119 120 121 122 125 130A 130B 134A 135A 135B 138 140 141 142 BT1.1 BT1.2 G08 G09 G10 G11A G12 G13 G14 G15 G16 G16-2 G17 G19 G19-0 G20 G21 G21-0 G22 G23 G23-0 G24 G25 G25-0 G26 GT1.1 GT1.2

ROOM NAME CONNECTOR CORRIDOR CONNECTOR CORRIDOR SERVING 1 SERVING 2 STORAGE & MECHANICAL MEN'S TOILET WOMEN'S TOILET LOUNGE STORAGE MECHANICAL ROOM IT/STORAGE MAIN OFFICE PRINCIPAL OFFICE HALLWAY RECEIVING & MAINTENANCE RECEIVING & MAINTENANCE BOILER ROOM GROUND EQUIPMENT GROUND EQUIPMENT MECHANICAL ROOM STORE STORAGE CLOSET BOY'S TOILET 1.1 BOY'S TOILET 1.2 CLASSROOM COMPUTER LAB COMPUTER LAB CLASSROOM WOOD SHOP ART ART CLASSROOM FAMILY CONSUMER SCIENCE LIVINGROOM HOME MAKING CLASSROOM FACULTY WORKROOM CLASSROOM CLASSROOM FACULTY WORKROOM CLASSROOM CLASSROOM FACULTY WORKROOM CLASSROOM CLASSROOM FACULTY WORKROOM CLASSROOM GIRL'S TOILET 1.1 GIRL'S TOILET 1.22

DOOR ELEVATION DOOR WIDTH

DOOR HEIGHT

FF3 FF3 FF3 FF3 FF F F F F F F F F F FF OH1 F F OH2 FF ACC F F F F F F F F FF2 F F F F F F F F F F F F F F F F F F F F

7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 10'-2" 7'-10" 7'-10" 10'-2" 7'-10" 8'-0" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10"

6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 6'-0" 10'-0" 3'-0" 3'-0" 17'-6" 6'-0" 11'-5" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 5'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0"

DOOR TYPE FF3 FF3 FF3 FF3 FF F F F F F F F F F FF OH F F OH FF ACC F F F F F F F F FF2 F F F F F F F F F F F F F F F F F F F F

FRAME TYPE B B B B ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR

HARDWARE SET 10 10 10 10 15 8 8 11 12 12 12 11 11 11 15 7 7 15 15 15 8 8 14 14 14 14 1 14 14 14 14 14 14 13 11 13 13 11 13 13 11 13 13 11 13 8 8

FIRE RATING 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. NA 20 MIN. 20 MIN. NA 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN.

COMMENTS 6 6 6 6

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174 usaarchitects.com 1, 2

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

1, 2

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

SIDELIGHT ELEVATION (TYPICAL CLASSROOM AND FACULTY WORKROOM)

WINDOW ELEVATION (2ND FLOOR: LIBRARY, MAIN OFFICE AND GUIDANCE OFFICE)

WINDOW ELEVATION (HOMEMAKING AND FCS)

EXG GLASS WIDTH - 4'-0"+/-

VIF

EXG GLASS HEIGHT - 4'-4"

EXG GLASS WIDTH - 2'-10"+/-

EXG GLASS HEIGHT - 4'-4"

EXG GLASS WIDTH - 6'-4"+/- (2 EQ. PANELS)

EXG GLASS HEIGHT - 4'-9"

EXG GLASS WIDTH - 2'-10"

EXISTING WINDOW FRAME

VIF

EXG GLASS HEIGHT - 7'-6"

VIF

EXG GLASS HEIGHT - 7'-6"

VIF

WINDOW ELEVATION

DOOR NUMBER

VIF

EXG GLASS HEIGHT - 4'-9"

EXG GLASS HEIGHT - 7'-6"

EXISTING DOOR

VIF

EXG GLASS HEIGHT -7'-6"

BUILDING A DOOR SCHEDULE - UPPER FLOOR

GLASS FILM NOTES:

3. USE TRANSLUCENT, DIMENSIONALLY STABLE, CAST PVC FILM, 2-MIL-MINIMUM THICKNESS, WITH PRESSURESENSITIVE, CLEAR ADHESIVE BACK FOR ADHERING TO GLASS AND RELEASABLE PROTECTIVE BACKING.

WINDOW ELEVATION (ART ROOM 14)

SIDELIGHT ELEVATION (ART ROOM 13)

SIDELIGHT ELEVATION (CLASSROOM 11/ COMPUTER LAB)

F10

EXG GLASS WIDTH - 2'-5 1/4"+/-

EXG GLASS WIDTH - 12'-4"+/- (4 EQ. PANELS)

VIF

EXG GLASS HEIGHT - 4'-9"+/-

EXG GLASS WIDTH - 9'-11 1/2"+/- (3 EQ. PANELS)

EXISTING WINDOW FRAME

VIF

EXG GLASS HEIGHT - 4'-9"

CORRIDOR

DOOR NUMBER

EXISTING SPANDREL GLASS

2/28/2018 3:10:58 PM

F11

F12

WINDOW ELEVATION (FCS/ HOMEMAKING)

GLAZING FILM (EXISTING INTERIOR SIDELIGHTS AND WINDOWS) SCALE: 1/2" = 1'-0"

FF FF F F F F F F F F F FF FF F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F

DOOR WIDTH DOOR HEIGHT 6'-0" 6'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 6'-0" 6'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0"

7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10"

DOOR TYPE FF FF F F F F F F F F F FF FF F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F

FRAME TYPE ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR

HARDWARE SET 2 2 12 11 11 11 11 11 11 12 12 15 15 8 11 4 8 8 8 8 14 11 13 13 13 11 13 13 11 13 13 11 13 13 13 13 11 13 11 13 13 11 13 13 14 14 14 14 12 13 11 13 14 14 14 14 14 14 14 14 14 14

FIRE RATING

COMMENTS

20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN.

Signature & License No.

EX8715

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

ALTERATIONS AT

LOG COLLEGE MIDDLE SCHOOL FOR THE

CENTENNIAL SCHOOL DISTRICT 433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

BUILDING B DOOR SCHEDULE

EXISTING SPANDREL GLASS

WINDOW ELEVATION (CLASSROOM 11/ CORRIDOR)

LIBRARY LIBRARY MECHANICAL ROOM CONFERENCE MAIN OFFICE PRINCIPAL OFFICE PRINCIPAL OFFICE GUIDANCE OFFICE CONFERENCE STORAGE STORAGE STORAGE STORAGE MEN'S TOILET HALLWAY JANITOR CLOSET BOY'S TOILET 2.1 BOY'S TOILET 2.2 GIRL'S TOILET 2.1 GIRL'S TOILET 2.2 CLASSROOM FACULTY WORKROOM CLASSROOM CLASSROOM CLASSROOM FACULTY WORKROOM CLASSROOM CLASSROOM FACULTY WORKROOM CLASSROOM CLASSROOM FACULTY WORKROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM FACULTY WORKROOM CLASSROOM FACULTY WORKROOM CLASSROOM CLASSROOM FACULTY WORKROOM CLASSROOM CLASSROOM SCIENCE LAB SCIENCE LAB SCIENCE LAB SCIENCE LAB MECHANICAL ROOM CLASSROOM FACULTY WORKROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM LIBRARY WORKROOM LIBRARY WORKROOM CLASSROOM

DOOR ELEVATION

VIF

VESTIBULE F8

2. APPLY FILM TO FULL EXTENT (HEIGHTH AND WIDTH) OF EXISTING GLASS PANELS ON CLASSROOM SIDE ONLY.

EXISTING SPANDREL GLASS

2'-11"

1. BASIS OF DESIGN: 3M CRYSTAL GLASS FINISHES, “DUSTED CRYSTAL”. PROVIDE SUBMITTAL & SAMPLE FOR REVIEW BY ARCHITECT. PROVIDE MOCKUP FOR REVIEW BY OWNER.

202A 202B 203 204A 220 221A 221C 226A 227 231 232 240 241 242 244 245 BT2.1 BT2.2 GT2.1 GT2.2 U27 U27-0 U27A U28 U29 U29-0 U30 U31 U31-0 U32 U33 U33-0 U34 U35 U36 U37 U37-0 U38 U38-0 U39 U40 U40-0 U41 U42 U43 U44 U45 U46 U46-0 U47 U47-0 U48 U50 U51 U52 U53 U54 U55 U56 U58 U58A U60

ROOM NAME

145 150A 150B 150C 151A 151B 153 154 155 156 157 158 159 160 163 164 166 167 168 169 170 171

ROOM NAME CORRIDOR STAIR CORRIDOR CORRIDOR AUDITORIUM AUDITORIUM CORRIDOR CORRIDOR NURSE MEN HEALTH HEALTH JANITOR CLOSET BOY'S LOCKER ROOM GIRL'S LOCKER ROOM STAIR STAIR JANITOR CLOSET PRACTICE ROOM (STORAGE) MUSIC CLASSROOM (STORAGE) PRACTICE ROOM (STORAGE) WOMEN

DOOR ELEVATION KK F 2/A-601 2/A-601 FF FF FF FF2 F F FF FF F FF FF F F F F F F F

DOOR WIDTH DOOR HEIGHT 5'-5" 3'-0" 6'-0 1/2" 6'-0 1/2" 6'-0" 6'-0" 6'-0" 5'-0" 3'-0" 3'-0" 6'-0" 6'-0" 3'-0" 6'-0" 6'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0"

7'-10" 7'-10" 7'-0" 7'-0" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10"

DOOR TYPE

F ALUM ALUM FF FF FF FF F F FF FF F FF FF F F F F F F F

FRAME TYPE B ETR ALUM ALUM ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR

HARDWARE SET 3 12 16 16 9 9 3 3 5 8 4 3 3 12 12 4 12 12 12 8

FIRE RATING

COMMENTS

20 MIN. 4, 8 4, 8 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN.

03-14-2018 No.

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

DOOR SCHEDULE + DETAILS - LOG COLLEGE MS Scale

5 5 5

USA Project No.

As indicated Drawing Date

2017-002 Drawing No.

01.08.2018 Drawn By

Checked By

JMc

A-600

SEE WAL TYPES FOR PARTITION WIDTH

NOTE: ONLY ROOMS/ SPACES RECEIVING NEW FINISHES ARE SHOWN ON SCHEDULES. EXISTING BRICK AT CORRIDOR SIDE.

STUD PARTITION -SEE PLAN FOR TYPE

SEALANT -BOTH SIDES

ROOM FINISH SCHEDULE - GROUND FLOOR PLAN

MASONRY PARTITION PROVIDE NEW PRE-CAST LINTELS. VERIFY EXG. CMU DIMENSION IN FIELD.

NUMBER

EXISTING CEILING HEIGHT AT BOTH SIDES OF DOOR. REMOVE AND REPLACE GRID AND TILE AS REQUIRED FOR NEW DOOR FRAME INSTALLATION.

1/2"

CORRIDOR SIDE

HOLLOW METAL FRAME

1/4"

1/2"

ROOM

SEALANT AND BACKER ROD -BOTH SIDES GROUT FRAME SOLID

HEAD

HOLLOW METAL FRAME H1

HOLLOW METAL FRAME

HM MASONRY DTL - HEAD SCALE: 3" = 1'-0"

ANCHOR 5 3/4"

HOLLOW METAL FRAME

1/2" 1/2"

SEALANT AND BACKER ROD -BOTH SIDES EXISTING MASONRY PARTITION.

1/4"

STUD PARTITION -SEE PLAN FOR TYPE

SEALANT -BOTH SIDES

2"MIN.

GROUT FRAME SOLID

INTERSECTING PARTITION IN SOME LOCATIONS SEE WALL TYPE FOR PARTITION WIDTH

JAMB

ANCHOR

DOOR DETAILS

SCALE: 3" = 1'-0"

HM MASONRY DTL - JAMB SCALE: 3" = 1'-0"

9-2 13 13-1 14 16 17 19-0 21-0 23-0 41C 45 C 101 102 104 105 105C 106 107 108 109 110 111 111A 111B 111C 111D 112 113 114 115 117 118 119 120 121 122 123 124 125 126 127 138 142 143 BT1.1 BT1.2 EL1 GT1.1 GT1.2

ROOM FINISH SCHEDULE - UPPER FLOOR PLAN

FINISH NAME

FLOOR

MATERIAL STORAGE ART STORAGE ART FCS HOME MAKING FACULTY WORKROOM FACULTY WORKROOM FACULTY WORKROOM STORAGE STORAGE ENTRANCE CONNECTING CORRIDOR SERVING 1 KITCHEN OFFICE SERVING 2 REFUSE KITCHEN HELP JANITOR CLOSET FOOD STORAGE CORRIDOR CORRIDOR CORRIDOR CORRIDOR CORRIDOR STORAGE & MECHANICAL ROOM HALL MEN'S TOILET WOMEN'S TOILET STORAGE STORAGE MECH. RM. IT/ STORAGE MAIN OFFICE PRINCIPAL OFFICE GUIDANCE OFFICE HALL WT MT MECH/ STORAGE CLOSET DARK ROOM BOY'S TOILET 1.1 BOY'S TOILET 1.2 ELEV. GIRL'S TOILET 1.1 GIRL'S TOILET 1.2

VCT-1 VCT-1 VCT-1 VCT-1 VCT-1

BASE

ROOM WALL

WB-1 WB-1 WB-1 WB-1 WB-1

ACT-1 ACT-1 ACT-1

PT-1 PT-1 PT-1 PT-1

CTB-1

CWT-1

CTB-1

CWT-1

CEILING

ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-2 ACT-2 ACT-1 ACT-3 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2

WB-1 PT-1

COMMENTS

NUMBER

2,5 2,5 4

1,2,5 1,2,5 1,2,5 1,2,5 1,2,5

EP-1 ACT-1 ACT-1 ACT-1 EP-1 EP-1

CPT-1 CPT-1 CPT-1 CPT-1 CPT-1

WB-1 WB-1 WB-1 WB-1 WB-1

ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1

PT-1 PT-1 PT-1 PT-1 PT-1

EP-1

ERF-1 ERF-1 VCT-1 ERF-1 ERF-1

ERF-1 ERF-1 WB-1 ERF-1 ERF-1

PT-1/CWT-1 PT-1/CWT-1

ACT-1 ACT-1 ACT-1 ACT-1

4 4

PT-1/CWT-1 PT-1/CWT-1

ACT-1 ACT-1

4 4

A-601

ROOM FINISH SCHEDULE NOTES: 1. SCOPE OF PAINTING TO INCLUDE 1) DOOR FRAMES; 2) ELECTRICAL PANEL COVERS; 3) CABINET HEATERS; 4) WINDOW BULKHEADS; 5) STELL COLUMNS IN GLAZED BLOCK WALLS; 6) EXTERIOR LOUVERS AND GRILLES.

CAREFULLY CUT AND REMOVE EXISTING BRICK FOR REINSTALLATION OF SALVAGED FIRE EXTINGUISHER CABINET.

WALL

CEILING

COMMENTS

ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 VCT-1 VCT-1 VCT-1 VCT-1 EP-1

WB-1 WB-1 WB-1 WB-1

VCT-1 VCT-1 EP-1

WB-1 WB-1

PT-1 PT-1 PT-1 PT-1

1 S. 3rd Street Alpha Building, 7th Fl. Easton, PA 18042 t 610.559.6000 f 610.559.2174 1 1 1 1

usaarchitects.com Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

ACT-1

ACT-1 ACT-1 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1

PT-1

CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1

WB-1 WB-1 WB-1 WB-1 WB-1 WB-1 WB-1 WB-1

PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1

EP-1 EP-1 EP-1 EP-1 ERF-1 ERF-1 ERF-1 ERF-1

ERF-1 ERF-1 ERF-1 ERF-1

PT-1/CWT-1 PT-1/CWT-1 PT-1/CWT-1 PT-1/CWT-1

ACT-1 ACT-1 ACT-1 ACT-1 ACT-1

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

1,2,5 1,2,5 1,2,5 1,2,5 1,2,5

REYNOLDS SOLUTIONS 3300 NORTH THIRD STREET HARRISBURG, PA 17110 t.717.238.5737

4 4 4 4

2. PROVIDE RATED ACT & GRID IN ALL CORRIDORS. 3. ABATE EXISTING VAT, SHOT-BLAST CONCRETE FLOOR PRIOR TO INSTALL OF EPOXY FLOORING. 4. CERAMIC TILE TO BE AT BOTH SIDES OF NEW PARTITIONS & EXISTING PATCHED AREAS.

FINISH NAME

150 150A 150B 153 154 155 158-1 159 161 162 167 170 170-1 171 172 173 174

3. PAINT DOOR FRAMES IN ROOMS WHERE ANY OF THE FOLLOWING ITEMS ARE BEING PAINTED: ELECTRICAL PANEL COVERS, CABINET HEATERS, WINDOW BULKHEADS, STEEL COLUMNS IN GLAZED BLOCK CORRIDOR WALLS, EXTERIOR LOUVERS/GRILLES. 4

BASE

ROOM

2. PATCH SCREW HOLES AT LOCATIONS OF DEMOLISHED WALL AND FLOOR DOORS STOPS THAT ARE NOT BEING REPLACED.

NEW SCHEDULED HM FRAME TO BE FULL CORRIDOR WIDTH AND GROUTED SOLID. PAINT FRAME.

FACULTY WORKROOM FACULTY WORKROOM FACULTY WORKROOM FACULTY WORKROOM FACULTY WORKROOM FACULTY WORKROOM FACULTY WORKROOM SCIENCE LAB SCIENCE LAB SCIENCE LAB SCIENCE LAB MECH. FACULTY WORKROOM CLASSROOM CLASSROOM MECHANICAL EQUIPMENT CONFERENCE STORAGE CORRIDOR CORRIDOR CORRIDOR CORRIDOR CORRIDOR STORAGE STORAGE STORAGE MAIN OFFICE PRINCIPAL OFFICE HALL OFFICE GUIDANCE GUIDANCE GUIDANCE CONFERENCE ROOM WOMEN'S TOILET 1 MEN'S TOILET 1 MECH. MECHANICAL MECHANICAL JANITOR CLOSET BOY'S TOILET 2.1 BOY'S TOILET 2.2 GIRL'S TOILET 2.1 GIRL'S TOILET 2.2

NUMBER

1. ALL FINISHES ARE PROVIDED AS BASIS OF DESGN (B.O.D.). PROVIDE EQUALS AS REQUIRED. REMOVE CEILING TILE AND GRID (+8'-6", VIF) AS REQUIRED. REINSTALL TO MATCH EXISTING. BOTH SIDES OF WALL.

FLOOR

ROOM FINISH SCHEDULE - AREA B

GENERAL NOTES:

NEW REINFORCED PRE-CAST LINTEL AT WIDTH TO ACCOMMODATE NEW DOOR.

NAME

27-0 29-0 31-0 33-0 37-0 38-0 40-0 43 44 45 46 46-0 47-0 50 55 203 204 210 211 211A 211B 211C 211D 212 213 214 220 221 222 223 224 225 226 227 228 229 231 240 241 245 BT2.1 BT2.2 GT2.1 GT2.2

1 1 1 1

FINISH

FLOOR

CORRIDOR CORRIDOR CORRIDOR CORRIDOR CORRIDOR NURSE HEALTH CL. JANITOR CLOSET STORAGE STORAGE JANITOR CLOSET VOCAL VOCAL WOMEN CORRIDOR STORAGE STORAGE

BASE

WALL

CEILING

COMMENTS

ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-1 ACT-1 ACT-1

EP-1 EP-1 EP-1 EP-1

1,2,5 1,2,5 1,2,5 1,2,5 1,2,5

ACT-1 ACT-1 ACT-2 ACT-1 ACT-1

2, 5

5. PAINT ALL EXISTING PLASTER/ GWB WALLS ABOVE LOCKERS IN MAIN CORRIDORS. EXISTING MASONRY WALLS TO REMAIN. PATCH EXISTING TERRAZO FLOORING AS REQUIRED.

FINISH MATERIAL LEGEND

NEW HM FRAME - ELEVATION

TAG

FINISH

MANUFACTURER

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

FLOOR FINISHES

STYLE

COLOR

SIZE

COMMENTS

CROSSVILLE (B.O.D.)

TBD

MOSAIC

CPT-1 CARPET TILE

TANDUS-CENTIVA (B.O.D.)

ELEMENT 04468; PURE GRAY 76001

24X24

ERF

EPOXY RESINOUS FLOORING

KEY RESIN COMPANY (B.O.D.)

EPOXY PAINT ARMSTRONG (B.O.D.)

12X12

CWT-1 CERAMIC WALL TILE

CROSSVILLE (B.O.D.)

MATCH BLOCK

PT-1

PAINT

BENJAMIN MOORE (B.O.D.)

SEE SPECIFICATIONS

PT-2

PAINT

BENJAMIN MOORE (B.O.D.)

SEE SPECIFICATIONS

CT-1

CERAMIC TILE

VCT-1 VINYL COMP. TILE

QUARTER TURN

PROVIDE AS BASE MTL WHERE INDICATED

NEW HM FRAME; GROUTED SOLID. WALL FINISHES

PATCH EXISTING TERRAZO FLOORING AS REQUIRED. PROVIDE 2 UNEQUAL LEAVES PER DOOR SCHEDULE. ADJUST WIDTH OF SMALLER LEAF TO ACCOMMODATE NEW FRAME SIZE.

Signature & License No.

EX8715

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

BASE FINISHES 6"

MIN. CLEARANCE BETWEEN CABINET AND NEW DOOR

CTB-1 CERAMIC TILE BASE

CROSSVILLE (B.O.D.)

MATCH BLOCK

WB-1

ARMSTRONG (B.O.D.)

4" AND 6"

WALL BASE

ALTERATIONS AT

CEILING FINISHES

CAREFULLY CUT AND REMOVE EXISTING BRICK FOR REINSTALLATION OF SALVAGED FIRE EXTINGUISHER CABINET.

VERIFY EXG. CORRIDOR WIDTH

LOG COLLEGE MIDDLE SCHOOL

ACT-1 ACOUSTIC PANEL CEILING

CERTAINTEED CEILINGS (B.O.D.) PERFORMA FINE FISSURED HHF-197

WHITE

24X48

STANDARD

ACT-2 ACOUSTIC PANEL CEILING

CERTAINTEED CEILINGS (B.O.D.) PERFORMA FINE FISSURED PFF-197

WHITE

24X48

RATED (PROTECTONE)

ACT-3 ACOUSTIC PANEL CEILING

CERTAINTEED CEILINGS (B.O.D.) PERFORMA ENRIVOGUARD

WHITE

24X48

WASHABLE

FOR THE

CENTENNIAL SCHOOL DISTRICT

433 CENTENNIAL ROAD, WARMINSTER, BUCKS COUNTY, PENNSYLVANIA 18974

NEW HM FRAME - PLAN SCALE: 3/4" = 1'-0"

NOTES: 1. WINDOW PROFILES ARE SHOWN AS B.O.D. INTERMEDIATE MULLION QUANTITIES AND SPACING MAY CHANGE BASED ON GC AND OWNER REQUIREMENTS. 2. G.C. TO VERIFY ALL EXISTING MASONRY OPENING SIZES FOR EACH NEW WINDOW AS REQUIRED. 3. PROVIDE SHOP ASSEMBLED WINDOW UNITS FOR FIELD INSTALLATION. 4. PROVIDE SILL AND HEAD FLASHINGS. 5. ALL GLAZING TO BE 1", INSULATED. 6. ALL GLAZING TO BE EITHER CLEAR IGU GL1 OR SPANDREL IGU GL2

5'-0 1/4" 3'-7 5/8" 14'-0"

EXG. M.O. VIF

4'-11 5/8"

EXG. M.O. VIF

GWB BULKHEAD AT CEILING

EXG. M.O. VIF

10'-4" GWB BULKHEAD AT CEILING

10'-5 7/8"

FINISH FLOOR LEVEL A

VARIES

GL2

3'-0"

6'-3"

VIF 2'-10"

6'-3"

3'-0"

GL2

GL1

ISSUED FOR CONSTRUCTION

Date

Issue or Revision

Drawing Title

GL2

03-14-2018 No.

7'-0"

EXG. M.O. VIF

GL1

10'-1"

1'-0"

GL2

GL1

EXG. M.O. VIF

GL1

10'-1"

EXG. M.O. VIF

GL1

10'-1"

7'-11 5/8"

EXG. M.O. VIF

GL1

3'-0"

GL1

6'-5 5/8"

EXG. M.O. VIF

GL1

FLR SLOPES

2/28/2018 3:11:00 PM

GL1

4'-11 5/8"

GL1

2'-11 5/8"

EXG. M.O. VIF

12'-0"

EXG M.O. VIF

EXG. M.O. VIF

GL2

EXG M.O. - 21'-4"+/-

GWB BULKHEAD AT CEILING

EXG. M.O. VIF

VIF

GL2

GWB BULKHEAD AT CEILING

7'-0"

EXG M.O. - 8'-0"

2'-6"

CEILING AT 2ND FLOOR CLASSROOMS

2'-0"

EXG. M.O. VIF

WINDOW TYPES & FINISH SCHEDULES LOG COLLEGE MS Scale

USA Project No.

As indicated Drawing Date

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

2017-002 Drawing No.

BUILDING B - SOUTH ENTRANCE

01.08.2018

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

Drawn By

Checked By

Author

Checker

A-601

NEW CONSTRUCTION AT

40 LT. GLENN ZAMORSKI DRIVE

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

FOR

14-22 HIGH STREET ASSOCIATES, LLC

usaarchitects.com Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

40-42 LT. GLENN ZAMORSKI DRIVE, ELIZABETH, NJ 07201

GENERAL NOTES:

ZONING INFORMATION

CODE COMPLIANCE

WARD #

EXISTING

ZONE: (40 LT. GLENN ZAMORSKI DR.)

'R-3A' - FOUR FAMILY RESIDENTIAL ZONE

ZONE: (42 LT. GLENN ZAMORSKI DR.) PRINCIPLE USE GROUP: (40 LT. GLENN ZAMORSKI DR.)

PROPOSED

YES NO REMARKS

YES NO

REMARKS

TS-1

TITLE SHEET

ARCHITECTURAL

'R-2' - TWO FAMILY RESIDENTIAL

RESIDENTIAL

TWO FAMILY RESIDENTIAL N/A

SITE AREA: (40 LT. GLENN ZAMORSKI DR.)

5,000 SF

SITE AREA: (42 LT. GLENN ZAMORSKI DR.)

N/A

BLDG. FLOOR AREA: (40 LT. GLENN ZAMORSKI DR.)

N/A

BLDG. FLOOR AREA: (42 LT. GLENN ZAMORSKI DR.)

N/A

A-1 A-2 A-3 A-4

TWO FAMILY RESIDENTIAL 2,500 SF 2,500 SF 1,173 SF

CIVIL DETAILS AND FOUNDATION PLAN FLOOR PLANS AND PARTITION TYPES ELEVATIONS DETAILS, RISER DIAGRAM, AND WALL SECTION

1,173 SF

BUILDING CODE + INFORMATION SUMMARY: 100'

100.0'

B) LOT WIDTH:

25'

C) LOT FRONTAGE:

25'

ALL WORK SHALL COMPLY WITH ALL GOVERNING CODES, REGULATIONS AND ORDINANCES, ETC. COMPLIANCE WITH THE FOLLOWING STANDARDS (MOST RECENT VERSION) IS REQUIRED:

100'

B) LOT WIDTH:

25'

C) LOT FRONTAGE:

25'

YARD DIMENSIONS (40 LT. GLENN ZAMORSKI DR.)

N/A

20'

REAR YARD: 60' (PREVAILING)

N/A

75'

LEFT SIDE: 12% WIDTH, NOT LESS THAN 3'-1"

N/A

RIGHT SIDE: 12% WIDTH, NOT LESS THAN 3'-1"

N/A

4'-1"

3. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE BUILDING CODES & REGULATIONS AND FOR OBTAINING ALL NECESSARY AND REQUIRED INSPECTIONS, APPROVALS AND PERMITS, NECESSARY TO PERFORM ALL WORK AND SERVICES HEREIN NOTED OR INDICATED ON THE DRAWINGS.

23. WATER RESISTANT GYPSUM BACKER BOARD SHALL BE USED IN TOILET ROOMS.

R-5 (DETACHED TWO FAMILY DWELLING)

CONSTRUCTION TYPE:

V-A (COMBUSTIBLE)

SPRINKLERED:

YES

BUILDING AREA:

GROUND FLOOR:

1,173 SF (GARAGE - 403 SF)

FIRST FLOOR:

1,241 SF

VARIANCE (GRANTED 11/2/06) VARIANCE (GRANTED 11/2/06) VARIANCE (GRANTED 11/2/06)

SECOND FLOOR:

1,241 SF

TOTAL:

3,655 SF

(NFPA 13D)

2. PROTECT AT ALL TIMES ADJACENT PROPERTIES AND PUBLIC RIGHT-OF-WAYS FROM DAMAGE, DUST AND DEBRIS. PROVIDE FOR THE SAFETY OF PEDESTRIANS AT ALL TIMES. 3. ALL UNDERGROUND PIPING TO BE REMOVED SHALL BE CAPPED AT THE PROPERTY LINE. 4. THE USE OF EXPLOSIVES IS PROHIBITED WITHOUT THE REQUIRED LOCAL AND STATE PERMITS.

7. ALL CONSTRUCTION DEBRIS AND REFUSE SHALL BE DISPOSED OF OFF-SITE IN AN APPROPRIATE MANNER.

9. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER SHALL BE NOTIFIED IMMEDIATELY.

8. ACCOMPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE UNAUTHORIZED ENTRY OF PERSONS AT ANY TIME.

10. ALL STUD WALLS ARE DIMENSIONED AT 5" UNLESS NOTED OTHERWISE.

MAXIMUM HEIGHT:

3 STORIES

BUILDING VOLUME:

38,350 CU FT

33'-3" HEIGHT

9. REMOVE FROM THE DESIGNATED SITE, AT THE EARLIEST POSSIBLE TIME, ALL DEBRIS, RUBBISH, SALVAGEABLE ITEMS, HAZARDOUS AND COMBUSTIBLE SERVICES. REMOVAL OF HAZARDOUS AND COMBUSTIBLE MATERIAL SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROCEDURES AS AUTHORIZED BY THE FIRE DEPARTMENT OR OTHER APPROPRIATE REGULATORY AGENCIES AND AUTHORITIES.

11. ASSUME MINIMUM FIBER STRESS 1200 PSI FOR ALL STRUCTURAL BEAMS AND HEADERS UNLESS OTHERWISE NOTED.

13. INDIVIDUAL AIR CONDITIONING UNITS MUST HAVE ADEQUATE RETURN AIR.

FIRE SEPARATION: N/A

20'

REAR YARD: 60' (PREVAILING)

N/A

75'

LEFT SIDE: 12% WIDTH, NOT LESS THAN 3'-1"

N/A

RIGHT SIDE: 12% WIDTH, NOT LESS THAN 3'-1"

N/A

4'-1"

B) BUILDING PROJECTIONS (ALL LOTS) C) ACCESSORY STRUCTURE USE (ALL LOTS)

N/A

D) OPEN SPACE (40 LT. GLENN ZAMORSKI DR.) 200 SQ FT PER UNIT REQUIRED

N/A

28.5' * 25' = 712 SQ FT

D) OPEN SPACE (42 LT. GLENN ZAMORSKI DR.) 200 SQ FT PER UNIT REQUIRED

N/A

DESIGN LOADS:

EXTERIOR WALLS: (LESS THAN 3FT)

1 HOUR

INTERIOR BEARING PARTITIONS: INTERIOR NONBEARING PARTITIONS: GARAGE SEPARATION: FLOOR CONSTRUCTION:

1 HR O HR 1 HR 1 HR

ROOF CONSTRUCTION:

1 HR

ATTIC: NO STORAGE

ATTIC: W/ STORAGE

LL: 10#/SF

LL: 20#/SF

DL: 10#/SF

TL: 20#/SF

TL: 30#/SF

ROOF:

BEDROOMS:

LL: 25#/SF

LL: 30#/SF

DL: 10#/SF

TL: 35#/SF

TL: 40#/SF

OTHER ROOMS:

GARAGE:

LL: 40#/SF

LL: 50#/SF

DL: 10#/SF

TL: 50#/SF

TL: 60#/SF

14. ALL INTERIOR TOILET ROOMS SHALL BE MECHANICALLY VENTED THROUGH NON-COMBUSTIBLE DUCTS (TO THE EXTERIOR) TO PROVIDE AIR CHANGE EVERY 12 MINUTES (UNDERCUT DOOR 1") - NOTE: NOT REQUIRED WITH OPERABLE WINDOW.

10. USE WATERING, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS, AS NECESSARY TO LIMIT THE AMOUNT OF DUST AND DIRT RISING AND SCATTERING IN THE AIR. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. RETURN ALL ADJACENT AREAS TO THE CONDITIONS EXISTING PRIOR TO THE START OF WORK. 11. IN ACCORDANCE WITH THE STATE LAW, THE CONTRACTOR SHALL BE REQUIRED TO CALL THE BOARD OF PUBLIC ONE CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT IN ADVANCE OF ANY EXCAVATION.

15. REMOVE RUBBISH FROM PREMISES AS OFTEN AS NECESSARY OR DIRECTED. 16. ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING SAME OVER TO OWNER. 17. CAULKING, SEALANT AND EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALL AND FOUNDATION, BETWEEN WALL PANELS AT PENETRATIONS, OR UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS, AND ALL OTHER OPENINGS IN THE EXTERIOR ENVELOPE SHALL BE SEALED WITH AN APPROVED MANNER.

12. ALL TRENCHES SHALL BE BACKFILLED WITHOUT DELAY, OPEN TRENCHES ARE TO BE KEPT TO A MINIMUM. 13. THE BUILDING(S) SHALL BE RAZED PRIOR TO THE CONSTRUCTION OF THE NEW BUILDING. 14. CONTRACTOR TO COORDINATE WITH RELEVANT UTILITY COMPANIES REGARDING DEMOLITION. 15. ALL STORM OUTFALLS AND PIPES WHICH ARE TO REMAIN ON SITE SHALL BE CLEARED OF ANY DEBRIS, POWER WASHED AND MAINTAINED DURING AND AFTER CONSTRUCTION OF THE PROJECT.

18. FIRE STOP ALL STUD WALLS AT 8'-0" VERTICALLY (OR AT EACH FLOOR).

16. ALL EXCESS SOIL MATERIAL SHALL BE REMOVED FROM THE SITE IN ACCORDANCE WITH LOCAL AND STATE AUTHORITIES.

28.5 * 25' = 712 SQ FT

PRINCIPAL BUILDING REGULATIONS (40 LT. GLENN ZAMORSKI DR.) A) HEIGHT LIMITATIONS C-5 SAME AS R-1 SINGLE FAMILY RESIDENTIAL (3 ST/35 FT)

VARIANCE (GRANTED 11/2/06) VARIANCE (GRANTED 11/2/06)

2'-0"

N/A

5. THE LOCATION OF ALL UNDERGROUND UTILITIES ARE SHOWN FOR REFERENCE PURPOSES ONLY AND ARE TO BE FIELD VERIFIED PRIOR TO ANY CONSTRUCTION ACTIVITIES. ANY DISCREPANCIES BETWEEN PLAN AND FIELD INFORMATION ARE TO REPORTED IMMEDIATELY TO THE OWNER. 6. THE DISRUPTION OF EXISTING UTILITY SERVICES SHALL BE AVOIDED TO THE GREATEST EXTENT POSSIBLE. ANY REQUIRED DISRUPTION OF SERVICE SHALL BE COORDINATED IN ADVANCE WITH THE RESPECTIVE AUTHORITY AND AFFECTED USERS SHALL BE ADEQUATELY NOTIFIED.

8. ANY ERRORS, OMISSIONS OR INCONSISTENCIES ON THESE DRAWINGS OR ANY VARIATIONS OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/ OR REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER IN WRITING AND RESOLVED AND DOCUMENTED IN WRITING BEFORE CONTINUING WITH THE WORK IN QUESTION.

YARD DIMENSIONS (42 LT. GLENN ZAMORSKI DR.)

FRONT YARD: 20' MINIMUM

24. THERMOSTATS USED FOR HEATING AND COOLING SHALL BE CAPABLE OF BEING SET FROM 55 DEGREES F TO 85 DEGREES F AND SHALL BE CAPABLE OF OPERATING THE SYSTEM'S HEATING AND COOLING SEQUENCE.

1. WORK TO BE IN ACCORDANCE WITH ALL LOCAL AND STATE RULES AND REGULATIONS AND THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).

12. SMOKE DETECTORS TO BE AC POWERED AND UL APPROVED W/ BATTERY BACK UP. SETBACKS

22. CABINET SUPPLIER TO FIELD MEASURE AREA OF WORK AFTER ROUGH FRAMING TO ASSURE AN EXACT FIT.

SITE DEMOLITION NOTES:

7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED FOR SAFE EXECUTION AND COMPLETION OF WORK AND FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.

USE GROUP(S):

SETBACKS FRONT YARD: 20' MINIMUM

21. ALL HVAC EQUIPMENT SHALL COMPLY WITH ALL APPLICABLE STATE, NATIONAL, AND LOCAL CODES.

6. ALL MANUFACTURED MATERIALS, COMPONENTS, FASTENERS, ASSEMBLIES, ETC. SHALL BE HANDLED AND INSTALLED IN ACCORDANCE WITH MANUFACTURES INSTRUCTIONS AND RECOMMENDATIONS. WHERE SPECIFIC MANUFACTURED PRODUCTS ARE CALLED FOR, THE CONTRACTOR MUST NOTIFY THE OWNER OF ANY SUBSTITUTIONS BEFORE THEY ARE MADE.

17.36.100 - LOT DIMENSIONS (42 LT. GLENN ZAMORSKI DR.) 100'

2. ALL WORK/ CONSTRUCTION SHALL BE DONE IN STRICT ACCORDANCE WITH ALL FEDERAL, STATE & LOCAL CODES, ORDINANCES, RULES & REGULATIONS. WHERE SUCH CODES, RULES & REGULATIONS ARE AT VARIANCE WITH THE PLANS & NOTES: SAID CODES, RULES & REGULATIONS, ETC. SHALL TAKE PRECEDENCE OVER THE PLANS & NOTES.

5. UNLESS SHOWN ON THESE DRAWINGS, ALL MECHANICAL WORK, SUCH AS, BUT NOT LIMITED TO ELECTRICAL, PLUMBING, HEATING, AIR CONDITIONING, VENTILATING, SITE WORK ETC., ARE TO BE ESTABLISHED AND DESIGNED BY OTHERS THAN ARCHITECT.

INTERNATIONAL RESIDENTIAL CODE 2015

A) LOT DEPTH:

20. ALL FRAMING TO BE IN CONFORMANCE WITH THE NATIONAL FOREST PRODUCTS 'MANUAL FOR HOUSE FRAMING' AND THE LATEST EDITION OF THE MOST CURRENT BUILDING CODE.

4. THESE DRAWINGS DO NOT CONTAIN COMPLETE SPECIFICATIONS, DETAILS, AND INFORMATION REQUIRED FOR THE INTERIOR FINISHES OF THE PROJECT. ADDITIONAL INFORMATION SHALL BE OBTAINED FROM THE OWNER.

17.36.100 - LOT DIMENSIONS (40 LT. GLENN ZAMORSKI DR.) A) LOT DEPTH:

19. DRYWALL INSTALLATION SHALL BE IN CONFORMANCE WITH THE GYPSUM ASSOCIATION'S RECOMMENDED PRACTICES FOR THICKNESS, NAILING AND TAPING CORRECT STUD SPACING.

1. THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY. SURVEY THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE OF WORK.

'R-2' - TWO FAMILY RESIDENTIAL N/A

PRINCIPLE USE GROUP: (42 LT. GLENN ZAMORSKI DR.)

DRAWING LIST

CODE COMPLIANCE

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

N/A

3 ST/33FT

N/A

3 ST/33FT

LT. GLENN ZAMORSKI DR.

PRINCIPAL BUILDING REGULATIONS (42 LT. GLENN ZAMORSKI DR.)

NUMBER OF PARKING SPACES REQUIRED (ALL LOTS) NJRSIS PARKING: 2-BR UNIT @ 2 EACH

N/A

4 PARKING SPACES

PROPOSED WATER SERVICE CONNECTION BY LIBERTY WATER CO. - TYP.

PROPOSED GAS SERVICE CONNECTION BY NUI ELIZABETHTOWN GAS - TYP.

20'-0" 2"

A) HEIGHT LIMITATIONS R-3A SAME AS R-1 SINGLE FAMILY RESIDENTIAL (3 ST/35 FT)

PROPOSED SAN. SEWER CONNECTION

AI16116

Signature & License No.

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

DECIDUOUS SHADE TREE - TYP.

NEW CONSTRUCTION

ELECTRIC FROM NEAREST POLE TO NEW TRANSORM - TO BE COORDINATED WITH UTILITY COMPANY - TYP.

BITUMINOUS DRIVEWAY - TYP.

CONCRETE APRON - TYP.

40 LT. GLENN ZAMORSKI DRIVE FIRST FLOOR ABOVE

BLDG. OVERHAND (6'-0") - TYP. 75'-0" 7"

14-22 HIGH STREET ASSOCIATES, LLC 40-42 LT. GLENN ZAMORSKI DRIVE, ELIZABETH, NJ 07201

5" 55'-0"

TWO PARKING SPACES IN GARAGE - TYP.

FOR

BLDF. OVERHANG (3'-0") - TYP.

PROJECT LOCATION: 40-42 LT. GLENN ZAMORSKI DRIVE ELIZABETH, NJ 07201

9" 100'-0"

PROJECT LOCATION: 40-42 LT. GLENN ZAMORSKI DRIVE ELIZABETH, NJ 07201

0" 3'-0" 0" 4'-1"

FIRST FLOOR ABOVE

0" 4'-1"

3" 25'-0"

0" 3'-0"

RESIDENTIAL UNIT #1 REFER TO A-2

03.31.17

ISSUED FOR PERMIT

No.

Date

Issue or Revision

Drawing Title

8/17/2017 10:17:45 AM

TITLE SHEET 25'-0" 2"

ZONING MAP SCALE: N.T.S.

LOCATION MAP SCALE: N.T.S.

PROPOSED SITE PLAN SCALE: N.T.S.

25'-0" 2"

Scale

USA Project No.

As indicated TYPE

BOTANICAL NAME

COMMON NAME

INSTALLED SIZE

MATURE SIZE

Drawing Date

DECIDUOUS

CORNUS FLORIDA

FLOWERING DOGWOOD

6'-8"

15' - 25' HEIGHT 20' - 30' SPREAD

03.31.17

2016-063 Drawing No.

Drawn By

Checked By

JS/DH

APA

TS-1

MECH JOINT (TYP.) WATER MAIN CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS OR OTHER POINTS OF PIPE DIRECTION CHANGE

O.D.

VALVE BOX COVER MARKED WATER

DEPTH VARIES

TELESCOPIC ADJUSTABLE VALVE A

WATER MAIN MAY BE DUCTILE IRON CEMENT LINED PIPE ALL JOINTS SHALL BE MECHANICAL JOINT OR PUSH-ON AND ALL FITTINGS SHALL BE MECHANICAL JOINT CAST IRON

ANGLE

"D" EQUALS

"R" EQUALS

"L"* EQUALS

45° 22 1/2° 11 1/4 °

Tx1.414 Tx2.613 Tx5.126

Tx1.000 Tx2.414 Tx5.027

D-2A D-2A D-2A

OFFSETS MAY BE SUBTITUTED FOR A OR T UP TO 24" IF APPROVED BY THE ENGINEER.

CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS OR OTHER POINTS OF PIPE DIRECTION CHANGE.

SIDEWALK ROAD WAY

CONTRACTOR SHALL PROVIDE

TIE RODS SHALL BE UTILIZED TO RESTRAIN PIPE JOINTS. DETAILS OF THE TIE ROD ASSEMBLY SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. TIE RODS SHALL BE SUFFICIENT TO RESTRAIN THE THRUST DEVELOPED AT 100 P.S.I. WORKING PRESSURE.

LOOPING WATER MAIN

SCALE: N.T.S.

PVC SCHEDULE 40 PIPE OR APPROVED EQUAL. SEE PLAN FOR PIPE SIZE.

WATER MAIN PIPE

NOTES:

SIZE AND BEARING FOR THRUST BLOCK SHALL CONFORM TO CURRENT A.W.W.A. STANDARDS, OR SHALL BE DESIGNATED ON THE PLANS.

WHERE PIPE INVERTS ARE IN ROCK, EXCAVATE 6" BELOW INVERT OF PIPE AND FILL WITH 3/4" CRUSHED STONE.

WHERE PIPE INVERTS ARE IN SOFT ORGANIC SOIL AT LEAST 2 FEET OF CRUSHED STONE SHALL BE USED FOR BEDDING, UNDERLAIN BY A LAYER OF FILTER FABRIC SUCH AS MIRAFI OR EQUIVALENT AS DIRECTED BY THE ENGINEER.

WHERE PIPE INVERTS ARE IN FILL CONDITION, SAID FILL IS TO BE CONTROLLED COMPACTED FILL. WHERE PIPES ARE WITHIN CITY ROADS, SEE CITY ROAD PAVEMENT REPAIR DETAIL.

ALL CONNECTIONS TO BE MECHANICAL JOINT, OR LOCK RING TYPE JOINTS, AS SPECIFIED.

GATE VALVE ASSEMBLY

SCALE: N.T.S.

NOTES: 1. RISER CONNECTION AND COVER SHALL BE LOCATED WITHIN THE CITY RIGHT-OF-WAY. 2. ALL COUPLINGS, PLUGS, PIPES, AND CAPS TO BE STANDARD FOR THE TYPE OF PIPE USED. INSTALLATION ARE TO BE WATERTIGHT.

4. HOUSE CONNECTIONS ARE TO BE SIZE AS SHOWN (P.V.C. SHALL NOT BE USED WITH LESS THAN 3' OF COVER.

SLEEVE TO JOIN PVC

1/8 BEND 45° WYE

WATER MAIN BEDDING

SANITARY SEWER MAIN

5. SLOPE OF 1/4" PER FOOT MINIMUM REQUIREMENT FOR SEWER LATERAL PIPE.

PLUG OR PIPE CONNECTION

usaarchitects.com

6. REFER TO CITY OF ELIZABETH DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR ROAD EXCAVATION AND RESTORATION OVER UTILITY TRENCHES FOR THE BACKFILL, BEDDING, TRENCH AND SURFACE RESTORATION REQUIREMENTS.

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

45°

3/4" CLEAN STONE

SCALE: N.T.S.

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

3. CLEANOUTS ARE REQUIRED AS PER PLUMBING CODE.

4' (MIN)

SEWER LATER PIPE

CONCRETE FOR THE THRUST BLOCKS TO BE N.J.D.O.T., CLASS "C".

1/2" GAP

3" LONG PVC SCH 40 UNDISTURBED EARTH

NOTES 1.

SURFA CE

RISER COVER, SCREW TYPE BRASS PLUG FLUSH WITH FINISHED SURFACE

4" PVC SCH 40 RISER CONNECTION

6" CRUSHED STONE BEDDING

POURED CONCRETE THRUST BLOCK SIZE TO BE SPECIFIED (SEE DETAIL FOR SCHEDULE)

CURB

APPROVED BACKFILL

MECH. JOINT (TYP.)

BEARING ON UNDISTURBED GROUND

MINIMUM CLEARANCE BETWEEN OBSTRUCTING PIPE AND WATER MAIN SHALL BE 18" MINIMUM. CLEARANCE BETWEEN WATER MAIN AND OTHER OBSTRUCTIONS SHALL BE 6".

D.I.P.

WATER MAIN AND TEE

* CUT THE PIPE SOMEWHAT SHORTER THAN THEORETICAL TO ALLOW FOR SOME SLIGHT CLEARANCE IN THE JOINTS.

GATE VALVE

MECHANICAL JOINTS

WATER MAIN MAY BE LOOPED ABOVE OBSTRUCTION, IF 3' MINIMUM COVER IS MAINTAINED ABOVE WATER MAIN.

O.D. + 12"

NOTES: 1.

BOX, MULLER HO360 OR APPROVED EQUAL C.I. VALVE BOX

PROPERTY LINE\ R.O.W.

PAVEMENT 45° MAX.

POURED CONCRETE THRUST BLOCK, SIZE TO BE SPECIFIED, SEE TABLE THIS SHEET

4'-0" MIN

SEE NOTE 5

D.I.P

CLEANOUT & SEWER CONNECTION SCALE: N.T.S.

FINISHED GRADE PIPE EMBEDMENT ZONE WIDTH

SANITARY SEWER GENERAL NOTES

"A" 1.1 1.9 3.0 4.3 7.7 12.0 17.2

d " "A

"A" 2.0 3.6 5.5 8.0 14.2 22.3 32.0

"A "

"A"

1.4 2.7 4.2 5.7 10.0 15.7 22.7

PIPE EMBEDMENT ZONE

12"

MIN.

1/4 PIPE O.D.

HAUNCHING

3/4" STONE

UNDISTURBED EARTH

THE CONTRACTOR SHALL NOTIFY ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION TO INSURE THAT THEIR FACILITIES WILL NOT DETER THE COURSE OF CONSTRUCTION.

THE OWNER WILL SECURE ALL NECESSARY PERMITS FROM THE MUNICIPAL, COUNTY OR STATE AGENCIES PRIOR TO THE START OF CONSTRUCTION.

ALL WORK SHALL CONFORM TO THE ABOVE MENTIONED PERMITS INCLUDING BACKFILL, PAVEMENT REPAIR AND CONSTRUCTION PROCEDURES.

ALL CONCRETE AS NOTED IN APPURTENANT DESIGNS SHALL BE 3,000 PSI, UNLESS OTHERWISE NOTED.

ALL LATERAL LOCATIONS SHALL BE VERIFIED IN THE FIELD.

ALL SANITARY SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE CONTRACT DOCUMENTS AND CONSTRUCTION DETAILS.

11'-2"

" "A

"A"

THE DESIGNS HEREIN RENDERED ARE INTENDED TO COMPLY WITH THE NJDEP. IN CASE OF UNINTENTIONAL DEVIATION AND/OR OMISSIONS, THE NJDEP REGULATIONS WILL CONTROL.

COORDINATE ALL FOOTINGS WITH WALLS ABOVE - TYP.

HAUNCH AND BEDDING COURSE SAND AND GRAVEL (NJDOT I-2) OR 3/4" CLEAN STONE.

8. HYDROHAMMERS ARE NOT TO BE USED 3' OR LESS FROM TOP OF PIPE. USE 3/4" CLEAN STONE TO

TOP OF BELL WHEN SELECT BACKFILL IS NOT USED.

PIPE EMBEDMENT ZONE WIDTH SCHEDULE FOR PVC SEWER PIPE

"A" - CONTACT BEARING AREA OF BLOCK WITH EARTH, IN SQUARE FEET NOTES: 1. BEARING AREAS ARE BASED ON UNDISTURBED SOIL WITH A BEARING CAPACITY OF 4000LBS. PER SQ. FT. FOR A LESSER SOIL BEARING CAPACITY, THESE AREAS SHALL BE INCREASED ACCORDINGLY.

INSIDE DIA. OF PIPE (D) EMBEDMENT ZONE WIDTH (W)

2. ALL CONCRETE THRUST BLOCKS SHALL BE CLASS B. 3. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED EARTH.

10.

4", 6", 8", 10", 12"

16"

18"

21"

24"

27"

30"

3'- 6"

3'- 9"

4'- 0"

4'- 3"

4'- 6"

5'- 0"

5'- 3"

ANY ADJUSTMENTS OR REPAIRS TO EXISTING SANITARY FACILITIES DAMAGED AS A RESULT OF THE CONTRACTORS OPERATIONS SHALL BE MADE AT THE CONTRACTORS EXPENSE AND SHALL BE SUBJECT TO REVIEW, INSPECTION, APPROVAL AND ACCEPTANCE BY THE AUTHORITY ENGINEER.

30" X 30" CONCRETE FOOTING WITH (4) #4 BARS E.W.

WHEN CORING A NEW CONNECTION TO EXISTING AUTHORITY MANHOLE, CORE SHALL BE MADE AT LEAST SIX (6) INCHES FROM MANHOLE BARREL JOINTS. SANITARY SEWER LINES SHALL BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY OR THE PIPES SHALL BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE WATER MAIN. WHERE APPROPRIATE SEPARATION FROM THE WATER MAIN IS NOT POSSIBLE, THE SEWER SHALL BE ENCASED IN CONCRETE OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR AWAY FROM THE WATER LINE AS POSSIBLE.

5'-10"

45°

PLUG d

90° d

TEE

BEDDING

TYP.

TOP OF BELL

6" MIN.

22 1/2°

"A" 0.5 1.0 1.5 2.2 4.5 6.1 8.8

6" 8" 10" 12" 16" 20" 24"

90° ELBOW

UNDISTURBED SURFACE

BEDDING

DIAMETER OF PIPE ( d )

45° ELBOW

PIPE EMBEDMENT

SELECT BACKFILL MATERIAL AS APPROVED BY ENGINEER

22 1/2° ELBOW

18'-11"

VARIES

(SEE SCHEDULE)

5'-2"

THRUST BLOCKS

SCALE: N.T.S.

PIPE BEDDING

SCALE: N.T.S.

SANITARY SEWER NOTES SCALE: N.T.S.

TRENCH EXCAVATION AND BACKFILL NOTES

A-1

SURFACE ZONE: ALL ALL TRENCH BACKFILL ZONE: PIPE EMBEDMENT ZONE: THE MINIMUM COMPACTION IN EMBANKMENTS SHALL BE 90%. 2.

STORM SEWER PIPE AND/OR WATER MAIN

95% 90% 95%

3000 PSI CONCRETE

SANITARY SEWER PIPE, STORM SEWER PIPE OR WATER MAIN

6" D

0.5' MINIMUM & VARIES

SUITABLE MATERIAL FROM EXCAVATIONS SHALL BE FREE FROM OBJECTIONABLE QUANTITIES

6" NOTE:

BACKFILL TO BE MECHANICALLY COMPACTED IN TWELVE INCH LIFTS TO THE SATISFACTION OF THE ENGINEER.

THE CONTRACTOR MUST COMPLY WITH ALL STATE AND FEDERAL CONFINED SPACE RULES, AND ALL APPLICABLE O.S.H.A. REQUIREMENTS.

FIRE STOP @ 8'-0" AFF

5/8" SHEETROCK BRAND GYPSUM PANELS - 2X4 16" O.C.

NOTE:

SANITARY SEWER

ROCK AND OTHER MATERIALS CONSIDERED DELETERIOUS BY THE AUTHORITY AND SHALL NOT HAVE FINES IN EXCESS OF 10 PERCENT PASSING THE NO. 200 SIEVE NOR STONE OR GRAVEL LARGER THAN 2 INCHES.

FIRE STOP @ 8'-0" AFF

CONCRETE CRADLE TO BE USED WHEN THE STORM SEWER PIPE OR WATER MAIN CROSSES OVER THE SANITARY SEWER PIPE AND THE VERTICAL CLEARANCE IS 18" OR LESS.

SCALE: 12" = 1'-0"

CONCRETE CRADLE

SCALE: N.T.S.

A-4

CONCRETE PIPE ENCASEMENT TO BE USED WHEN VERTICAL CLEARANCE BETWEEN WATER MAIN AND THE SEWER PIPE IS 18" OR LESS OR WHEN HORIZONTAL CLEARANCE AT SAME ELEVATION IS LESS THAN 10'.

DEPRESS SLAB -4" PITCH 1/8" PER FT.

5/8" SHEETROCK BRAND GYPSUM PANELS - 2X6 16" O.C.

AI16116

Signature & License No.

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

NEW CONSTRUCTION

THE SANITARY SEWER SHALL BE ENCASED IN CONCRETE FOR AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER MAIN AS POSSIBLE.

30" X 30" CONCRETE FOOTING WITH (4) #4 BARS E.W.

BASE TRIM FLOOR

EXCAVATION & BACKFILL NOTES

TYP.

3000 PSI CONCRETE

SPECIFIED PIPE SHALL BE REPLACED WITH PIPE OF GREATER CRUSHING STRENGTH OR BOTH, TO ACHIEVE SUITABLE OF ORGANIC MATTER, CLAYS, CONDITIONS. TREES, STUMPS, FROZEN MATERIAL, RUBBLE, REFUSE, CINDERS, 3.

CEILING

6"D

SEE CONCRETE ENCASEMENT DETAIL

SHALL BE INSTALLED IN A HIGHER CLASS BEDDING THAN SHOWN ON THE DRAWINGS OR THE THE PIPE EMBEDMENT ZONE WIDTH AND THE MAXIMUM TRENCH WIDTH SHALL NOT EXCEED THE PERMISSABLE WIDTHS SHOWN. IF THE PERMISSABLE WIDTH IS EXCEEDED, THE PIPE

CEILING

65'-0" 65'-11"

THE MAXIMUM DRY DENSITIES SHALL BE DETERMINED IN ACCORDANCE WITH ASTM DESIGNATION D1557. THE MINIMUM PERCENTAGE OF COMPACTION TO BE ACHIEVED BY THE CONTRACTOR IN THE VARIOUS ZONES IS AS FOLLOWS: INITIAL PIPE MATERIAL LOCATION COMPACTION

55'-0" 54'-11"

UNEXCAVATED 1.

TYP.

FLOOR

40 LT. GLENN ZAMORSKI DRIVE

6'-2"

FOR

14-22 HIGH STREET ASSOCIATES, LLC

CONCRETE ENCASEMENT SCALE: N.T.S.

INTERIOR WALL - TYPE A

PLUMBING WALL - TYPE B

40-42 LT. GLENN ZAMORSKI DRIVE, ELIZABETH, NJ 07201

COORDINATE ALL FOOTINGS WITH WALLS ABOVE - TYP. FOUNDATIONS:

CEILING

BOTTOMS OF ALL FOOTINGS ARE 3'-6" BELOW EXISTING GRADE UNLESS OTHERWISE NOTED. TOPS OF FOOTINGS ARE AT SAME ELEVATION AT JUNCTIONS OF WALL FOOTING AND COLUMN FOOTING. WALL FOOTING REINFORCEMENT TO RUN CONTINUOUS THROUGH COLUMN FOOTING. BOTTOM OF FOOTING OF HIGHER FOOTING TO SLOPE TO BOTTOM OF LOWER FOOTING AT SLOPE OF 1 VERTICAL TO 2 HORIZONTAL.

FIRE STOP @ 8'-0" AFF

BUILDER SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATION FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH ITEMS ARE FOUND, CONTRACTOR SHALL REMOVE SAID ITEMS IN A SAFE AND PROPER MANNER AND PREPARE THE SITE FOR ALL NEW WORK. WHERE REQUIRED FILL BENEATH THE BUILDING SHALL CONSIST OF CLEAN, INERT, WELL-GRADED GRANULAR FILL PLACED IN MAXIMUM 8 INCH LAYERS (LOOSE THICKNESS). FILL BENEATH FOOTINGS TO BE COMPACTED TO 98% OF THE MAXIMUM STANDARD DRY DENSITY (ASTM D-698). FILL UNDER SLAB TO BE COMPACTED TO 95% OF THE SAME STRENGTH. PLACEMENT AND COMP ACTION OF FILL TO BE SUPERVISED AND APPROVED IN WRITING BY A REGISTERED SOILS ENGINEER.

(2) #4 BAR

WHERE FILLING IS NECESSARY TO MEET THE REQUIRED SLAB ELEVATIONS. PROVIDE GRANULAR FILL COMPACTED TO A MIN. COMPACTED DENSITY OF 95%. INSTALL PERIMETER PERFORATED PIPE DRAINS AROUND BUILDING FOUNDATIONS AND COVER PIPE WITH 12 INCHES OF GRAVEL ALL AROUND. COORDINATE IF REQUIRED W/ OWNER.

CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF ALL TEMPORARY EMBANKMENTS AND EXCAVATIONS.

CUT MISCELLANEOUS OPENINGS IN WALLS AND PARTITIONS FOR MECHANICAL AND ELECTRICAL TRADES. AS REQUIRED BY THE WORK OF SAID TRADES AND AS REQUIRED BY JOB CONDITIONS.

03.31.17

ISSUED FOR PERMIT

No.

Date

Issue or Revision

BASE TRIM

FLOOR

FLOOR 12'-3"

CIVIL DETAILS AND FOUNDATION PLAN

6'-8"

8/17/2017 10:17:37 AM

Drawing Title 4"

CONTRACTOR SHALL ANALYZE SOILS FOR CONSTRUCTION PURPOSES AND SHALL NOTIFY THE OWNER IMMEDIATELY AS TO ANY UNFORESEEN CONDITIONS.

DEPRESS SLAB -4"

EXTERIOR FINISH OVER TYVEK MOISTURE BARRIER OVER 5/8" TYPE X GYPSUM WALL BOARD OVER 1/2" THICK CDX PLYWOOD OVER 2X4 WOOD STUDS AT 16" O.C. WITH FIBERGLASS BATT INSULATION / VAPOR BARRIER AND 5/8" TYPE X GYPSUM WALL BOARD.

5/8" TYPE X SHEETROCK BRAND PAPER-FACED GYPSUM PANELS BOTH SIDES, FIRE CODE CORE 2X4 16" O.C. - PANELS FASTENED 7" O.C. WITH 17/8" FASTENERS - UL DES U305; STC 50.

P.T. 2" X 4" SILL

1'-8"

FIRE STOP @ 8'-0" AFF

4" CONCRETE SLAB 5.

3'-8"

CEILING

4'-4"

FOOTINGS ARE DESIGNED TO BEAR ON SOIL HAVING A MINIMUM SAFE BEARING VALUE OF 2000 PSF. PRIOR TO CONSTRUCTION, SOIL BEARING VALUE SHALL BE CERTIFIED TO THE OWNER BY LETTER. CLEAN ALL POTHOLES AND FILL WITH 3500 PSI CONCRETE FORM SIDES OF FOOTING WITH WOOD WHERE REQUIRED.

6'-8"

10.

BACK FILL SHALL CONSIST OF NON-EXPANSIVE, FREE-DRAINING, PREDOMINANTLY GRANULAR MATERIAL, FREE OF DEBRIS AND ORGANIC MATERIAL.

INTERIOR WALL - TYPE C 1 HR. UL#U305

1'-0"

EXTERIOR WALL - TYPE D 1 HR. UL#U309 Scale

THICKENED SLAB DETAIL SCALE: 1" = 1'-0"

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

USA Project No.

As indicated

FOUNDATION PLAN

Drawing Date

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

03.31.17

2016-063 Drawing No.

Drawn By

Checked By

DAH

APA

A-1

AT 3'-0" CANTILEVER PROVIDE TJI JOIST REINFORCEMENT IN ACCORDANCE WITH MANUFACTURER - TYP.

2 A-3

1 1/4" TIMBERSTRAND LSL CLOSURE - TYP.

18'-11"

6'-0"

8'-10" 5'-10"

5'-10"

4'-4"

9'-8"±

ROOF RIDGE VENT

2'-8"x6'-8"

5'-4"±

BATHROOM

CLOSET A

CLOSET

FIXTURE WITH EXHAUST FAN 2'-8"x6'-8" (100 CFM)

CENTER MIRROR (RECESSED MEDICINE CABINET) AND LIGHT FIXTURE WITH VANITY.

2'-8"x6'-8"

BATHROOM #3

PAINTED WOOD SHELF @ 5'-6" A.F.F. W/ CONTINUOUS ALUMINUM CLOTHES ROD (BRACING AS REQUIRED) TYP.

3 A-3

58'-3" 58'-7"

4'-0"

2X12 RIDGE BOARD

REF.

4 A-3

11'-0" 3'-0"

4'-4"

4 A-3

BASE AND OVERHEAD CABINETS TO BE SELECTED BY OWNER. PROVIDE SOFFIT ABOVE OVERHEAD CABINETS. 15'-8"

GFI

58'-7"

3'-3"

15'-8"

GFI

2'-8"x6'-8"

8'-4"

2'-4"

3 A-3

60'-7"

HOLD

BASE AND OVERHEAD CABINETS TO BE SELECTED BY OWNER. PROVIDE SOFFIT ABOVE OVERHEAD CABINETS.

GFI

RANGE HOOD WITH FAN

GFI

KITCHEN

1 HR. F.R. SOLID CORE SELF CLOSING DOOR

3'-0"

3'-0"x6'-8"

3'-0"

(2) 2"X4" POST

CO2

1 HR. F.R. SOLID CORE SELF CLOSING DOOR 3'-0"x6'-8"

(2) 2"X4" POST

2X12 HIP

(2) 2"X4" POST. COORDINATE WITH STEEL COLUMN BELOW.

DATA

13'-3"

1'-0" OVERHANG 2"X10" RAFTERS 16" O.C.

UP UP 4'-6"

GAURDRAIL/ HANDRAIL SD

5'-1"

CLG HEIGHT=8'-0"

(2) 2"X4" POST

7 RISERS AT 7" 6 TREADS AT 10"

(2) 2"X4" POST. COORDINATE WITH STEEL COLUMN BELOW. 1 HR FIRE RATED WALL (UL #U425)

SECOND LEVEL

CO2

DATA

GFI

STOVE DATA

22'-3"

8'-4"

(4) 3/4"x11 7/8" M.L. FLUSH

LIVING AREA

DATA

3'-6"

LIVING AREA FIRST LEVEL CLG HEIGHT=8'-0"

STOVE

13'-5"

INTERCOM B

INTERCOM

9 RISERS AT 7" 8 TREADS AT 10"

2X12 VALLEY

1 3/4 X 11 7/8 ML CONT.

3 WP

4" STEP MIN.

3'-0"

9 RISERS AT 7" 8 TREADS AT 10"

(2) LVL'S

2"X10" RAFTERS 16" O.C.

6'-7"

SLOPE

AI16116

Signature & License No.

° .00 135

1'-7"

1'-8"

2'-8"

11'-11"

2'-0" 3'-0" 7'-0"

ROOF OVER ENTRANCE

2'-0"

1 3/4 X 11 7/8 ML CONT. 11'-3"

SLOPE

3'-0"

PORCH LINE OF OVERHANG

2"X10" RAFTERS 16" O.C.

45. 00°

1'-1"

FILLED VOID SOLID W/ CRUSHED STONE

4'-0"

3'-0"

1'-1"

1'-0"

3 1/4" X 5 1/2" X 3/8" STEEL ANGLE

(2) LVL'S

4 A-3

DATA

RANGE HOOD WITH FAN

11-7/8" tji/pro 250 @ 16" O.C. FLOOR JOISTS

9'-0"M.O.

A-4

KITCHEN

HIGH EFFICIENCY AND FLUELESS COMBUSTION AIR APPLIANCES EXHAUST VENTS MOUNTED BELOW CEILING.

USE 5/8" TYPE "X" SHEET ROCK UNDER STAIRS

1ST FLOOR ELECTRICAL METER

(2) 2"X4" POST

3'-0"

ELECTRICAL MAIN PANEL

4'-0"

11-7/8" tji/pro 250 @ 16" O.C. FLOOR JOISTS

2"x10" RAFTERS 16" O.C.

DOUBLE FRAME AT ATTIC ACCESS 2'-0" X 3'-0". PROVIDE FOLD OUT STAIR. PROVIDE 5/8" PLYWOOD FLOORING. SMOKE DETECTOR, PULL LIGHT SWITCH, AND GFI OUTLET.

2ND FL. H.W. H.F.

2'-8"x 6'-8"

EXHAUST VENT (100 CFM)

2'-8"x6'-8"

4'-4"

65'-10" 5'-3"

FIXTURE WITH EXHAUST FAN (100 CFM)

8'-4"

2'-4"

8'-4" 7'-7"

GFI HVAC UNIT H.F.

11-7/8" tji/pro 250 @ 16" O.C. FLOOR JOISTS

GFI

BEDROOM #3

COORDINATE FLOOR DRAIN WITH FINISH FLOORING - TYP.

CENTER MIRROR (RECESSED MEDICINE CABINET) AND LIGHT FIXTURE WITH VANITY.

BATHROOM CLOSET

ELECTRIC SUB PANEL

CLOSET

9'-0"X7'-0" DOOR

BEDROOM #2

2'-8"x6'-8"

PAINTED WOOD SHELF @ 5'-6" A.F.F. W/ CONTINUOUS ALUMINUM CLOTHES ROD (BRACING AS REQUIRED) TYP.

OVERHEAD GARAGE DOOR

LAUNDRY ROOM

ATTIC ACCESS

B SD

2X12 HIP

TYP.

NOTE: ONE OPENING FOR LAUNDRY EXHAUST

DRYER

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

HVAC UNIT

5'-8"±

CLOSET

2'-0"x6'-8"

3'-0"x6'-8" 1 HR. F.R. SOLID CORE SELF CLOSING DOOR

2'-6"x6'-8"

3 GFI

1ST FL. H.W. H.F.

FD SD CO2

4 NOTE:A-3 ONE OPENING FOR LAUNDRY EXHAUST

WASHER

LAUNDRY ROOM

(4) 3/4"x11 7/8" M.L. FLUSH

24'-4"

FINISHED FLOOR ELEVATION 0'-0"

DRYER

2'-10"

3'-0"x6'-8" 1 HR. F.R. SOLID CORE SELF CLOSING DOOR

GFI

3 3

11-7/8" tji/pro 250 @ 16" O.C. FLOOR JOISTS

CO2

4" STEP MIN.

CLG HEIGHT=9'-6"

2ND FLOOR ELECTRICAL METER

WASHER

A-4

HOLD

3 A-3

GFI

3'-0"

55'-3"

GFI

3'-0"x6'-8"

4" CONC. SLAB. SLOPED TO FRONT @ 1/8" PER FT.

1 HR. F.R. SOLID CORE SELF CLOSING DOOR

9'-1"

4" STEP MIN.

TYP.

(2) 2"X4" POST

DATA

NOTE: ALL FRAMING TO BE IN ACCORDANCE WITH TRUSSJOIST GUIDELINES

FINISH FLOOR @ -0'-4" PROVIDE 2 HR FIRE RATED CEILING UL#L511

A UP 3'-3"

CENTER MIRROR (RECESSED MEDICINE CABINET) AND LIGHT FIXTURE WITH VANITY.

1'-0" OVERHANG TYP.

GFI

DATA

GFI

(2) CAR GARAGE

8'-10"

3'-3" 4'-0" A-4

3 1/2" DIAMETER STEEL PIPE FILLED SOLID. COORDINATE WITH FOOTING.

FIXTURE WITH EXHAUST FAN (100 CFM)

BATHROOM

1 3/4"x9 1/2" M.L. FLUSH

BEDROOM #2 10'-0"±

(2) 2"X4" POST

1 3/4"x11 7/8" M.L. FLUSH

ELECTRICAL PANEL

3'-0"

CENTER MIRROR (RECESSED MEDICINE CABINET) AND LIGHT FIXTURE WITH VANITY.

TYP.

3'-0"

4'-4"

GFI

2X12 HIP

2'-8"x6'-8"

BATHROOM

3'-0"

9'-10"

3 1/2" DIAMETER STEEL PIPE FILLED SOLID. COORDINATE WITH FOOTING.

EXHAUST VENT (100 CFM) FIXTURE WITH EXHAUST FAN (100 CFM)

(2) 2"X4" POST

SPIRAL STAIRS 14 RISERS @ 9" 13 TREADS

5'-10"

1 3/4"x11 7/8" M.L. FLUSH

11-7/8" tji/pro 250 @ 16" O.C. FLOOR JOISTS

CENTER MIRROR (RECESSED MEDICINE CABINET) AND LIGHT FIXTURE WITH VANITY.

BATHROOM

FINISH FLOOR @ 0'-0"

EXTERIOR LIGHT WITH MOTION DETECTION SYSTEM

usaarchitects.com

2"X10" RAFTERS 16" O.C.

2'-8"x6'-8"

FIXTURE WITH EXHAUST FAN (100 CFM)

CLG HEIGHT=9'-2"

1 HR FIRE RATED WALL (UL#U305)

1 HR FIRE CEILING (GA FILE NO. FC 5406) TYP.

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

PAINTED WOOD SHELF @ 5'-6" A.F.F. W/ CONTINUOUS ALUMINUM CLOTHES ROD (BRACING AS REQUIRED) TYP.

MASTER BEDROOM

DATA

MASTER BEDROOM

2'-8"x6'-8"

RECREATION ROOM

8'-4"

M.O.

3'-0"

DATA

EXHAUST FAN (100 CFM)

DATA

TYP.

UL#U905

5'-8"

WIC

3'-0"

11-7/8" tji/pro 250 @ 16" O.C. FLOOR JOISTS

WIC

4'-0"

3'-3"

STORAGE

3'-0"

4" STEP MIN.

3 A-3

11-7/8" tji/pro 250 @ 16" O.C. FLOOR JOISTS

PAINTED WOOD SHELF @ 5'-6" A.F.F. W/ CONTINUOUS ALUMINUM CLOTHES ROD (BRACING AS REQUIRED) TYP.

3'-0"

4'-0"

A/C

6'-3"

5'-8"

3'-0"

A/C

4'-0"

6'-0"

M.O.

3'-0"

4'-0"

M.O.

3'-0"

SELF CLOSING HOLLOW METAL DOOR

3'-0"x6'-8"

5'-0"

3'-4"

3'-0"

6'-3"

6'-2"

18'-11"

6'-2"

9'-0"

REF.

3'-0"

3'-0"x6'-8" 1 HR. F.R. SOLID CORE SELF CLOSING DOOR

5'-7"

2'-8"x6'-8"

CONCRETE PATIO

A-4

2 A-3

18'-11"

FROST HOSE BIB

2 A-3

1'-0" OVERHANG TYP.

2 A-3

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

2X8 RIDGE BOARD

11'-11"

NEW CONSTRUCTION AT

CONCRETE STEPS

GROUND FLOOR PLAN

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

7'-0"

FIRST FLOOR PLAN

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

1 A-3

SECOND FLOOR PLAN

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

1 A-3

40 LT. GLENN ZAMORSKI DRIVE

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

FOR

1 A-3

14-22 HIGH STREET ASSOCIATES, LLC 40-42 LT. GLENN ZAMORSKI DRIVE, ELIZABETH, NJ 07201

CONCRETE / MASONRY: CARPENTRY: 13. 1.

ALL CONCRETE SHALL TEST 3,500 PSI AT 28 DAYS. THE SLUMP JUST PRIOR TO PLACING SHALL BE 4 INCHES WITHIN A TOLERANCE OF PLUS OR MINUS 1 INCH (MAX). NOTE: GARAGE SLABS, PORCHES, PATIO SLABS, AND CONCRETE WALKS SHALL TEST 3500 PSI AT 28 DAYS AND SHALL BE AIR ENTRAINED.

ALL CONCRETE SHALL BE PLACED IN THE DRY. NO CONCRETE SHALL BE PLACED LATER THAN 90 MINUTES AFTER MIXING HAS BEGUN. DEPOSIT CONCRETE IN ITS FINAL POSITION WITHOUT SEGREGATION AND REHANDLING.

REINFORCING STEEL SHALL BE NEW BILLET HIGH STRENGTH STEEL OF U.S.A. MANUFACTURE CONFORMING TO LATEST A.S.T.M. A-615 GRADE 60 FABRICATED IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE OF THEUNLESS C.R.S.I., OTHERWISE NOTED AND PLACING OF REINFORCING SHALL BE IN ACCORDANCE WITH A.C.I. BUILDING CODE. MANUAL OF STANDARD PRACTICE, AND THE MOST CURRENT APPLICABLE BUILDING CODE.

8/17/2017 10:17:39 AM

REINFORCING SHALL HAVE 3" COVER IN FOOTINGS, 2" COVER ON MAIN REINFORCEMENT IN STEM WALLS.

REINFORCING BARS ARE CONTINUOUS UNLESS OTHERWISE NOTED. LAP MESH 12 INCHES AT SPLICES, LAP STEM WALL BARS 32 BAR DIAMETER AT SPLICES (MIN.).

ALL MASONRY AND/OR CONCRETE WALLS BELOW GRADE SHALL BE DAMP-PROOFED (OR WATER PROOFED AS REQUIRED BY REGIONAL CONDITIONS.).

ALL CONCRETE SHALL BE PLACED IN THE DRY. NO CONCRETE SHALL BE PLACED LATER THAN 90 MINUTES AFTER MIXING HAS BEGUN. DEPOSIT CONCRETE IN ITS FINAL POSITION WITHOUT SEGREGATION AND REHANDLING.

REINFORCING STEEL SHALL BE NEW BILLET HIGH STRENGTH STEEL OF U.S.A. MANUFACTURE CONFORMING TO LATEST A.S.T.M. A-615 GRADE 60 FABRICATED IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE OF THE C.R.S.I., UNLESS OTHERWISE NOTED AND PLACING OF REINFORCING SHALL BE IN ACCORDANCE WITH A.C.I. BUILDING CODE. MANUAL OF STANDARD PRACTICE, AND THE MOST CURRENT APPLICABLE BUILDING CODE.

10.

REINFORCING SHALL HAVE 3" COVER IN FOOTINGS, 2" COVER ON MAIN REINFORCEMENT IN STEM WALLS.

11.

REINFORCING BARS ARE CONTINUOUS UNLESS OTHERWISE NOTED. LAP MESH 12 INCHES AT SPLICES, LAP STEM WALL BARS 32 BAR DIAMETER AT SPLICES (MIN.).

12.

ALL MASONRY AND/OR CONCRETE WALLS BELOW GRADE SHALL BE DAMP-PROOFED (OR WATER PROOFED AS REQUIRED BY REGIONAL CONDITIONS.).

12. ALL LIGHT FRAMING AND STUDS, STRUCTURAL JOISTS AND PLANKS, ETC. SHALL CONFORM TO THE STANDARDS OF WOOD CONSTRUCTION SET FORTH BY THE WESTERN WOOD PRODUCTS ASSOC. (WWPA) AND ALL CONSTRUCTION PLYWOOD SHALL CONFORM TO THE NATIONAL BUREAU OF STANDARDS, PRODUCT STANDARD DIVISION.

FRAMING MEMBERS TO RECEIVE A FINISHED SURFACE-ALIGN THE FINISH SUBSURFACE TO VARY NOT MORE THAN 1/8" FROM THE PLANE OF SURFACES OF ADJACENT FURRING OR FRAMING MEMBERS.

13.

STRUCTURAL LUMBER, HORIZONTAL AND VERTICAL FRAMING, SHALL BE #2 DOUGLAS FIR OR APPROVED EQUAL CONSTRUCTION GRADE. MINIMUM FIBER STRESS OF 1,200 PSI, FREE OR WARP THAT CANNOT BE CORRECTED BY BRIDGING OR NAILING.

ALL EXTERIOR LUMBER SHALL BE EXTERIOR GRADE TYPE. DECAY AND TERMITE RESISTANT WITH PRESERVATIVE TREATMENTS. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, OR SOIL SHALL BE PRESSURE TREATED PER UBC STANDARD 25-12.

14.

ALL PLYWOOD SHALL BE IDENTIFIED BY GRADE MARK OF AN APPROVED INSPECTION AGENCY AND SHALL BE STANDARD C-D. WITH EXT. GLUE UNLESS OTHERWISE SPECIFIED ON DRAWINGS.

15.

ANCHOR ALL STUDS AT DOOR OPENINGS, ENDS AND CORNERS OF WALLS WHICH ARE SHEATHED WITH PLYWOOD AND/OR GYPSUM BOARD TO BOTTOM PLATE WITH TWO (2) SIMPSON A-35 FRAMING ANCHORS.

16.

BOLT HOLES SHALL BE DRILLED 1/16" LARGER THAN BOLT DIAMETER. PROVIDE WASHERS UNDER ALL BOLT HEADS AND NUT BEARING ON WOOD. HOLES SHALL BE PROPERLY ALIGNED. IN NO CASE SHALL MISALIGNMENT BE ALLOWED WITH PREVENTS PROPER BEARING OR ALIGNMENT OF MEMBERS. OVERSIZED HOLES SHALL NOT BE ALLOWED. BOLTS SHALL BE A307 BOLTS. NUTS SHALL BE TIGHTENED SNUG.

17.

ALL JOISTS SHALL HAVE A MINIMUM OF 1 1/2" BEARING AT SUPPORTS. LAPPING JOISTS SHALL HAVE 3" LAPS CENTERED OVER INTERIOR SUPPORTS.

18.

LEDGERS AND STUD WALL FOUNDATION SILL PLATES SHALL BE BOLTED TO CONCRETE WITH ANCHOR BOLTS OF SIZE AND MINIMUM SPACING AS SHOWN ON DRAWINGS. AT LEAST TWO BOLTS SHALL BE PROVIDED FOR EACH PIECE WITH ONE BOLT WITHIN 12" OF EACH END. PROVIDE TERMITE SHIELD AND SILL SEALER.

14.

TOP OF ALL EXTERIOR FOOTING SHALL BE MINIMUM 3'-0" BELOW EXTERIOR FINISH GRADE.

15.

ALL CMU TO BE LAID IN A FULL BED OF MORTAR.

16.

PROVIDE 1/2" BITUMINOUS FIBER EXPANSION JOINT AT THE INTERSECTION OF WALL AND SLAB.

17.

BASE AND TOP COURSE OF ALL MASONRY FOUNDATION WALLS SHALL BE FILLED SOLID WITH CONCRETE. PROVIDE SOLID BEARING UNDER ALL BEAMS AND GIRDERS.

ALL MASONRY SHALL BE ASTM C-145 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,800 PSI AS SHOWN ON THE DRAWINGS, WHERE DIMENSIONS OF UNITS ARE NOT SHOWN, PROVIDE UNITS HAVING NOMINAL FACE DIMENSIONS OF 16" LONG BY 8" HIGH BY DEPTH SHOWN OR OTHERWISE REQUIRED, PROVIDE ACCESSORY SHAPES AS INDICATED OR REQUIRED.

ALL TJI AND MICRO-LAM STRUCTURAL MEMBERS SHALL BE MANUFACTURED ERECTED AND BRACED IN ACCORDANCE TO THE LATEST SPECIFICATIONS AND/OR RECOMMENDATIONS OF THE "TRUSS JOIST CORPORATION".

19.

ALL INTERSECTING MASONRY WALLS SHALL BE BONDED TOGETHER WITH METAL ANCHORS AT 3'-4" O.C. VERTICALLY.

20.

ALL FOUNDATION WALLS TO HAVE HORIZONTAL JOINT REINFORCING AT EVERY OTHER COURSE.

ROOFS SHALL BE BUILD TO WITHSTAND A 30 LB. LIVE LOAD AND BE CONSTRUCTED OF 2" X 10" RAFTERS AT 16" O.C. (UNLESS NOTED OTHERWISE) WITH 1/2" THICK APA RATED EXPOSURE 1 GROUP 1. PLYWOOD SHEATHING. PROVIDE COLLAR BEAMS AND HANGERS AS REQUIRED.

21.

ENVIRONMENTAL CONDITIONS - PROTECT MASONRY WORK FROM THE WEATHER AND OTHER PHYSICAL OR CLIMATIC CHANGES THAT INTERFERE WITH THE PROPER SETTING AND CURING. PROTECT WORK FROM THE RAPID EVAPORATION WATER FROM OF THE MORTAR UNTIL IT IS PROPERLY CURED. TAKE ALL NECESSARY PRECAUTIONS TO GUARD MASONRY WORK FROM CONSTRUCTION ABUSE. USE TARPAULINS AND/OR OTHER COVERING FOR THIS PURPOSE.

18. 4.

ALL EXTERIOR SIDES OF CONCRETE BLOCK FOUNDATION WALLS SHALL BE DAMP PROOFED WITH 1/2" CEMENT PLASTER FULL HEIGHT AND TWO (2) COATS OF WATER RESISTANT ASPHALT PITCH BELOW GRADE.

22.

DO NOT PLACE MASONRY UNITS WHEN AIR TEMPERATURE IS BELOW 48 DEGREES F.

23.

PROTECT FROM DIRECT EXPOSURE TO WIND AND SUN WHEN ERECTED IN AMBIENT AIR TEMPERATURE OF 99 DEGREES F. IN THE SHADE AND WITH RELATIVE HUMIDITY LESS THAN 50%.

24.

INSTALLATION - THE FOLLOWING CONDITIONS SHALL BE OBSERVED DURING THE INSTALLATION OF THE MASONRY SECTION OF THE CONSTRUCTION: A. HORIZONTAL AND VERTICAL ALIGNMENT OF THE FOUNDATION IS WITHIN 1" OF PLUMB. B. LAY ONLY DRY MASONRY UNITS. C. USE MASONRY SAWS TO CUT AND FIT MASONRY UNITS. D. SET UNITS PLUMB, TRUE-TO-LINE AND WITH LEVEL COURSES ACCURATELY SPACED. E. CLEAN THE TOP SURFACE OF FOUNDATIONS FREE FROM DIRT, DEBRIS, AND LAITANCE, AND EXPOSE THE AGGREGATE PRIOR TO START OF INSTALLATION OF 1ST COURSE. F. ACCURATELY FIT THE UNITS TO PLUMBING, DUCTS, OPENINGS, AND OTHER INTERFERENCES. NEATLY PATCHING ALL HOLES. G. KEEP THE WALLS CONTINUALLY CLEAN, PREVENTING GROUT AND MORTAR STAINS. NOTE: UNLESS NOTED OTHERWISE, PROVIDE RUNNING BOND WITH VERTICAL JOINTS LOCATED AT THE CENTER OF MASONRY UNITS IN THE ALTERNATE COURSE BELOW.(IF APPLICABLE).

ALL MEMBERS SHALL BE PROPERLY BRACED, PLUMBED AND LEVEL. A SUFFICIENT NUMBER OF NAILS, SCREWS, AND BOLTS SHALL BE USED TO INSURE THE RIGIDITY OF THE CONSTRUCTION. USE GALVANIZED FOR EXTERIOR APPLICATIONS. NOTE: ALL NAILING TO BE IN ACCORDANCE WITH THE MOST CURRENT BUILDING CODES.

ATTIC FLOORS (CEILINGS) SHALL BE CONSTRUCTED OF 10x12 JOISTS AT 16" O.C. (UNLESS NOTED OTHERWISE) WITH 1/2" THICK PLYWOOD SUB FLOOR, (COORD. AMOUNT W/ OWNER) SECURED. PROVIDE APPROPRIATE BRIDGING OF 2" X 3", CROSSED, TWO (2) NAILS EACH AND SPACED MAXIMUM OF 6'-0" O.C. FLOORS SHALL BE BUILD TO WITHSTAND A 40/30 LB. LIVE LOAD AS REQUIRED BY FLOOR LOCATION, AND SHALL BE CONSTRUCTED OF 14 " TJI 560 FLOOR JOISTS (UNLESS NOTED OTHERWISE) WITH 3/4" THICK T&G PLYWOOD(GLUED AND NAILED) APA RATED STURD-I-FLOOR. DOUBLE ALL JOISTS UNDER BATHROOM TUBS . DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS. PROVIDE METAL JOIST HANGERS FOR ALL JOISTS ABUTTING HEADERS OR GIRDERS, "TECO", "SIMPSON" OR EQUAL. PROVIDE METAL STRAP BRIDGING AS RECOMMENDED BY BY TRUSS JOIST CORP. EXTERIOR WALLS SHALL BE BUILD TO WITHSTAND A 15 LB. WIND LOAD AND BE CONSTRUCTED OF 2" X 4" STUDS AT 16" O.C. (UNLESS NOTED OTHERWISE) WITH A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE WITH 1/2" THICK PLYWOOD C.D.X. SHEATHING AND ONE (1) LAYER OF 15 LB. ASPHALT SATURATED FELT PAPER. PROVIDE DOUBLE 2" X 4" POSTS AT ALL OPENINGS. INTERIOR BEARING PARTITIONS TO BE 2" X 4" STUDS AT 16" O.C. (UNLESS NOTED OTHERWISE) WITH SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE. PROVIDE DOUBLE 2" X 4" POSTS AT ALL OPENINGS (UNLESS OTHERWISE NOTED).

10.

DOUBLE ALL TRIMMERS AND HEADERS AROUND OPENINGS IN FLOORS, CEILINGS, AND ROOF OPENINGS.

11.

PRODUCE JOINTS WHICH ARE TIGHT. TRUE AND WELL CONNECTED WITH MEMBERS ASSEMBLED IN ACCORDANCE WITH THE DRAWINGS.

19.

20.

21.

22.

ALL PLYWOOD WALL SHEATHING SHALL BE APPLIED AS FOLLOWS, CENTER VERTICAL JOINTS OVER STUDS AND CENTER HORIZONTAL JOINTS OVER 2" BLOCKING OR PLATE. NAIL TOP OF PANELS TO DOUBLE TOP PLATE, AND NAIL BOTTOM OF PANELS TO ANCHORED SILL PLATE. APPLY GYPSUM BOARD SO THAT END JOINTS OF ADJACENT COURSES DO NOT OCCUR OVER THE SAME STUD. PLYWOOD SUBFLOOR AND ROOF SHEATHING: INSTALL WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS, CONTINUOUS OVER TWO OR MORE SPANS. ALLOW MINIMUM SPACE 1/16-INCH BETWEEN END JOINTS AND 1/8-INCH AT EDGE JOINTS FOR EXPANSION AND CONTRACTION OF PANELS. UNDERLAYMENT: LAY UNDERLAYMENT 3/8" A.P.A. RATED UNDERLAYMENT ON 36 ROSIN SIZED SHEATHING PAPER. FOR TILE FLOORS UNDERLAYMENT SHALL BE INSTALLED IN ACCORDANCE WITH CODE AS RECOMMENDED BY MANUFACTURER. BUILDING FELT: COVER SURFACES BEHIND SIDING, SHINGLES, AND WHERE INDICATED ON DRAWING WITH ASPHALT-SATURATED. NON PERFORATED, FELT WITHOUT WRINKLES OR BUCKLES. LAP HORIZONTAL JOINTS 3", 6" AT VERTICAL JOINTS, AND CARRY INTO OPENINGS. UP WALL 12" AND DOWN SIDES 6" MINIMUM. LOCATE END LAPS AT LEAST 18" FROM INTERNAL AND EXTERNAL CORNERS. PRIME BACK OF ALL EXTERIOR FASCIA BOARDS BEFORE INSTALLATION. FASCIA BOARD TO BE FREE OF KNOTS.

03.31.17

ISSUED FOR PERMIT

No.

Date

Issue or Revision

Drawing Title

FLOOR PLANS AND PARTITION TYPES Scale

USA Project No.

1/4" = 1'-0" Drawing Date

2016-063 Drawing No.

03.31.17 Drawn By

Checked By

DAH

APA

A-2

CONTINUOUS ROOF RIDGE VENT ROOF RIDGE VENT

ROOF RIDGE VENT

FIBERGLASS SHINGLES - TYP. SELF SEALING ASPHALT SHINGLE ROOF OVER #15 FELT PAPER

VENT

6 VENT

ATTIC +27' - 6"

1'-0"

4'-6"

BRICK VENEER - TYP. FIXED WINDOW

EGRESS 36" x 54"

5'-9"

EGRESS 36" x 54"

DOUBLE HUNG

STUCCO

EGRESS 36" x 54"

DOUBLE HUNG

usaarchitects.com

DOUBLE HUNG STUCCO

SECOND FLOOR +19' - 6"

4'-6"

8'-0"

FIBERGLASS SHINGLES - TYP. DECORATIVE METAL POSTS

2'-6"

EXTERIOR LIGHTS

EGRESS 36" x 54"

DOUBLE HUNG

INTERCOM - TYP.

O.C.

4" O.C. FIRST FLOOR +10' - 6"

2'-6"

3'-0"

EXTERIOR LIGHT W/ MOTION DETECTION SYSTEM

FIRST FLOOR +10' - 6"

42" AFF METAL GUARDRAIL SYSTEM W/ 36" AFF CONTINUOUS METAL HANDRAIL SYSTEM

EXTERIOR LIGHTS CENTER METAL GAURDRAIL SYSTEM ON RAIL

4'-0"

7" RISER

STONE

DOUBLE HUNG APROX. GRADE LINE

DOUBLE HUNG CEMENT STUCCO FINISH

MIN.

3'-0"

4" PVC (SCHEDULE40) STORM SEWER CONNECTED TO STREET

GROUND FLOOR +0' - 0"

CONCRETE FOOTING/FOUNDATION

2" PRE-CAST CONCRETE TREAD

GROUND FLOOR +0' - 0"

4" PVC (SCHEDULE40) STORM SEWER CONNECTED TO STREET

METAL GATE TO MATCH HANDRAIL SYSTEM - TYP.

36" x 48"

3'-0"

MIN. RAILING

3'-0"

PRE-CAST CONCRETE TREADS

4'-0"

OVERHEAD GARAGE DOOR - TYP.

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

VINYL SIDING

2'-6"

4'-6"

SECOND FLOOR +19' - 6"

AT TOP OF SHED, EXTEND BASE FLASHING 6" UP WALL AND 4" ONTO ROOF. COUNTER FLASHING AT LEAST 4" - TYP.

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

ATTIC +27' - 6"

2'-6"

1'-0"

FRONT ELEVATION

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

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

ROOF RIDGE VENT

ROOF RIDGE VENT 12 6

4" GUTTER & LEADER (TYP)

VENT

SELF SEALING ASPHALT SHINGLE ROOF OVER #15 FELT PAPER

VENT VENT

4" GUTTER & LEADER (TYP) ATTIC +27' - 6"

ATTIC +27' - 6"

4'-6"

1'-0"

EGRESS 36" X 54"

3'-0"

DOUBLE HUNG

STUCCO

SECOND FLOOR +19' - 6"

SECOND FLOOR +19' - 6" VINYL SIDING

VINYL SIDING

VENT

4'-6"

VENT

EGRESS 36" X 54"

3'-0"

DOUBLE HUNG

FIRST FLOOR +10' - 6" 4" EXTERIOR LIGHT

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

3'-0"

O.C. VENT

VENT

4'-0"

NEW CONSTRUCTION

3'-6"

3'-0"

CEMENT STUCCO FINISH

GROUND FLOOR +0' - 0" 4" PVC (SCHEDULE40) STORM SEWER CONNECTED TO STREET

CONCRETE FOOTING/FOUNDATION

40 LT. GLENN ZAMORSKI DRIVE

STONE APROX. GRADE LINE

CEMENT STUCCO FINISH

FOR

GROUND FLOOR +0' - 0"

4" PVC (SCHEDULE40) STORM SEWER CONNECTED TO STREET

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

40-42 LT. GLENN ZAMORSKI DRIVE, ELIZABETH, NJ 07201

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

ROOFING:

SHEET METAL FLASHING & TRIM:

SEALANTS & CAULKING:

DOORS:

FIBERGLASS OR ASPHALT SHINGLES SHALL BE CLASS "C" (MINIMUM) TYPE OF THE UNDERWRITERS LABORATORIES, INC. OVER 15 LB. ASPHALT SATURATED FELT PAPER.

PROVIDE FLASHING AND SHEET METAL AS REQUIRED TO PREVENT PENETRATION OF THE ELEMENTS THROUGH THE EXTERIOR SHELL OF THE BUILDING.

PROVIDE WOOD, METAL, OR SLIDING DOORS, AND FRAMES IN DIMENSIONS AND DESIGN SHOWN ON THE DRAWINGS.

INSTALL SHINGLES TO PROVIDE A DOUBLE THICKNESS AT ALL POINTS.

WHERE SHEET METAL IS REQUIRED AND NO MATERIAL OR GAUGE IS INDICATED IN THE DRAWINGS. PROVIDE THE HIGHEST GAUGE AND QUALITY.

SEAL AND CAULK JOINTS AS REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST THE PENETRATION OF AIR AND MOISTURE; EXTERIOR WALL JOINTS. JOINTS BETWEEN EQUIPMENT AND OTHER CONSTRUCTION, AND MISCELLANEOUS INTERIOR WALL CONDITIONS.

PROVIDE PRIMERS. BACK-UP MATERIALS. BOND-PREVENTATIVE MATERIALS AND ANY OTHERS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION.

INTERIOR WOOD DOORS TO BE SOLID CORE, 1 3/8"THICK: ALL INTERIOR DOORS TO BE RAISED PANEL PINE BY "MORGAN" OR AS APPROVED BY OWNER. EXTERIOR DOOR TO BE INSULATED OR SOLID WOOD AS SELECTED BY OWNER.

THOROUGHLY AND COMPLETELY MASK JOINTS WHERE THE APPEARANCE OF SEALANT ON ADJACENT SURFACES WOULD BE OBJECTIONABLE.

FLUSH SOLID CORE WOOD DOORS (FOR GARAGE DOORS UNLESS NOTED OTHERWISE) 1-3/4" THICK.

PROVIDE TWO (2) COMPONENT, RUBBER-BASED COMPOUND IN COLOR(S) AS SELECTED BY THE OWNER AND TOOL THE JOINTS TO A NEAT AND SMOOTH PROFILE.

CAULK AND/OR SEAL ALL EXPOSED EXTERIOR AND INTERIOR JOINTS ABOVE AND BELOW GRADE AND ALL THOSE INTERIOR AND EXTERIOR JOINTS AND APPENDAGES CONCEALED BY OTHER BUILDING MATERIALS, FLASHING, ETC. IN COLOR AS NEAR AS POSSIBLE TO MATCH ABUTTING NATURAL OR PAINTED FINISHES.

WOOD AND METAL DOORS SHALL BE ANCHORED FIRMLY INTO POSITION AND PLUMB WITHIN A TOLERANCE OF A IN 1.000. REHANG OR REPLACE AS REQUIRED DOORS WHICH ARE HINGEBOUND OR WHICH DO NOT SWING FREELY.

WINDOWS: 1.

PROVIDE WINDOWS AND FRAMES IN DIMENSIONS AND DESIGN SHOWN ON THE DRAWINGS.

MATERIAL SHALL BE PRODUCED BY SONNEBORN-CONTECK, TREMCO, PECORA. CHEMICAL CORP., DOW CORNING, OR GENERAL ELECTRIC.

ALL WINDOWS SHALL BE CASEMENT OR DOUBLEHUNG SEE PLANS. MANUFACTURER TO BE SELECTED BY OWNER.

FRAMES, PANELS, AND SASH TO BE WOOD CORE TREATED WITH A WATER REPELLENT PRESERVATIVE AND COVERED WITH RIGID VINYL (P.V.C.) COLOR AS SELECTED.

STYLE AND COLOR SHALL BE AS SELECTED BY THE OWNER.

VENTILATE ROOF INSULATION AS REQUIRED BY CODE AND AS SHOWN ON DRAWINGS.

PROVIDE PERIMETER UNDERLAYMENT AT ALL EAVES, VALLEYS, AND ROOF PENETRATIONS BY OWENS CORNING "WEATHER LOCK" OR APPROVED EQUAL.

ALL ROOF PENETRATIONS TO BE PROPERLY FLASHED AND MADE WATER TIGHT IN ACCORDANCE WITH MANUFACTURES STANDARDS.

FORM, FABRICATE, AND INSTALL SHEET METAL SO AS TO ADEQUATELY PROVIDE FOR EXPANSION AND CONTRACTION IN THE FINISHED WORK: A. FINISH WATERTIGHT AND WEATHERTIGHT AS REQUIRED. B. EMBED METALS IN CONNECTION WITH ROOFS IN A SOLID BED OF APPROVED SEALANT. C. WHENEVER POSSIBLE, SECURE METAL BY MEANS OF CLIPS OR CLEATS WITHOUT NAILING THROUGH THE METAL. D. SPACE NAILS, RIVETS, AND SCREWS NOT MORE THAN 8" APART AND USE LEAD WASHERS WHERE EXPOSED. E. FOR NAILING INTO WOOD USE BARBED ROOFING NAILS, 1-1/4" LONG LI GAUGE. F. FOR NAILING INTO CONCRETE USE DRILLED PLUG HOLES AND PLUGS.

INSULATION: 4. 1.

PROVIDE THE FOLLOWING FIBERGLASS BATT INSULATION AS SHOWN ON THE DRAWINGS: A. UNDER ROOFS, IN SOFFITS, AND GARAGE USE 9" THICK FOIL-BACKED R-30 INSULATION. B. WITHIN ALL EXTERIOR STUD WALL CONSTRUCTION USE 3 1/2" THICK, FOIL BACKED. R-13 INSULATION. C. AT CATHEDRAL CEILING PROVIDE 8 1/4" R30C FOIL BACKED INSULATION. D. OVER UNHEATED SPACES PROVIDE 6" THICK FOIL BACKED R-19 INSULATION. FOR SLAB-ON-GRADE CONSTRUCTION USE 1 1/2" (MIN.) THICK RIGID BOARD INSULATION. EXTEND RIGID INSULATION A FULL 2'-0" INTO BUILDING AND 2'-0" BELOW FINISHED AT SLAB PERIMETER OF CONSTRUCTION.

ALL VENTS THROUGH ROOF SHALL HAVE CAP AND BASE FLASHING.

GUTTERS, LEADERS & DRAINS: 1.

14-22 HIGH STREET ASSOCIATES, LLC

CONCRETE FOOTING/FOUNDATION

REAR ELEVATION

8/17/2017 10:17:42 AM

MIN. RAILING

36" X 48"

APROX. GRADE LINE

AI16116

Signature & License No.

FIRST FLOOR +10' - 6"

PROVIDE PREFINISHED GALVANIZED ALUMINUM GUTTERS AND LEADERS AS REQUIRED IN BOOTS CONNECTED TO THE EXISTING DRAINAGE SYSTEM OR PITCHED AWAY FROM HOUSE TO DAY LIGHT. VERIFY IF EXISTING DRAINAGE SYSTEM MEETS LOCAL CODE. IF NOT, MODIFY AS REQUIRED TO MEET CODE. INSURE A WATERPROOF BASEMENT. PROVIDE CONTINUOUS FOUNDATION DRAINAGE AT EXTERIOR FOOTINGS PITCHED TO DRAIN TO SUMP PUMP OR TO DAYLIGHT.

FINISH HARDWARE: 1. 2.

PROVIDE ALL HARDWARE, TEMPLATES, ETC. AS REQUIRED FOR THE COMPLETE EXECUTION OF THE WORK.

03.31.17

ISSUED FOR PERMIT

No.

Date

Issue or Revision

Drawing Title

ELEVATIONS Scale

USA Project No.

1/4" = 1'-0"

GLAZING TO BE HIGH PERFORMANCE. DOUBLE-PANE. INSULATING GLASS.

PROVIDE GRILLE PATTERN (WHERE SELECTED). GLAZING BEADS, WEATHER-STRIPPING, FLASHING, INSECT SCREEN, HARDWARE, ETC. AS REQUIRED FOR COMPLETE INSTALLATION.

Drawing Date

EGRESS REQUIREMENTS ARE SATISFIED AS LATEST EDITION OF APPLICABLE BUILDING CODE.

Drawn By

Checked By

DAH

APA

HARDWARE SELECTIONS AS DIRECTED BY OWNER. 6.

2016-063 Drawing No.

03.31.17

A-3

INTERIOR FINISHES: 1.

ALL INTERIOR FINISHES TO BE MINIMUM CLASS III FLAME SPREAD AND SMOKE DEVELOPED RATING NOT TO EXCEED 450.

DRYWALL: 1. 2.

3. 4.

PROVIDE AND INSTALL ALL WORK IN RELATION TO DRYWALL CONSTRUCTION INCLUSIVE OF STUDS, BLOCKING AND MISCELLANEOUS ACCESSORIES AS REQUIRED FOR THE COMPLETION OF THE WORK. PROVIDE GYPSUM WALLBOARD IN 48" WIDTHS AND IN SUCH LENGTHS AS WILL RESULT IN A MINIMUM OF JOINTS AND IN THE TYPES REQUIRED - 1/2" AND 5/8" THICKNESS, TYPE "X" FOR RATED WALLS AND GREEN BOARD FOR TOILET AND WET WALLS. USE A JOINTING SYSTEM. INCLUDING REINFORCING TYPE AND COMPOUND. DESIGNED AS A SYSTEM AND USED TOGETHER AND AS RECOMMENDED FOR THIS USE BY THE SELECTED GYPSUM WALLBOARD MANUFACTURER. ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE USG GYPSUM CONSTRUCTION HANDBOOK AND HAVE A SMOOTH HANDED FINISH THROUGHOUT THE CONSTRUCTION.

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

usaarchitects.com

WOOD FLOORS: 1. 2.

4. 5.

PROVIDE AND INSTALL ALL HARDWOOD FLOORING AS INDICATED ON THE DRAWINGS AND AS DIRECTED BY THE OWNER. USE MAPLE OR OAK WOOD FLOORING THAT IS ISI GRADE. PRACTICALLY FREE OF DEFECTS WITH ONLY MILD COLOR VARIATIONS OR EQUAL WOOD MATCHING BOTH IN APPEARANCE AND PERFORMANCE, COLOR, WIDTH, AND THICKNESS AS SELECTED BY THE OWNER. HARDWOOD FLOORING SHALL BE SET DIRECTLY OVER SUBFLOOR THAT IS DRY AND FREE OF ALL FOREIGN MATERIALS. SUBFLOORS SHALL BE TROWELED AND SANDED TO A SMOOTH EVE SURFACE WHERE THE MAXIMUM TOLERANCE FROM PLANE IS PLUS OR MINUS 1/8" IN ANY 10'-0" RADIUS. CONCRETE SUBFLOORS ON OR BELOW GRADE SHALL BE PROPERLY WATERPROOFED BENEATH THE SLAB AND AT THE PERIMETER. WOOD FLOORING SHALL NOT BE INSTALLED UNTIL ALL MASONRY, PLASTERING, TILE, MARBLE, AND TERRAZZO WORK IS COMPLETED AND ALL MECHANICAL TRADES AND PAINTERS ARE DONE IN AREAS TO RECEIVE FINISH WOOD FLOORING. MACHINE SAND WOOD FLOOR SMOOTH AND LEVEL USING COARSE, MEDIUM, AND FINE GRADES OF SANDPAPER AND FINISH WITH A CLEAR, PENETRATING, WATER-REPELLENT WOOD PRESERVATIVE.

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

WOOD FLOOR DETAIL

SCALE: 12" = 1'-0"

STAIR DETAIL

SCALE: 12" = 1'-0"

HIP ROOF SCALE: 12" = 1'-0"

CERAMIC TILE: 1. 2. 3. 4.

PROVIDE AND INSTALL ALL CERAMIC TILE TO FLOORS AND WALLS AS INDICATED ON THE DRAWINGS AND AS DIRECTED BY THE OWNER. ALL INSTALLATION SHALL BE ON THIN-SET GROUT. CERAMIC TILES SHALL BE 4" X 4" OR 2" X 2" IN COLORS SELECTED FROM MANUFACTURERS STANDARDS BY "AMERICAN OLEAN" OR APPROVED EQUAL. WORK SHALL COMPLY WITH THE RECOMMENDATIONS SET FORTH IN THE "HANDBOOK FOR CERAMIC TILE INSTALLATION" OF THE TILE COUNCIL OF AMERICA, LATEST EDITION.

3'-0" 36" MIN. ICE AND WATER EAVE FLASHING MEMBRANE AT ALL EAVES & VALLEYS

ROOF RAFTERS (PROVIDE 2"X6" COLLAR TIES AT 48" O.C.)

CARPET: 1. 2. 3.

12 6

ASPHALT SHINGLES ON 15# BUILDING FELT OVER 5/8" APA RATED EXPOSURE 1 PLYWOOD ROOF SHEATHING

PROVIDE AND INSTALL CARPETING TO FLOORS AS INDICATED ON THE DRAWINGS AND AS DIRECTED BY OWNER. CARPET TO MEET ASTM STANDARDS SET FORTH IN "FLAME SPREAD" AND "SMOKE DEVELOPED" TESTS. INSTALLATION METHOD SHALL BE JUTE BACK OR DIRECT GLUE DOWN, AS DIRECTED BY OWNER.

INSULATION BAFFLE VTR

VTR

ATTIC + 27' - 6"

EAVE FLASHING

8" MIN. ABOVE ROOF ROOF

PAINTING: 1.

3. 4. 5. 6.

PROVIDE SURFACE PREPARATION AND FINISH COATS ON ALL DOORS, WINDOWS, FRAMES, TRIMS, RAILINGS, DRYWALL PARTITIONS, SOFFITS, CEILINGS, FASCIAS, EXTERIOR SIDING, INTERIOR AND EXTERIOR BLOCK WORK AS DIRECTED BY THE OWNER. PAINT SCHEDULE: A. EXTERIOR CONCRETE - ONE (1) COAT OF ACRYLIC FILLER AND ONE (1) COAT OF ACRYLIC FINISH. B. EXTERIOR WOOD - ONE (1) COAT OF PRIMER AND TWO (2) COATS OF WEATHER PROTECTIVE FINISH. C. EXTERIOR METAL, GALVANIZED - TWO (2) COATS OF LINSEED ALKYD ENAMEL. D. METAL, FERROUS - ONE (1) COAT OF RUST PREVENTATIVE PRIMER AND TWO (2) COATS OF ALKYD ENAMEL. E. INTERIOR DRYWALL - ONE (1) COAT OF WHITE PRIMER AND TWO (2) COATS OF FLAT LATEX. F. INTERIOR WOOD - TWO (2) COATS OF SEMI-GLOSS LATEX. ALL SURFACES TO RECEIVE PAINT SHOULD BE FREE OF RUST, DIRT, GREASE, OIL, WAX, LOOSE PAINT, AND ALL OTHER FOREIGN MATTER. DO NOT PAINT IN DIRECT SUNLIGHT OR ANY EXTERIOR WORK IN FOGGY, DAMP WEATHER, DURING RAINY WEATHER OR WHEN THE TEMPERATURE IS BELOW 45 DEG. F. ALL COATS SHALL BE THOROUGHLY DRY AND HARD BEFORE APPLYING SUCCEEDING COATS. SUGGESTED MANUFACTURERS INCLUDE "BENJAMIN MOORE", "PITTSBURGH PAINTS", "GLIDDEN" OR "CON-LUX".

2" 4"

BATHROOM

1 1/2"

ALUMINUM GUTTER OVER ALUMINUM CLAD WOOD FASCIA BOARD KITCHEN

BATHROOM 1 1/2"

1 1/2"

1/2" PLYWOOD SUBFLOOR

2"X8" SUB FASCIA

1 1/2"

R-30 FIBERGLASS BATT. INSULATION

PERFORATED ALUMINUM OR VINYL SOFFIT 2X10 AT 16" O.C. CEILING JOISTS BLOCKING AS REQUIRED 5/8" GYPSUM CIELING

DW SECOND FLOOR 1 1/2"

1 1/2"

1 1/2" 2"

1 1/2"

BATHROOM

KITCHEN

BATHROOM 1 1/2"

1 1/2"

1 1/2" 11 7/8" tji/pro 250 AT 16" O.C. FLOOR JOISTS (TYP.)

FINISH CARPENTRY & MILWORK: 1. 2.

PROVIDE FINISH TRIMS, SOFFITS, AND FASCIAS AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE OWNER. ALL INTERIOR DOOR AND WINDOW TRIMS AND ALL FLOOR BASE AS SELECTED BY OWNER.

FIRST FLOOR 1 1/2"

1 1/2"

2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14.

ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN AND SHALL BE IN ACCORDANCE WITH ALL CODES AND AGENCIES HAVING JURISDICTION. ELECTRICAL LAYOUT SHOWN IS DIAGRAMMATIC ONLY. ALL SWITCHES TO BE 3'-10" ABOVE FINISH FLOOR TO CENTER LINE OF SWITCH UNLESS OTHERWISE NOTED. ALL CONVENIENCE OUTLETS ARE 1'-0" ABOVE FINISH FLOOR TO CENTER LINE OF SWITCH UNLESS OTHERWISE NOTED. ALL INTERIOR WALL BRACKET FIXTURES TO BE AT 6'-6" ABOVE FINISH FLOOR TO CENTER LINE OF FIXTURE. (6'-10" AT BATHROOM MIRRORS). ALL EXTERIOR WALL BRACKET FIXTURES TO BE AT 6'-6" ABOVE FINISHED FLOOR TO CENTER LINE OF FIXTURE. ELECTRIC SERVICE CONDUCTORS AND EQUIPMENT SHALL BE OF A CAPACITY ADEQUATE TO SERVE THE CALCULATED LOAD AND ANY SPARE CIRCUITS PROVIDED FOR FUTURE USE. SMOKE DETECTORS SHALL BE U.L. APPROVED. THEY SHALL BE LOCATED ON CEILING WITH 12" CLEARANCE TO WALLS & WIRE TO SOUND ALARM W/ BATTERY BACK-UP. VERIFY LOCATION OF ALL RECEPTACLES FOR APPLIANCES WITH MANUFACTURER'S SPECIFICATIONS. PROVIDE AT LEAST TWO (2) 15 AMP CIRCUITS FOR LIGHTING AND GENERAL USE FOR FIRST 500 S.F. OF GROSS AREA AND ONE (1) 15 AMP FOR EACH ADDITIONAL 500 S.F. OF AREA. PROVIDE AT LEAST TWO (2) 20 AMP CIRCUITS TO SERVICE RECEPTACLES IN KITCHEN, BATHROOMS, AND LAUNDRY. PROVIDE INDIVIDUAL BRANCH CIRCUIT FOR ANY FIXED APPLIANCES OR EQUIPMENT RATED MORE THAN 1,400 WATTS. NO POINT ALONG FLOOR LINE MEASURED HORIZONTALLY SHALL BE MORE THAN 6'-0" FROM A RECEPTACLE OUTLET. ALL ELECTRICAL INSTALLATION SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. ALL MATERIAL AND EQUIPMENT SHALL BEAR THE LABEL OR APPROVAL OF THE UNDERWRITERS LABORATORIES. ELECTRICAL CONTRACTOR SHALL, BEFORE CONSTRUCTION, VERIFY SPACE REQUIRED FOR METER INSTALLATION AND SHALL NOTIFY GENERAL CONTRACTOR AND ARCHITECT OF ANY PROBLEM. GROUND FAULT INTERCEPTORS SHALL BE PROVIDED AT ALL BATHROOM OUTLETS AS PER SECTION 210-0 N.E.C. & KITCHENS. WITHIN 6'-0" OF SINK.

EXTERIOR RATED WALL-UL #U309. 1 HOUR FIRE RATED FLOOR/CIELING SYSTEM (TYP.) (GA FILE NO. FC 5406); BASE LAYER 5/8" TYPE X GYPSUM BOARD, FACE LAYER 5/8" TYPE X GYPSUM BOARD

ELECTRICAL: 1.

SECOND FLOOR + 19' - 6"

LAUNDRY ROOM

BATHROOM

1 1/2"

SOUND TESTED GLASS FIBER INSULATION (50 STC) (TYP.) 1 1/2"

1 1/2" (2) 2"X4"

C.O. WITH P-TRAP

D GROUND FLOOR

2" 4"

1 1/2" 4"

1 1/2"

EXTERIOR WALL - NOT FIRE RATED: 4" VINYL SIDING OVER TYVEX HOUSE WRAP BUILDING PAPER OVER 1/2" EXTERIOR SHEATHING NAILED TO 2"X4" STUDS AT 16" O.C. INNER LAYER 5/8" GYPSUM BOARD

CONNECT TO CITY SEWER AT STREET

2. 3. 4. 5.

2. 3.

8/17/2017 10:17:43 AM

5. 6.

PROVIDE 2"X4" SQUASH BLOCKS/WEB STIFFENERS PER TRUSS JOIST SPECIFICATIONS (TYP.)

RISER DIAGRAM

40 LT. GLENN ZAMORSKI DRIVE FOR

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

(2) 2X8 PRESSURE TREATED SILL WITH 1/2" 3/8 X 18" LONG ANCHOR BOLTS AT 8'0" O.C. (MIN. OF 2 PER BOARD LENGTH) FILL TOP TWO COURSES SOLID

ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBER AND SHALL BE IN ACCORDANCE WITH ALL CODES AND AGENCIES HAVING JURISDICTION. PLUMBING LAYOUT SHOWN IS DIAGRAMMATIC ONLY. WORK INCLUDES, BUT NOT LIMITED TO SOIL, WASTE, AND VENT PIPING INSTALLATION AND CONNECTION TO EXISTING SUPPLY AND SEWER. HOT AND COLD WATER PIPING, PLUMBING FIXTURES AND APPLIANCES AND GAS PIPING (WHERE APPLICABLE). ALL WATER PIPING BELOW CONCRETE FLOORS SHALL BE SOFT TEMPER, TYPE "K" COPPER TUBING, WATER PIPING ABOVE GROUND SHALL BE SOFT OR HARD COPPER TUBING. ALL PIPING INSIDE EXTERIOR WALLS SHALL BE INSULATED. ALL WASTE, SOIL, AND DRAINAGE PIPING SHALL BE P.V.C. SCHEDULE 40 PLASTIC PIPE. WHENEVER SUBSOIL DRAINAGE, FIXTURES, AND OTHER EQUIPMENT ARE SITUATED BELOW THE LEVEL OF INCOMING PUBLIC SEWER SERVICE USE SEWAGE EJECTORS, PUMPS AND OTHER RELATED EQUIPMENT AS REQUIRED TO EXPEL THE CONTENTS INTO THE PUBLIC SEWERS. (I.E. BACKFLOW PREVENTER) PROVIDE SHUT OFF VALVES TO ALL FIXTURES.

14-22 HIGH STREET ASSOCIATES, LLC

1 HR FIRE RATED R-19 FIBERGLASS BATT INSULATION (TYP.)

40-42 LT. GLENN ZAMORSKI DRIVE, ELIZABETH, NJ 07201

CONTINUOUS TERMITE SHIELD 2X4 STUDS 16" O.C. W/ 5/8" GYPSUM BOARD

EXTERIOR INSULATION AND FINISH SYSTEM

8" CMU WITH VERTICAL REINFORCEMENT EVERY OTHER COURSE

1/2" CEMENT PARGING

1/2" PREFORMED EXPANSION JOINT FILLER - SEAL ALL JOINTS WITH RADON SEALANT

12" CMU WALL - FILL SOLID WITH 3,000 PSI CONCRETE LADDER OR TRUSS TYPE REINFORCEMENT EVERY OTHER COURSE

MECHANICAL: 1.

FIRST FLOOR + 10' - 6"

1 1/4" TIMBERSTRAND LSL RIM BOARD

PLUMBING: 1.

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

WOOD FLOORING OVER 3/4" TOUNGE AND GROOVE PLYWOOD SUBFLOOR (GLUED AND NAILED) (TYP.)

NEW CONSTRUCTION

NOTE: PLUMBING RISER LAYOUT IS DIAGRAMMATIC AND TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL PLUMBING CODE BY A LICENSED PLUMBER

AI16116

Signature & License No.

R-13 FIBERGLASS BATT INSULATION

4" CONCRETE SLAB ON GRADE WITH 6X6 W-1.4X2-1.4 WWF ON 6 MIL VAPOR BARRIER OVER 4" CRUSHED STONE BASE (TYP.)

APPROXIMATE FINISH CONCRETE WALKWAY SLOPE AWAY FROM BUILDING (2%)

ALL WORK SHALL BE PERFORMED BY A LICENSED MECHANICAL CONTRACTOR AND SHALL BE IN ACCORDANCE WITH ALL CODES AND AGENCIES HAVING JURISDICTION. HEATING AND COOLING SYSTEMS SHALL BE DESIGNED AND SIZED BY THE CONTRACTOR TO MEET ALL REQUIREMENTS OF THE AREA OF THIS CONSTRUCTION. HEATING SYSTEM SHALL BE AUTOMATICALLY CONTROLLED WITH HUMIDITY ADJUSTMENTS. WALLS AND FLOORS BETWEEN TWO ZONES SHALL HAVE FIBERGLASS INSULATION. 3-1/2" THICK. EACH ZONE TO HAVE A THERMOSTAT CONTROL. CENTRAL AIR CONDITIONING (WHERE APPLICABLE) SHALL BE INSTALLED WITH COOLING COOLS ABOVE FURNACE AND CONDENSING UNIT OUTSIDE ON CONCRETE PAD ON GRADE - COORDINATE LOCATION WITH THE OWNER. SCREEN WITH FOLIAGE AS DIRECTED. INSTALL ALL DISTRIBUTION DUCTWORK, DIFFUSERS, AND RETURN GRILLES AS REQUIRED FOR A COMPLETE INSTALLATION. REFRIGERANT SECTION PIPING SHALL BE INSULATED TYPE "K" OR "L" HARD COPPER TUBING, SIZED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. FITTINGS SHALL BE WROUGHT COPPER SOLDER TYPE. ALL BATHROOMS WITH NO WINDOWS SHALL HAVE AN EXHAUST FAN FOR 100 C.F.M AND ALL KITCHENS SHALL HAVE AN EXHAUST FAN OVER RANGE/OVEN.

FILTER FABRIC - 12" MINIMUM FROM FOOTING - OVER GRANULAR DRAINAGE MATERIAL

GROUND FLOOR + 0' - 0"

2" RIGID INSULATION 24" VERTICAL AND HORIZONTAL AT PERIMETERS (TYP.)

03.31.17

ISSUED FOR PERMIT

No.

Date

Issue or Revision

Drawing Title

DETAILS, RISER DIAGRAM, AND WALL SECTION

CONTINUOUS MASONRY CANT

PROVIDE GROUNDING CLAMP AND STRAP FOR ELECTRICAL SYSTEM TO REINFORCEMENT BARS IN FOUNDATION

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

12" x 24" CONTINUOUS CONCRETE FOOTING WITH (3) #4 BARS CONTINUOUS Scale

USA Project No.

As indicated Drawing Date

2016-063 Drawing No.

03.31.17 Drawn By

Checked By

DAH

APA

A-4

PROJECT LOCATION: 2 CHARLOTTE HILL DRIVE BERNARDSVILLE, SOMERSET COUNTY NEW JERSEY, 07924

PORCH ROOF FOR

DRAWING LIST

MR. & MRS. DAMELIO

ARCHITECTURAL A-1 A-2

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

GENERAL NOTES & SITE PLAN NEW PORCH ELEVATION, FLOOR PLANS, SECTIONS, & DETAILS

DAMELIO RESIDENCE

usaarchitects.com Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

2 CHARLOTTE HILL DRIVE BERNADRDSVILLE, SOMERSET, NJ 07924 GENERAL NOTES

FOUNDATION NOTES

THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY. SURVEY THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE OF WORK.

ALL WORK/ CONSTRUCTION SHALL BE DONE IN STRICT ACCORDANCE WITH ALL FEDERAL, STATE & LOCAL CODES, ORDINANCES, RULES & REGULATIONS. WHERE SUCH CODES, RULES & REGULATIONS ARE AT VARIANCE WITH THE PLANS & NOTES: SAID CODES, RULES & REGULATIONS, ETC. SHALL TAKE PRECEDENCE OVER THE PLANS & NOTES.

WHERE REQUIRED FILL BENEATH THE BUILDING SHALL CONSIST OF CLEAN, INERT, WELL-GRADED GRANULAR FILL PLACED IN MAXIMUM 8 INCH LAYERS (LOOSE THICKNESS). FILL BENEATH FOOTINGS TO BE COMPACTED TO 98% OF THE MAXIMUM STANDARD DRY DENSITY (ASTM D-698). FILL UNDER SLAB TO BE COMPACTED TO 95% OF THE SAME STRENGTH. PLACEMENT AND COMP ACTION OF FILL TO BE SUPERVISED AND APPROVED IN WRITING BY A REGISTERED SOILS ENGINEER.

CONTRACTOR SHALL ANALYZE SOILS FOR CONSTRUCTION PURPOSES AND SHALL NOTIFY THE OWNER IMMEDIATELY AS TO ANY UNFORESEEN CONDITIONS.

USA ARCHITECTS PLANNERS + INTERIOR DESIGNERS, P.A.

WHERE FILLING IS NECESSARY TO MEET THE REQUIRED SLAB ELEVATIONS. PROVIDE GRANULAR FILL COMPACTED TO A MIN. COMPACTED DENSITY OF 95%.

20 North Doughty Avenue Somerville, NJ 08876

CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF ALL TEMPORARY EMBANKMENTS AND EXCAVATIONS.

CUT MISCELLANEOUS OPENINGS IN WALLS AND PARTITIONS FOR MECHANICAL AND ELECTRICAL TRADES. AS REQUIRED BY THE WORK OF SAID TRADES AND AS REQUIRED BY JOB CONDITIONS.

BACK FILL SHALL CONSIST OF NON-EXPANSIVE, FREE-DRAINING, PREDOMINANTLY GRANULAR MATERIAL, FREE OF DEBRIS AND ORGANIC MATERIAL.

THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE BUILDING CODES & REGULATIONS AND FOR OBTAINING ALL NECESSARY AND REQUIRED INSPECTIONS, APPROVALS AND PERMITS, NECESSARY TO PERFORM ALL WORK AND SERVICES HEREIN NOTED OR INDICATED ON THE DRAWINGS.

THESE DRAWINGS DO NOT CONTAIN COMPLETE SPECIFICATIONS, DETAILS, AND INFORMATION REQUIRED FOR THE INTERIOR FINISHES OF THE PROJECT. ADDITIONAL INFORMATION SHALL BE OBTAINED FROM THE OWNER.

UNLESS SHOWN ON THESE DRAWINGS, ALL MECHANICAL WORK, SUCH AS, BUT NOT LIMITED TO ELECTRICAL, PLUMBING, HEATING, AIR CONDITIONING, VENTILATING, SITE WORK ETC., ARE TO BE ESTABLISHED AND DESIGNED BY OTHER THAN ARCHITECT.

ALL MANUFACTURED MATERIALS, COMPONENTS, FASTENERS, ASSEMBLIES, ETC. SHALL BE HANDLED AND INSTALLED IN ACCORDANCE WITH MANUFACTURES INSTRUCTIONS AND RECOMMENDATIONS. WHERE SPECIFIC MANUFACTURED PRODUCTS ARE CALLED FOR, THE CONTRACTOR MUST NOTIFY THE OWNER OF ANY SUBSTITUTIONS BEFORE THEY ARE MADE.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED FOR SAFE EXECUTION AND COMPLETION OF WORK AND FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.

ANY ERRORS, OMISSIONS OR INCONSISTENCIES ON THESE DRAWINGS OR ANY VARIATIONS OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/ OR REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER IN WRITING AND RESOLVED AND DOCUMENTED IN WRITING BEFORE CONTINUING WITH THE WORK IN QUESTION.

IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER SHALL BE NOTIFIED IMMEDIATELY.

10.

ASSUME MINIMUM FIBER STRESS 1200 PSI FOR ALL STRUCTURAL BEAMS AND HEADERS UNLESS OTHERWISE NOTED.

11.

REMOVE RUBBISH FROM PREMISES AS OFTEN AS NECESSARY OR DIRECTED.

CONCRETE & MASONRY NOTES

12.

ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING SAME OVER TO OWNER.

13.

CAULKING, SEALANT AND EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALL AND FOUNDATION, BETWEEN WALL PANELS AT PENETRATIONS, OR UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS, AND ALL OTHER OPENINGS IN THE EXTERIOR ENVELOPE SHALL BE SEALED WITH AN APPROVED MANNER.

ALL CONCRETE SHALL BE PLACED IN THE DRY. NO CONCRETE SHALL BE PLACED LATER THAN 90 MINUTES AFTER MIXING HAS BEGUN. DEPOSIT CONCRETE IN ITS FINAL POSITION WITHOUT SEGREGATION AND REHANDLING.

ALL FRAMING TO BE IN CONFORMANCE WITH THE NATIONAL FOREST PRODUCTS 'MANUAL FOR HOUSE FRAMING' AND THE LATEST EDITION OF THE MOST CURRENT BUILDING CODE.

REINFORCING STEEL SHALL BE NEW BILLET HIGH STRENGTH STEEL OF U.S.A. MANUFACTURE CONFORMING TO LATEST A.S.T.M. A-615 GRADE 60 FABRICATED IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE OF THE C.R.S.I., UNLESS OTHERWISE NOTED AND PLACING OF REINFORCING SHALL BE IN ACCORDANCE WITH A.C.I. BUILDING CODE. MANUAL OF STANDARD PRACTICE, AND THE MOST CURRENT APPLICABLE BUILDING CODE.

REINFORCING SHALL HAVE 3" COVER IN FOOTINGS, 2" COVER ON MAIN REINFORCEMENT IN STEM WALLS.

REINFORCING BARS ARE CONTINUOUS UNLESS OTHERWISE NOTED. LAP MESH 12 INCHES AT SPLICES, LAP STEM WALL BARS 32 BAR DIAMETER AT SPLICES (MIN.).

14.

GENERAL STRUCTURAL NOTES DESIGN, FABRICATION, AND CONSTRUCTION OF WOOD FRAMING SHALL CONFORM WITH THE FOLLOWING CODES AND STANDARDS. 1.

SPLICE DOUBLE SOLE PLATES DIRECTLY OVER STUD. STAGGER SPLICE OF EACH PLATE.

ALL JOISTS AND RAFTERS SHALL BE RIGIDLY BRIDGED AT INTERVALS NOT EXCEEDING 8'-0”.

ALL MASONRY AND/OR CONCRETE WALLS BELOW GRADE SHALL BE DAMP-PROOFED (OR WATER PROOFED AS REQUIRED BY REGIONAL CONDITIONS.).

GUYS AND OTHER BRACING REQUIRED TO PROVIDE LATERAL STABILITY TO WOOD FRAMES SHALL BE ADEQUATELY SIZED AND ANCHORED. THIS BRACING SHALL REMAIN UNTIL PERMANENT BRACING ELEMENTS AND ATTACHED CONSTRUCTION IS INSTALLED.

ALL EXTERIOR SIDES OF CONCRETE BLOCK FOUNDATION WALLS SHALL BE DAMP PROOFED WITH 1/2" CEMENT PLASTER FULL HEIGHT AND TWO (2) COATS OF WATER RESISTANT ASPHALT PITCH BELOW GRADE.

THE WOOD STRUCTURE IS A NON-SELF-SUPPORTING FRAME AND IS DEPENDENT UPON DIAPHRAGM ACTION OF THE PANELS AND ATTACHMENT TO THE SHEAR WALLS FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES. PROVIDE ALL TEMPORARY SUPPORTS REQUIRED FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL THESE ELEMENTS ARE COMPLETE AND ARE CAPABLE OF PROVIDING THIS SUPPORT.

TOP OF ALL EXTERIOR FOOTING SHALL BE MINIMUM 3'-0" BELOW EXTERIOR FINISH GRADE.

ALL CMU TO BE LAID IN A FULL BED OF MORTAR.

ALL BOLTS AND LAG BOLTS SHALL BE FITTED WITH GALVANIZED, MALLEABLE IRON OR STEEL PLATE WASHERS.

10.

PROVIDE 1/2" BITUMINOUS FIBER EXPANSION JOINT AT THE INTERSECTION OF WALL AND SLAB.

11.

BASE AND TOP COURSE OF ALL MASONRY FOUNDATION WALLS SHALL BE FILLED SOLID WITH CONCRETE. PROVIDE SOLID BEARING UNDER ALL BEAMS AND GIRDERS.

5. 6.

ALL WOOD MEMBERS EXPOSED TO EXTERIOR TO BE PRESSURE TREATED.

PROVIDE FASTENERS, ANCHORS AND CONNECTORS WITH ADEQUATE CORROSION PROTECTION, WHERE IN CONTACT WITH TREATED WOOD. PROVIDE MINIMUM ZMAX COATING WHERE SIMPSON CONNECTORS ARE USED IN CONTACT WITH TREATED WOOD.

BASE DESIGN VALUES FOR ROOF/FLOOR JOIST FRAMING: DOUG-FIR NO. 1 AND NO.2 (FB = 850 PSI, FV = 180 PSI, E = 1,600,000 PSI) MINIMUM.

BASE DESIGN VALUE FOR WOOD STUDS AND BRACING: DOUG FIR STUD MINIMUM COMPRESSION PARALLEL TO GRAIN FC =850 PSI, MINIMUM TENSION PARALLEL TO GRAIN, FT = 400 PSI, MINIMUM COMPRESSION PERPENDICULAR TO GRAIN, 625 PSI.

10.

ALL PLYWOOD SHEATHING SHALL COMPLY WITH APA. PLYWOOD SHALL MEET C-D INTERIOR APA, STRUCTURAL I AND II C-D INTERIOR APA, OR STRUCTURAL I AND II C-C EXTERIOR APA. ATTACHMENT TO BE IN ACCORDANCE WITH IBC REQUIREMENTS. ALL PLYWOOD TO HAVE EXTERIOR GLUE.

11.

ROOF SHEATHING SHALL BE APA RATED SHEATHING, 19/32” THICK, 42/20.

12.

SCHEDULE WHEN JOINING TWO OR MORE FRAMING MEMBERS.

13.

HANGER CONNECTIONS FOR JOISTS, BEAMS, TRUSSES, AND MANUFACTURED WOOD FRAMING SHALL BE STRONG-TIE CONNECTORS BY SIMPSON (TRUS JOIST MACMILLAN).

14.

SEE INTERNATIONAL BUILDING CODE FOR MINIMUM BRACING AND FASTENING REQUIREMENTS.

15.

PROVIDE ADDITIONAL JOIST UNDER PARALLEL NON-LOADING BEARING PARTITIONS THAT RUN MORE THAN 1/3 THE SPAN OF THE JOIST. ANSI/TPI 1-1995 "DESIGN SPECIFICATIONS FOR METAL PLATE-CONNECTED WOOD TRUSS CONSTRUCTION AND COMMENTARY", TRUSS PLATE INSTITUTE. BUILDING COMPONENT SAFETY INFORMATION BCSI 1-03 “GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES,” WOOD TRUSS COUNCIL OF AMERICA AND TRUSS PLATE INSTITUTE.

DEMOLITION NOTES THE CONTRACTOR SHALL NOT CONSIDER THESE DEMOLITION AND ALTERATION NOTES TO BE ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH SPACE, AND TO FULFILL THE INTENT OF THE WORK INDICATED BY THE CONTRACT DOCUMENTS. VERIFY ALL DIMENSIONS WITHIN THE CONTRACT LIMITS. BRING DEVIATIONS FROM THE CONTRACT DOCUMENTS NECESSITATED BY FIELD CONDITIONS TO THE ATTENTION OF THE ARCHITECT. THE EXTENT OF DEMOLITION AND REMOVAL WORK IS SHOWN ON THE DRAWINGS AND INCLUDES, BUT IS NOT NECESSARILY LIMITED TO THE FOLLOWING:

1/31/2018 1:52:35 PM

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

CONTRACTOR SHALL INSTALL PLASTIC DUST BARRIERS DURING DEMOLITION AND CONSTRUCTION TO PROTECT THE OWNER FROM DUST AND FUMES.

CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF CONSTRUCTION DEBRIS.

FOR REQUIRED REMOVAL AND TERMINATION OF UTILITIES. COORDINATE ALL UTILITY SHUT-OFF W/OWNER PRIOR TO BEGINNING WORK.

PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL COORDINATE SEQUENCE OF WORK AND SCHEDULES FOR ALL WORK WITH OWNER.

CONTRACTOR SHALL PROVIDE PROTECTION TO EXISTING FINISHES TO REMAIN.

PROTECT, PATCH AND REPAIR ALL ADJACENT SURFACES WHICH ARE AFFECTED BY THE DEMOLITION OR REMOVAL OF ACCESSORIES TO THEIR ORIGINAL FORM AND FINISH (UNLESS OTHERWISE NOTED).

EXISTING ROOF TO REMAIN WHICH IS AFFECTED BY DEMOLITION, SHALL BE FINISHED TO MATCH NEW ADJACENT ROOF. PATCH AND REPAIR EXISTING ROOF TO MATCH NEW ROOF.

REMOVE PROJECTIONS, HANGERS, BOLTS, SCREWS AND NAILS FROM EXISTING SURFACES. FILL ALL GAPS AND PREPARE SURFACES TO RECEIVE NEW WORK AND FINISH.

REMOVE ALL EXISTING WALL OR MOUNTED ITEMS EITHER AS REQUIRED FOR REPAIR AND PAINTING OF ADJACENT WALL SURFACES, OR AS DESIGNATED BY OWNER TO BE REMOVED AND DISPOSED OF. THESE SHALL INCLUDE, BUT NOT BE LIMITED TO ALL EXISTING ELECTRICAL DEVICES SUCH AS SWITCHES, RECEPTACLES, THERMOSTATS, CONDUITS, ETC., AS WELL AS, INTERCOM/LOUDSPEAKERS AND MISCELLANEOUS SIGNAGE, ETC. PATCH AND REPAIR ALL DAMAGED WALL, FLOOR AND CEILING SURFACES AS REQUIRED.

12.

13.

ALL INTERSECTING MASONRY WALLS SHALL BE BONDED TOGETHER WITH METAL ANCHORS AT 3'-4" O.C. VERTICALLY.

14.

ALL FOUNDATION WALLS TO HAVE HORIZONTAL JOINT REINFORCING AT EVERY OTHER COURSE.

15.

ENVIRONMENTAL CONDITIONS - PROTECT MASONRY WORK FROM THE WEATHER AND OTHER PHYSICAL OR CLIMATIC CHANGES THAT INTERFERE WITH THE PROPER SETTING AND CURING. PROTECT WORK FROM THE RAPID EVAPORATION OF WATER FROM THE MORTAR UNTIL IT IS PROPERLY CURED. TAKE ALL NECESSARY PRECAUTIONS TO GUARD MASONRY WORK FROM CONSTRUCTION ABUSE. USE TARPAULINS AND/OR OTHER COVERING FOR THIS PURPOSE.

16.

DO NOT PLACE MASONRY UNITS WHEN AIR TEMPERATURE IS BELOW 48 DEGREES F.

17.

PROTECT FROM DIRECT EXPOSURE TO WIND AND SUN WHEN ERECTED IN AMBIENT AIR TEMPERATURE OF 99 DEGREES F. IN THE SHADE AND WITH RELATIVE HUMIDITY LESS THAN 50%.

18.

INSTALLATION - THE FOLLOWING CONDITIONS SHALL BE OBSERVED DURING THE INSTALLATION OF THE MASONRY SECTION OF THE CONSTRUCTION: A. B. C. D. E. F. G.

HORIZONTAL AND VERTICAL ALIGNMENT OF THE FOUNDATION IS WITHIN 1" OF PLUMB. LAY ONLY DRY MASONRY UNITS. USE MASONRY SAWS TO CUT AND FIT MASONRY UNITS. SET UNITS PLUMB, TRUE-TO-LINE AND WITH LEVEL COURSES ACCURATELY SPACED. CLEAN THE TOP SURFACE OF FOUNDATIONS FREE FROM DIRT, DEBRIS, AND LAITANCE, AND EXPOSE THE AGGREGATE PRIOR TO START OF INSTALLATION OF 1ST COURSE. ACCURATELY FIT THE UNITS TO PLUMBING, DUCTS, OPENINGS, AND OTHER INTERFERENCES.NEATLY PATCHING ALL HOLES. KEEP THE WALLS CONTINUALLY CLEAN, PREVENTING GROUT AND MORTAR STAINS. NOTE: UNLESS NOTED OTHERWISE, PROVIDE RUNNING BOND WITH VERTICAL JOINTS LOCATED AT THE CENTER OF

DESIGN TEAM ARCHITECT

PHONE #908-722-2300

AREA OF WORK

AI16116

Signature & License No.

EXISTING SITE PLAN SCALE: N.T.S.

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

PORCH ROOF

PROJECT INFORMATION FOR

PROJECT LOCATION:

2 CHARLOTTE HILL DRIVE BERNARDSVILLE, SOMERSET COUNTY NEW JERSEY 07924

MR. & MRS. DAMELIO

BUILDING CODE INFORMATION

ALL WORK SHALL COMPLY WITH ALL GOVERNING CODES, REGULATIONS AND ORDINANCES, ETC. COMPLIANCE WITH THE FOLLOWING STANDARDS (MOST RECENT VERSION) IS REQUIRED.

DAMELIO RESIDENCE 2 CHARLOTTE HILL DRIVE BERNADRDSVILLE, SOMERSET, NJ 07924

INTERNATIONAL RESIDENTIAL CODE NEW JERSEY 2015 USE GROUP:

"R-2" - RESIDENTIAL (ONE AND TWO FAMILY)

CONSTRUCTION TYPE:

V-A (COMBUSTIBLE)

SPRINKLERED:

AREA OF NEW ROOF:

150 SF

DESIGN LOADS:

ROOF: LL: 25# /SF DL: 10# /SF TL: 35# /SF

1 No.

01.19.18

PERMIT DRAWINGS

Date

Issue or Revision

Drawing Title

GENERAL NOTES & SITE PLAN Scale

USA Project No.

As indicated Drawing Date

2017-096 Drawing No.

01.19.18 Drawn By

Checked By

ApA

A-1

EXISTING BRICK COUNTER FLASHING 3/4" PLYWOOD TEMPALTE CUTOUT

ICE & WATER SHIELD EXISTING ROOF STRUCTURE TO REMAIN. PRESSURE TREATED 2X8

20 N. Doughty Avenue Somerville, NJ 08876 t 908.722.2300 f 908.722.7201

EXISTING GUTTER SYSTEM TO REMAIN. 5--A-2

EXISTING STRUCTURE

(2) 1/2" x 6" LAG SCREWS FASTENED TO EXISTING STRUCTURE @ 16" O.C. CURVED PORCH ROOF STRUCTURE WITH ATAS METAL ROOFING ARCH PANEL SYSTEM. COORDINATE WITH MANUFACTURER DETAILS.

SIMPSON CLIP JOIST

EXISTING RAILINGS TO REMAIN.

usaarchitects.com

1X12 ARCHITECTURAL FINISH PIECE

GUTTER SYSTEM (TO MATCH EXISTING STYLE & COLOR)

Paul R. Swartz, AIA Armand T. Christopher Jr., AIA Mark A. Coan, AIA Peter C. Campisano, AIA

Andrew P. Adornato, AIA Daniel J. Fortunato, AIA Mitch Miller, AIA, FCSI, CCS Susan M. DeHart, AIA

EXISTING DOOR, SIDELIGHTS, AND WINDOW ASSEMBLY TO REMAIN.

EXISTING BRICK STAIRS TO REMAIN.

COLUMN TO SUPPORT ROOF STRUCTURE. (TO MATCH EXISTING)

EXISTING GROUND FLOOR PLAN

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

EXISTING WINDOWS TO REMAIN.

NEW PORCH ROOF CONNECTION DETAIL SCALE: 3" = 1'-0"

9 A-2 EXISTING MASONRY FRONT STEPS TO REMAIN.

(2) 2x10 WOOD TOP PLATES 8 1/2"x11" GLULAM WOOD BEAM

DRY-BLOCK PIER SYSTEM

2x12

APPROX. GRADE

FASICA BOARD CONCRETE PIER, SEE DETAIL 8/A-2. GUTTER SYSTEM (TO MATCH EXISTING COLOR & STYLE)

CONCRETE FOOTING, SEE DETAIL 8/A-2.

WOOD BLOCKING 8 A-2

7'-0"

PROPOSED FRONT ELEVATION SCALE: 1/4" = 1'-0"

--EQ

EQ 12'-10" AI16116

Signature & License No.

8 A-2

A-2 -

PORCH ROOF

M AT C

11'-2"

NEW METAL ROOF ARC PANELS SYSTEM, COORDINATE WITH MANUFACTURER DETAILS.

---

EX Â± IS R TI 5' NG -6 " AR V. I.F C H . W IN D O W

COLUMN CAP, LAP AND NAIL TYP.

PRESSURE TREATED 2X8 JOISTS TO SUPPORT NEW ROOF STRUCTURE SPACED 12" O.C. (TYP.)

1 x 12 FASCIA BOARD (TO MATCH EXISTING STYLE & COLOR)

METAL FLASHING, PER MANUFACTURER

DRY BLOCK CAP W/ 1 1/2" REVEAL

COORDINATE WITH MANUFACTURER DETAILS FOR VAULTED TRIM FOR THE ROOF CONNECTION AT THE CORNERS OF EXISTING BUILDING FOR PROPER INSTALLATION OF METAL ROOF PANELS.

DRY BLOCK PIER SYSTEM, (TO MATCH EXISTING)

COLUMN TOP TRIM (MATCH EXISTING STYLE)

2 CHARLOTTE HILL DRIVE BERNADRDSVILLE, SOMERSET, NJ 07924

12"x12" CONCRETE PIER (APPROX.) GRADE (2) #5 BENT REBAR

DECORATIVE COLUMN COVER

PRESSURE TREATED 8 x 8 COLUMN WITH TIE-IN AT TOP AND BOTTOM.

#4 @ 24 TRANSVERSE (4) #5 BARS E.W. @ 8" O.C. 12" x 30" x 30" CONCRETE FOOTER

14'-10" 1'-0"

1/31/2018 1:52:39 PM

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

COLUMN BASE TRIM (MATCH EXISTING STYLE).

4" LAYER OF CRUSHED STONE COMPACTED TO 95" SPD

2'-6"

NEW PORCH ROOF SECTION SCALE: 1/2" = 1'-0"

PIER FOUNDATION DETAIL SCALE: 1/2" = 1'-0"

No.

01.19.18

PERMIT DRAWINGS

Date

Issue or Revision

Drawing Title

NEW PORCH ELEVATION, FLOOR PLANS, SECTIONS, & DETAILS

EARTH BELOW TO BE COMPACTED TO 95" SPD FOR NEW STRUCTURAL FOOTING.

A-2 ---

DAMELIO RESIDENCE

STEEL REBAR FOR SUPPORT OF DRYBLOCK SYSTEM.

GUTTER SYSTEM OVER NEW WOOD FASCIA BOARDS (TO MATCH EXISTING STYLE & COLOR) 7 A-2

WELL-GRADED GRANULAR WALL ROCK FILL

PRESSURE TREATED WOOD STRUCTURAL COLUMN AND BEAM SYSTEM TO SUPPORT ROOF, SEE DETAIL 7/A-2.

RA DI US

FOR

MR. & MRS. DAMELIO

11"

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

METAL ARC PANELS ROOFING SYSTEM BY ATAS INTERNATIONAL OR APPROVED EQUAL.

9'-3"

GROUND FLOOR PLAN 5--A-2

9'-2"

This Document is the property and copyright of USA Architects for the specified project and shall not be used or reproduced without authorization.

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

10'-2"

GLULAM ROOF SUPPORT DETAIL

3'-9" 3'-6"

STRUCTURAL COLUMN DETAIL SCALE: 1/2" = 1'-0"

Scale

USA Project No.

As indicated Drawing Date

2017-096 Drawing No.

01.19.18 Drawn By

Checked By

ApA

A-2