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3/ <br />A <br />5 <br />. <br />2 <br />2/ <br />A <br />5 <br />. <br />1 <br />1/A5.2 <br />1/ <br />A <br />5 <br />. <br />1 <br />2/A5.2 <br />3/A6.2 <br />4/ <br />A <br />5 <br />. <br />2 <br />3 <br />D0.4 <br />6 <br />D0.4 <br />9 <br />D0.4 <br />15 <br />D0.4 <br />12 <br />D0.4 <br />1/4:12 <br />SLOPE <br />1/4:12 <br />SLOPE <br />1/4:12 <br />SLOPE <br />1/4:12 <br />SLOPE <br />OPEN TO <br />GARAGE LEVEL <br />3 <br />TYP <br />16 <br />10 <br />12 <br />TYP <br />17 <br />TYP <br />6 <br />TYP <br />17 <br />TYP <br />1 <br />TYP <br />1 <br />TYP <br />3 <br />TYP <br />14 <br />2 <br />TYP <br />2 <br />TYP <br />13 <br />TYP <br />17 <br />TYP <br />13 <br />TYP <br />11 <br />5 <br />TYP <br />3 <br />TYP <br />5 <br />TYP <br />4 <br />TYP <br />4 <br />TYP <br />2' <br />- <br />0 <br />" <br />3'-0"2' <br />- <br />0 <br />" <br />2'-0" <br />2' <br />- <br />0 <br />" <br />2'-0" <br />2' <br />- <br />0 <br />" <br />13 <br />TYP <br />13 <br />TYP <br />32 <br />2 <br /> <br />N <br />. <br /> <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br /> <br />B <br />L <br />V <br />D <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />SHEET NUMBER <br />2 0 2 4 0 1 0 <br />SHEET TITLE <br />PROJECT NUMBER <br />REVISIONS <br />NO.DATE NO.DATE <br />HANNOUCHE ARCHITECTS <br />EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT <br />AND OTHER PROPERTY RIGHTS INHERENT IN <br />THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, <br />FIELD NOTES AND ASSOCIATED DOCUMENTS <br />ARE INSTRUMENTS OF SERVICE AND ARE THE <br />PROPERTY OF HANNOUCHE ARCHITECTS. <br />ALL INFORMATION CONTAINED IN THESE DRAWINGS, <br />ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED <br />DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT <br />BE REPRODUCED, DISCLOSED, CHANGED, COPIED, <br />OR USED OTHERWISE IN ANY FORM OR MANNER <br />WHATSOEVER, WITHOUT FIRST OBTAINING THE <br />EXPRESSED WRITTEN PERMISSION AND CONSENT <br />OF HANNOUCHE ARCHITECTS. <br />HANNOUCHE ARCHITECT c 2021 <br />HANNOUCHE <br />ARCHITECTS <br />949.261.2070 <br />SAMIR HANNOUCHE, ARCHITECT <br />20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 <br />May 9, 2025 <br />1 CORR <br />12/10/24 <br />BLDG <br />A CORR <br />3/18/25 <br />OCFA <br />2 CORR <br />4/09/25 <br />BLDG <br />DATE SIGNED2 <br />3 CORR <br />5/09/25 <br />BLDG <br />A3.1 <br />ROOF <br />PLAN <br />SCALE: 1/8" = 1'-0" <br />ROOF PLAN <br />MECHANICAL EQUIPMENT (MAINTENANCE) SERVICE WALKWAY <br />PADS, 36" WIDE. <br />30" X 54" ATTIC ACCESS DOOR AT CEILING BELOW- 1-HOUR FIRE RATED <br />ASSEMBLY WITH KEY LOCKING HARDWARE. SEE DETAIL X/ADX.X <br />LEGEND <br />PRIMARY ROOF SLOPE: 1/4" PER FT. MIN. SLOPE TO <br />SPECIFIED HEIGHTS. <br />1/4:12 <br />SLOPE <br />4'-0" WIDE NO ROOF PENETRATION ZONE BOTH SIDES OF FIRE WALL <br />C.B.C. SECTION 706.6. NO PENETRATIONS PERMITTED. <br />AIR CONDITIONING CONDENSER LOCATION - PER MECHANICAL PLAN FOR <br />ACTUAL LOCATIONS <br />LOW ROOF <br />SLOPE OR <br />HIGH ROOF <br />FLAT ROOF <br />SEE PLAN SHIP LADDER PER FIRE <br />DEPARTMENT ACCESS <br />REQUIREMENTS. <br />SEE DETAIL 2/A9.16 <br />ELEVATIONSECTION PLAN VIEW <br />CRICKET 1/4" PER FOOT MIN. SLOPE (U.N.O.) <br />SPOT ELEVATION, INDICATES ELEVATION AS <br />SHOWN OR WHERE SHOWN AND LABELED. <br />MECHANICAL SHAFT VENT COVER, SEE MECHANICAL DRAWINGS. FLASH <br />PENETRATION AT ROOF <br />ILLUMINATED EXIT SIGN W/ BATTERY BACK-UP & FLOOR LEVEL EXIT SIGN PER <br />CBC 1011. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. <br />T.O.S. X'-X" <br />COMBINATION ROOF DRAIN AND OVERFLOW DRAIN. PROVIDE MAIN DRAIN <br />PIPING AS INDICATED ON ROOF PLAN. PROVIDE OVERFLOW DRAIN PIPING <br />TO SCUPPER OUT OF BUILDING ABOVE TOP PLATE. SEE DETAIL X/XX <br />ROOF TIEBACK WITH CATENARY LINE <br />ATTIC VENTILATION CALCULATION PER C.B.C. SECTION 1203.2 ATTIC SPACES: <br />ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE <br />APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF FRAMING MEMBERS SHALL HAVE <br />CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS <br />PROTECTED AGAINST THE ENTRANCE OF RAIN AND SNOW. BLOCKING AND BRIDGING <br />SHALL BE ARRANGED SO AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR. A <br />MINIMUM OF 1 INCH (25 MM) OF AIRSPACE SHALL BE PROVIDED BETWEEN THE <br />INSULATION AND THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT <br />BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. <br />ATTIC VENT CALCULATION <br />1.1/150th OF THE ATTIC AREA IS THE MINIMUM AREA REQUIRED FOR FREE AIR <br />MOVEMENT VENTILATION. <br />2.SECTION 1203.2.1: OPENINGS FOR VENTILATION SHALL BE COVERED WITH <br />CORROSION-RESISTANT METAL MESH WITH MESH OPENINGS A MINIMUM OF 1/16 <br />INCH AND NOT TO EXCEED 1/4 INCH IN DIMENSION. <br />B. <br />A. <br />C. <br />D. <br />DIVIDE (A) BY 150 TO YIELD SQUARE FEET OF REQUIRED FREE AIR MOVEMENT <br />TO BE PROVIDED BY APPROVED VENTS. <br />MULTIPLY (B) BY 144 TO CONVERT THE CALCULATION INTO SQUARE INCHES OF <br />REQUIRED FREE AIR MOVEMENT. <br />BASIS OF DESIGN: ATTIC VENT IS THE "C.J. METAL GRAVITY VENT #VIN363" <br />FREE AREA 535 SQ. IN. <br />SQUARE FOOTAGE OF ATTIC AREA. <br />ATTIC VENTILATION CALCULATION: <br />WET STANDPIPE <br />MECHANICAL SCREEN <br />9 <br />2-HR WALL ASSEMBLY - 2 x 6 WOOD STUDS AT 16" O.C. WITH 5 12" <br />BATT INSULATION. PROVIDE 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON <br />STAIR SIDE AND 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON 7 8" x 25 GA. <br />HORIZONTAL FURRING CHANNELS ON ROOM SIDE. WALLS SHALL <br />EXTEND FROM FLOOR TO BOTTOM OF DECK ABOVE UNLESS <br />NOTED OTHERWISE. - U.L. DESIGN NO. U301 (STC=55) <br />ROOF GENERAL NOTES <br />LINE OF OVERHANG BELOW <br />LINE OF DECK BELOW <br />5.INSTALL ROOFING MATERIALS OVER MIN. 30# ROOFING FELT PER <br />MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. <br />ROOF CRICKET. SLOPE 1/4" PER FT. MIN. PERPENDICULAR TO PRIMARY <br />DRAINAGE. SLOPE TO SPECIFIED HEIGHTS. <br />PARAPET WALL - PER DETAIL 3/D1.1 U.N.O. PROVIDE 24 GA. GALV. COPING <br />TYPICAL AT ALL PARAPETS. <br />ROOF SCUPPER WITH OVEFLOW AND DOWN SPOUT .SEE DETAIL 6/D1.2 & <br />3/D1.2. <br />WET STANDPIPE, CLASS 1, PENETRATE STAIR ENCLOSURE FOR ROOF <br />ACCESS FOR FIRE DEPARTMENT USE. SEE FIRE PROTECTION DWGS BY <br />OTHERS FOR ADDITIONAL INFO & DETAILS. <br />ELEVATOR HOIST WAY VENT - 36"x24" TO PROVIDE A MIN. OF 3 SQ. FT. OF <br />VENTILATION PER 2022 CBC SECT 3004.3 <br />EQUIPMENT PLATFORM PER DETAILS 7/D1.2 <br />A/C CONDENSER LOCATION. REFER TO MECHANICAL DWGS FOR <br />EQUIPMENT LAYOUT. <br />MAINTENANCE SERVICE WALKING PAD; 36" WIDE. <br />2 HOUR SHAFT LOCATION. <br />TANKLESS WATER HEATER LOCATION, REFER TO PLUMBING DRAWINGS <br />ROOF KEY NOTES <br />7 <br />6 <br />2 <br />1 <br />9 <br />3 <br />4 <br />5 <br />8 <br />2.A. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR <br />ADDITIONAL ROOF TOP INFORMATION. <br />B. PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND <br />ROOF CEILINGS SHALL BE <br />PROTECTED AS REQUIRED IN C.B.C. SECTIONS 712 AND 713. <br />3.PENETRATIONS OF AREA SEPARATION WALLS SHALL BE PROTECTED WITH <br />THROUGH-PENETRATION FIRE STOPS IN ACCORDANCE WITH C.B.C. <br />SECTION 710. ROOF CONSTRUCTION SUCH AS TELEVISION ANTENNA, <br />GUY-WIRES, SOLAR PANELS AND RAZOR RIBBON SHALL NOT BE <br />INSTALLED AS TO PREVENT FIRE DEPARTMENT ACCESS OR EGRESS IN <br />THE EVENT OF A FIRE <br />4.ROOF CEILING ASSEMBLY IS TO BE 1-HOUR FIRE RESISTIVE CONSTRUCTION. <br />10 <br />11 <br />14 <br />13 <br />15 <br />16 <br />17 <br />1.ROOF CEILING ASSEMBLY IS TO BE 1-HOUR FIRE RESISTIVE <br />CONSTRUCTION <br />TRASH, RECYCLE & ORGANIC CHUTE ROOF VENT <br />12 <br />SINGLE LEAF ROOF ACCESS HATCH. BY KEE HATCH MODEL RHSR-0 4848 <br />OR APPROVED EQ. INSTALLED PER MANUFACTURER. SEE 5/D1.2 <br />6.ROOFER TO PRIME AND PAINT ALL NON-ARCHITECTURAL ROOF <br />PENETRATIONS, I.E. ROOF VENTS, PLUMBING VENTS, MECHANICAL VENTS, <br />ETC. TO MATCH ADJACENT ROOFING U.N.O. <br />18 <br />SOLAR ZONE. "A COPY OF THE CONSTRUCTION DOCUMENTS OR A <br />COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY <br />CODE SECTIONS 110.10 (b) THROUGH 110.10(c) SHALL BE PROVIDED TO THE <br />OCCUPANT." <br />19 <br />PATHWAY FOR ROUTING FROM THE SOLAR ZONE TO THE MAIN SERVICE <br />PANEL - REFER TO ELECTRICAL DRAWINGS. LOCATION FOR INVERTERS <br />AND METERING EQUIPMENT - REFER TO ELECTRICAL DRAWINGS <br />PATHWAY FOR ROUTING OF PLUMBING FROM THE SOLAR ZONE TO THE <br />WATER-HEATING SYSTEM - REFER TO PLUMBING DRAWINGS <br />7. ALL ROOF RUNOFF TO DRAIN TO DOWN SPOUT <br />SCUPPER AND OVERFLOW WITH CONDUCTOR HEAD. SEE <br />ELEVATION <br />CLOSED CELL SPRAYFOAM OVER PLYWOOD SHEATHING WITH MINIMUM 2% <br />ROOF SLOPE (1/4" PER FOOT) AND FINISH WITH 2-COATS OF MINIMUM <br />20-MIL ELASTOMERIC SILICONE COATING ON TOP, PER BUILDER'S SPEC. <br />INSTALL PER MANUFACTURER'S SPECIFICATION. <br />48" WIDE ROOF DECK PATH WALKWAY SLIP-RESISTANT AND UNIFORM <br />DISTRIBUTES THE PEDESTRIAN LOAD ACROSS THE SURFACE. <br />NO <br />R <br />T <br />H <br />1 <br />1