24 010_ISSUED FOR ZONING

REVISIONS: # DESCRIPTION: DATE: ISSUED FOR PERMITS 4/10/2024 TYPICAL HANDRAIL DETAILA 11" MIN. 12 GAGE RISER AND TREAD 1-1/4" X 1-1/4" X 1/8" CARRIER ANGLE WELDED TO STRINGER 10" CHANNEL WALL BRACKET FASTENED TO WALL. END CAP WELDED CLOSED, FLUSH WITH WALL, TYPICAL. CONCRETE FILLED TREADS 1" RADIUS NOSING SEE STAIR SECTION SEE STAIR SECTION 6" FAN CORNER AND FASTEN WINDOW FLANGE DRIP CAP INSTALL DRIP CAP AT WINDOW HEAD DO NOT APPLY SEALANT ACROSS SILL FLEXWRAP, STRAIGHTFLASH AND WEATHERIZATION SEALANT BY DUPONT, OR EQUAL PRODUCTS: TAPE DIAGONAL WRB SEAMS INSTALL HEAD FLASHING OVER LAPPING JAMB FLASHING. FOLD DOWN FLAP OF WRB OVER HEAD FLASHING. TAPE DIAGONAL WRB SEAMS. TAPE WRB TO FACE OF DRIP CAP JAMB FLASHING OVER LAPS FLEXWRAP SILL FLASHING COMPLETELY RAISED FLAP OF WRB RAISED FLAP OF WRB INSTALL JAMB FLASHING OVER WINDOW FLANGE AND OVER LAPPING FLEXWRAP AT SILL. FLASHING INSTALL WINDOW ON TOP OF SEALANT AND FLEXWRAP. FOLLOW MFR'S WRITTEN INSTALLATION INSTRUCTIONS SEALANT ON 3 SIDES APPLY BEAD OF SEALANT ON JAMBS AND HEAD. FLEXWRAP RUN FLEXWRAP 6" UP JAMB CUT FLEXWRAP 12" LONGER THAN ROUGH OPENING WIDTH. ALIGN WITH INSIDE EDGE OF SILL AND FOLD DOWN MIN 3" ONTO FACE OF WALL. FAN CORNERS AND FASTEN CORNERS WITH MFR'S REQUIRED FASTENERS FLEXWRAPWEATHER RESISTANT BARRIER (WRB) WRAP WRB AROUND ROUGH OPENING AT JAMBS AND SILL, TRIM AND SECURE TO INSIDE OF WALL. CUT THE BARRIER ON A DIAGONAL. RAISE THE TOP FLAP OF THE BARRIER UP AND TAPE TO THE EXTERIOR WRB SURFACE ABOVE. WEATHER RESISTANT BARRIER (WRB) 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 FIRE STOPPING PRODUCT NUMBERS REFER TO 3M FIRE PROTECTION PRODUCTS, OR EQUAL. CONTRACTOR SHALL SUBMIT MFR'S PRODUCT LITERATURE TO ARCHITECT FOR REVIEW. THROUGH PENETRATION FIRESTOPPING APPLICATION SHALL BE BY A CONTRACTOR CERTIFIED BY THE MANUFACTURER TO PROPERLY PREPARE AND APPLY THEIR PRODUCTS ACCORDING TO THEIR WRITTEN INSTRUCTIONS. MANUFACTURER'S REPRESENTATIVE SHALL REVIEW THE

APPLICATION SHALL BE BY A CONTRACTOR CERTIFIED BY THE MANUFACTURER TO PROPERLY PREPARE AND APPLY THEIR PRODUCTS ACCORDING TO THEIR WRITTEN INSTRUCTIONS. MANUFACTURER'S REPRESENTATIVE SHALL REVIEW THE PROJECT CONDITIONS AND REQUIREMENTS AND SELECT THE MOST APPROPRIATE PRODUCT TO BEST ACHIEVE THE REQUIRED ONE HOUR FIRE PROTECTION. PRODUCT LITERATURE SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO APPLICATION OF THE FIRE RESISTIVE MATERIAL. WALL ASSEMBLY - GYPSUM BOARD AND METAL STUD 1 METALLIC PIPE OR CONDUIT2 CAULK CP 25WB3 W-L-1001 1, 2, 3 AND 4 HOUR FIRE RATING SECTION A-A 1 3 2 A A APRON FLASHING STEP FLASHING BACKER FLASHING OPTIONAL HEMMED EDGES (SHOP FORMED FLASHING WITH SOLDERED OR SEALED CORNERS) NOTES: 1. FLASHING DIMENSIONS WILL VARY ACCORDING TO LOCAL WEATHER CONDITIONS, SIZE, LOCATION, SLOPE OF ROOF, AND TRIBUTARY WATER AREA. 2. A SADDLE FLASHING WILL BE ALLOWED FOR PENETRATIONS LESS THAN 30" IN WIDTH. EXTEND A MINIMUM OF 6" OR TO TOP OF CURB AND 14" UP ROOF SLOPE. 3. A CRICKET FLASHING IS RECOMMENDED FOR PENETRATIONS EQUAL TO OR GREATER THAN 30" IN WIDTH TO PROMOTE POSITIVE RUNOFF. 4. ONE LAYER OF NO. 30 ASPHALT-SATURATED FELT COMPLYING WITH ASTM D-226 TYPE II (ASTM D4869 TYPEIV), OR APPROVED EQUAL AS A MINIMUM UNDERLAYMENT ON ALL TILE ROOF APPLICATIONS. OTHER UNDERLAYMENTS AS APPROVED BY LOCAL BUILDING OFFICIALS WILL BE ALLOWED. 5. DIMENSIONS SHOWN ARE MINIMUMS AND ARE INTENDED TO BE APPROXIMATE TO ALLOW FOR REASONABLE TOLERANCES DUE TO FIELD CONDITIONS. 6. MALEABLE METAL OPTIONAL FOR PROFILED TILE. APRON FLASHING STEP FLASHING BACKER FLASHING OPTIONAL HEMMED EDGES (SHOP FORMED FLASHING WITH SOLDERED OR SEALED CORNERS) NOTES: 1. FLASHING DIMENSIONS WILL VARY ACCORDING TO LOCAL WEATHER CONDITIONS, SIZE, LOCATION, SLOPE OF ROOF, AND TRIBUTARY WATER AREA. 2. A SADDLE FLASHING WILL BE ALLOWED FOR PENETRATIONS LESS THAN 30" IN WIDTH. EXTEND A MINIMUM OF 6" OR TO TOP OF CURB AND 14" UP ROOF SLOPE. 3. A CRICKET FLASHING IS RECOMMENDED FOR PENETRATIONS EQUAL TO OR GREATER THAN 30" IN WIDTH TO PROMOTE POSITIVE RUNOFF. 4. ONE LAYER OF NO. 30 ASPHALT-SATURATED FELT COMPLYING WITH ASTM D-226 TYPE II (ASTM D4869 TYPEIV), OR APPROVED EQUAL AS A MINIMUM UNDERLAYMENT ON ALL TILE ROOF APPLICATIONS. OTHER UNDERLAYMENTS AS APPROVED BY LOCAL BUILDING OFFICIALS WILL BE ALLOWED. 5. DIMENSIONS SHOWN ARE MINIMUMS AND ARE INTENDED TO BE APPROXIMATE

S A MINIMUM UNDERLAYMENT ON ALL TILE ROOF APPLICATIONS. OTHER UNDERLAYMENTS AS APPROVED BY LOCAL BUILDING OFFICIALS WILL BE ALLOWED. 5. DIMENSIONS SHOWN ARE MINIMUMS AND ARE INTENDED TO BE APPROXIMATE TO ALLOW FOR REASONABLE TOLERANCES DUE TO FIELD CONDITIONS. 6. MALEABLE METAL OPTIONAL FOR PROFILED TILE. APRON FLASHING STEP FLASHING BACKER FLASHING OPTIONAL HEMMED EDGES (SHOP FORMED FLASHING WITH SOLDERED OR SEALED CORNERS) NOTES: 1. FLASHING DIMENSIONS WILL VARY ACCORDING TO LOCAL WEATHER CONDITIONS, SIZE, LOCATION, SLOPE OF ROOF, AND TRIBUTARY WATER AREA. 2. A SADDLE FLASHING WILL BE ALLOWED FOR PENETRATIONS LESS THAN 30" IN WIDTH. EXTEND A MINIMUM OF 6" OR TO TOP OF CURB AND 14" UP ROOF SLOPE. 3. A CRICKET FLASHING IS RECOMMENDED FOR PENETRATIONS EQUAL TO OR GREATER THAN 30" IN WIDTH TO PROMOTE POSITIVE RUNOFF. 4. ONE LAYER OF NO. 30 ASPHALT-SATURATED FELT COMPLYING WITH ASTM D-226 TYPE II (ASTM D4869 TYPEIV), OR APPROVED EQUAL AS A MINIMUM UNDERLAYMENT ON ALL TILE ROOF APPLICATIONS. OTHER UNDERLAYMENTS AS APPROVED BY LOCAL BUILDING OFFICIALS WILL BE ALLOWED. 5. DIMENSIONS SHOWN ARE MINIMUMS AND ARE INTENDED TO BE APPROXIMATE TO ALLOW FOR REASONABLE TOLERANCES DUE TO FIELD CONDITIONS. 6. MALEABLE METAL OPTIONAL FOR PROFILED TILE. STUCCO COLOR SHALL BE SELECTED BY ARCHITECT FROM FULL RANGE OF MANUFACTURER'S COLORS. CONTROL JOINTS SHALL NOT EXCEED 18 FT IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2.5 TO 1 IN ANY SINGLE STUCCO PANEL. PORTLAND CEMENT SHALL CONTAIN FIBER CONTENT. 1/8" FINISH COAT ON 3/8" SCRATCH COAT ON 3/8" BROWN COAT ON GALVANIZED EXPANDED METAL LATH ON WATER RESISTIVE BARRIER ON 7/8" GALVANIZED 16 GAGE METAL FURRING PORTLAND CEMENT STUCCO NOTES STUCCO IS A 3 COAT SYSTEM CONSISTING OF: INSIDE AND OUTSIDE CORNER DETAILS ABUTTING ANOTHER MATERIAL DETAIL EXPANSION JOINT DETAIL WEEP SCREED DETAIL AT TOP OF FOUNDATION WALL APPROVED PVC ACCESSORIES MAY BE SUBSTITUTED FOR GALVANIZED STEEL ACCESSORIES UPON REVIEW BY ARCHITECT. MATCH EXISTING STUCCO FINISH TEXTURE AND COLOR. INSTALLATION SHALL COMPLY WITH: ASTM C 926-06 SPECIFICATION FOR APPLICATION OF PORTLAND CEMENT-BASED PLASTERASTM C 1063-08 STANDARD SPECIFICATION FOR INSTALLATION OF LATHING AND FURRING TO RECEIVE INTERIOR AND EXTERIOR PORTLAND CEMENT-BASED PLASTER WIRE TIE JOINT FLANGES TO LATH. DO NOT NAIL TO SUBSTRATE GALVANIZED STEEL EXPANSION JOINT. 7/8" THCK 3 COAT CEMENT

OF LATHING AND FURRING TO RECEIVE INTERIOR AND EXTERIOR PORTLAND CEMENT-BASED PLASTER WIRE TIE JOINT FLANGES TO LATH. DO NOT NAIL TO SUBSTRATE GALVANIZED STEEL EXPANSION JOINT. 7/8" THCK 3 COAT CEMENT STUCCO HEAD, JAMB AND SILL 7/8" THCK 3 COAT CEMENT STUCCO WINDOW FRAME OR TRIM TROWEL CUT BROWN AND FINISH COATS TO FORM 3/8" WIDE GROOVE FOR SEALANT BOND BREAKER AND SEALANT CAULK JOINT ALTERNATE - 2 GALVANIZED CASING BEADS. CAULK JOINT GALVANIZED STEEL INSIDE CORNER JOINT. 7/8" THCK 3 COAT CEMENT STUCCO GALVANIZED CORNER BEAD DETAILS 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 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-401 OF 24-010 1714 SHEET: 3 NO SCALE (DOORS SIMILIAR) WINDOW FLASHING DETAILS 1 NOT TO SCALE STAIR RISER DETAIL