24 010_ISSUED FOR ZONING

REVISIONS: # DESCRIPTION: DATE: ISSUED FOR PERMITS 4/10/2024 NOTE: THIS DRAWING IS APPROVED ONLY FOR THE SCOPE OF WORK INDICATED ON THE DRAWINGS. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR CONSIDERED AS EITHER BEING APPROVED BY THIS ARCHITECT AND HIS CONSULTANTS OR IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS DN LIVING ROOM LIVING ROOM LIVING ROOM LIVING ROOM BEDROOM SLEEPING SLEEPING CL CL CL CL CL hall BATH BATH BATH BATH ldry ldry ldry KITCHEN KITCHEN KITCHEN KITCHEN hall hall hall EFFICIENCY APT #4 1-BEDROOM APT #5 1-BEDROOM APT #6 EFFICIENCY APT#7 2'-0" 11'-11" 23'-11" 2'-0"10'-6" 18'-8" 22'-10" 13'-11" 9'-5" 29'-11" 7'-5"3'-7"13'-5" 5'-0"5'-0" 5'-0" 8'-0" 11'-11"6'-4" 4'-7" 0" CL BEDROOM CL 4" 11'-11" 14'-0"12'-4" 11'-0" 11'-6" NEW STEEL COLUMN TO ALIGN WITH COLUMN BELOW NEW STEEL COLUMN TO ALIGN WITH COLUMN BELOW 44" GFI GFI GFI 44" GFI 44" GFI GFI GFI OFFICE 7'-0" OFFICE CL 10'-3"5'-8"2'-0" 3'-0"5'-0" 8'-5" 16'-1" 8'-1" 44" GFI 44" GFI 44" GFI D/W GFI GFI D/W GFI GFI D/W GFI GFI 44" GFI 44" GFI 44" GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI 44" GFI 44" GFI 44" GFI 44" GFI NEW STAIR TO MATCH EXISITNG STAIR DESIGN BELOW AS ALLOWED PER CODE W12X53 (A992) ASTM STEEL W12X53 (A992) ASTM STEEL 14" TJI® 560 @ 16" OC ROOF JOISTS 14" TJI® 560 @ 16" OC ROOF JOISTS 14" TJI® 560 @ 16" OC ROOF JOISTS 14" TJI® 560 @ 16" OC ROOF JOISTS W12X53 (A992) ASTM STEEL W12X53 (A992) ASTM STEEL A WH WH WH WH 2'-0" 5'-0" 5'-0" 5'-0" 2'-0" GAS CHASE E.P. E.P. E.P.E.P. CONCRETE PAN TREAD STEEL STAIR SHALL BE DESIGNED IN ACCORDANCE WITH 1BC NJ EDITION OF THE NJ UNIFORM CONSTRUCTION CODE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND BE SEALED BY AN ENGINEER LICENSED TO PRACTICE IN NEW JERSEY. GUARD RAIL HEIGHT SHALL BE 42" ABOVE STAIR NOSING AND LANDING. HAND RAIL HEIGHT SHALL BE 36" ABOVE STAIR NOSING. GUARD RAIL BALUSTER SPACING SHALL NOT ALLOW THE PASSAGE OF A 4" DIA. SPHERE BETWEEN THE BALUSTERS. STAIR NOTES 1. 2. 3. 4. 5. 10. 9. 8. 7. 6. EXTEND HAND RAILS HORIZONTALLY 12" BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. STAIR SHALL SUPPORT A UNIFORM LIVE LOAD OF 100 PSF AND A MINIMUM CONCENTRATED LIVE LOAD ON TREADS OF 300 LBS ON 4 SQUARE INCHES. HAND RAILS AND GUARD RAILS SHALL SUPPORT 50 LBS PER LINEAR FOOT IN ANY DIRECTION A THE TOP. HAND RAILS AND GUARD RAILS SHALL SUPPORT A

M CONCENTRATED LIVE LOAD ON TREADS OF 300 LBS ON 4 SQUARE INCHES. HAND RAILS AND GUARD RAILS SHALL SUPPORT 50 LBS PER LINEAR FOOT IN ANY DIRECTION A THE TOP. HAND RAILS AND GUARD RAILS SHALL SUPPORT A SINGLE CONCENTRATED LOAD OF 200 LBS PER LINEAR FOOT IN ANY DIRECTION AT THE TOP. PROVIDE A MINIMUM OF 1 1/2" CLEARANCE BETWEEN THE HAND RAIL AND WALL OR OTHER SURFACE. 1. TEMPERED GLASS TO BE INSTALLED WHERE REQUIRED BY CODE, NOT LIMITED TO: 1.1. ANY WINDOW OR SIDELIGHT WITHIN 24 INCHES HORIZONTALLY OF A DOOR MUST BE TEMPERED. 1.2. ANY WINDOW OR SASH THAT IS 9 SQUARE FEET OR MORE AND IS 18 INCHES OR LESS FROM A FLOOR MUST BE TEMPERED. 1.3. ANY WINDOW WITHIN A TUB OR SHOWER AREA THAT IS LESS THAN 60 INCHES FROM THE FLOOR OF THE TUB MUST BE TEMPERED. 1.4. ANY WINDOW ON A STAIRCASE LANDING OR WITHIN 60 INCHES A STAIRCASE TREAD MUST BE TEMPERED. ALL WINDOWS SHALL HAVE LOW 'E' GLASS, DOUBLE GLAZED. OWNER SHALL CONFIRM STYLE, COLOR AND ACCESSORIES. SUBSTITUTIONS MUST MEET ENERGY CODE REQUIREMENTS. CONTRACTOR RESPONSIBLE FOR WINDOW COUNT. NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR SHALL VERIFY ROUGH OPENING DIMENSIONS PRIOR TO FRAMING FOR DOORS AND WINDOWS W12X53 (A992) ASTM Steel 14" TJI® 560 @ 16" OC ROOF JOISTS WITH JOIST TOP FLANGE HANGERS 6" x 6" x 1/4" STEEL TUBULAR COLUMN 10" X 10" X 3/8" STEEL PLATE WELDED TO TOP OF COLUMN BOLTED TO BEAM WITH (4) 1/2" DIA. BOLTS 2"x10" WOOD BLOCKING CUT TO FULL WIDTH BOLTED TO STEEL BEAM WITH 1/2" BOLTS AT 24" O.C. STAGGERED PATTERN. COUNTERSINK BOLT HEADS 14" TJI® 560 @ 16" OC ROOF JOISTS WITH JOIST TOP FLANGE HANGERS 5/8" PLYWOOD BUILT UP INSULATION. SEE ROOF PLAN FOR FINISH DETAILS. SLOPE TO DRAIN 2"x6" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD ON INSIDE OF WALL WITH R-21 FIBERGLASS BATT INSULATION EXTERIOR WALL FINISH ON WEATHER RESISTANT BARRIER ON 1/2" PLYWOOD OR EQUAL OSB EXTERIOR WALL TYPE TYPICAL1 2 2"x4" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD ON BOTH SIDES OF WALL INTERIOR WALL TYPE INSTALL 4" SOUND ATTENUATION BLANKET AT ALL BATHROOM WALLS AND BEDROOMS THIRD FLOOR CONSTRUCTION PLAN DRAWING TITLE: JASON PEIST, AIA - ARCHITECT CHANGE OF USE- ADD A LEVEL 172-174 MAIN ST WEST ORANGE, NJ 07052 BLOCK 89, LOT 6 ESSEX COUNTY ARCHITECTURAL LICENSE #: NJ# 21AI02035200 NY# 039598 PA# RA410300 CT# ARI.0015695 RI# ARC.0005736 drawings, specifications & other documents, both paper copies and in electronic

89, LOT 6 ESSEX COUNTY ARCHITECTURAL LICENSE #: NJ# 21AI02035200 NY# 039598 PA# RA410300 CT# ARI.0015695 RI# ARC.0005736 drawings, specifications & other documents, both paper copies and in electronic form, prepared by jason peist and consultants are instruments of service for use solely for this project. they may not be used for any purposes beyond the scope of this contract without written permission from jason peist. unlawful use of instruments of service shall be prosecuted to the full extent of the law. © COPYRIGHT 2024 JASON PEIST ARCHITECT, LLC 171 BROAD ST. MATAWAN, NJ 07747 732-379-0743 | info@jasonpeist.com 4/10/24 DATE: JOB NUMBER: SCALE: AS NOTED DRAWN BY: J.R.P. DRAWING NUMBER A-103 OF 24-010 17 3 SCALE: 1/4"=1'-0" THIRD FLOOR PLAN 7 SHEET: A SCALE: 1 1/2"=1'-0" ROOF BEAM DETAIL