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TYPICAL ROOFING DETAILS ARE INTENDED TO SHOW GENERAL DESIGN INTENT <br />AND SHOULD BE VERIFIED AGAINST MANUFACTURER'S RECOMMENDATIONS TO <br />®HIGH AND/OR LOW VENTS (FLAT ROOF): 24"X24" R.O. GRAVITY VENT BY FLASHCO OR & REQUIREMENTS FOR EACH CONDITION. SEE SHEETS D 61.0 D 61.1 <br />i APPROVED EQUAL WITH 520 S.I. NET FREE VENTILATION AREA PER VENT. <br />L___J 2. ROOF INSULATION SHALL FILL MAIN ROOF FRAMING CAVITIES AND ALL CAVITIES OF ROOF <br />HIGH VENTS (FLAT ROOF PARAPET): 14"x18" "FLASHVENT" PARAPET WALL VENTS BY X CRICKET FRAMING. <br />FLASHCO OR APPROVED EQUAL WITH 110 S.I. NET FREE VENTILATION AREA PER VENT. D 61.0 3. PER CBC SECTION 718.4. EXCEPTION, DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS <br />LOW VENTS (SLOPED ROOF EAVES): FRIEZE BLOCK WITH (3) 2" DIAMETER HOLES EVERY EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH <br />3RD TRUSS BAY WITH WITH 3.14 S.I. NET FREE VENTILATION AREA PER LINEAR FOOT. NFPA 13. <br />4. ATTIC ACCESS NOT REQUIRED WHERE VERTICAL HEIGHT IN ATTIC IS LESS THAN 30". <br />®HIGH AND/OR LOW VENTS (SLOPED ROOF): LOW PROFILE O'HAGIN STANDARD LINE, <br />CHARCOAL COLOR OR APPROVED EQUAL WITH 72 S.I. NET FREE VENTILATION AREA 5. VERIFY SIZE AND LOCATION OF ALL ROOF PENETRATIONS AND EQUIPMENT WITH <br />PER VENT. STRUCTURAL, MECHANICAL AND PLUMBING DWGS. <br />6. AS REQUIRED BY CBC SEC. 1015.6 : 42" MIN. GUARDS SHALL BE PROVIDED WHERE <br />APPLIANCES, EQUIPMENT, FANS, ROOF HATCHES OR OTHER COMPONENTS THAT REQUIRE <br />ROOF AREA #1 : ROOF AREA #2 : SERVICE ARE LOCATED WITHIN 10 FEET OF A ROOF EDGE OR OPEN EDGE OR OPEN SIDE OF <br />A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES <br />o REQUIRED VENTILATION REQUIRED VENTILATION ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS <br />3,054 S.F. / 150 = 20.36 X 144 = 2,91. 151 S.F. / 150 = 1 X 144 = 145 S.I. TO PREVENT THE PASSAGE OF A SPHERE 21 INCHES IN DIAMETER. <br />LOW = 50% X 2,932 = 1,466 S.I. �\ LOW = 50% X 145 = 73 S.I. <br />7. ROOFING TO BE CLASS'A' ROOFING. <br />HIGH = 50% X 2,932 = 1,466 S.I. 1 HIGH = 50% X 145 = 73 S.I. <br />PROVIDED VENTILATION PROVIDED VENTILATION 8. ROOF TRUSS DEPTH ASSUMED TO BE 24" MIN. VERIFY WITH TRUSS DESIGNER. <br />LOW (FLAT) = 3 VENTS X 520 S.I. = 1,560 S.I. LOW (EAVES) = 33.6 LF X 3.14 S.I. = 106 S.I. <br />HIGH (FLAT) = 3 VENTS X 520 S.I. - 1,560 S.I. HIGH (SLOPED) = 2 VENTS X 72 S.I. - 144 S.I. 9• PENETRATIONS SHALL BE 18" MIN. FROM VALLEYS, HIPS, RIDGES OR PARAPETS UNLESS <br />T rrrrl-ryl I i APPROVED BY ROOFING MANUFACTURER. <br />ROOF AREA #3 :' I IIII- <br />REQUIRED VENTILATICpPi -- 10. PARAPETS AND TALL ROOF WALLS MAY REQUIRE BRACING- REFER TO STRL DRAWINGS <br />---------------- - AND COORDINATE WITH TRUSS DESIGNER. <br />6,648 S.F. / 150 = 44.32 X 144 = 6,382 S.I.. <br />LOW - 50% X 6,382 - 31191 S.I. 11. SEE EXTERIOR BUILDING MAINTENANCE PLANS FOR ADDITIONAL INFORMATION. <br />IGH = 50% X 6,382 = 3,191 S.I. <br />PROVIDED VENTILATION <br />LOW (EAVES) = 440 LF X 3.14 S.I. = 1,382 S.I. <br />LOW (SLOPED) = 26 VENTS X 72 S.I. = 1,872 S.I. <br />TOTAL LOW = 3,254 S.I. <br />HIGH (SLOPED) = 10 VENTS X 72 S.I. = 720 S.I. <br />HIGH (PARAPET) = 24 VENTS X 110 S.I. = 2,640 S.I. <br />TOTAL HIGH = 3,360 S.I. <br />I I I I <br />I I I I <br />I I <br />I I I <br />I I <br />L_1_______J <br />0 <br />--- --- --- --- ------------------------ <br />1 I I I I II - I Ih I111 <br />O I I p I I--- III _JIJ <br />I -�• II II w �_J II <br />71rr---=--=D-��-= ----- ,r <br />Illlr==- _- ^� 1 1 I y I ,I II LJ II <br />III I I IIIIII LJ' I I " 1 Oo i I II II <br />III I I IIIIII I( 111 - - -• - - L III r-' IDF <br />II �j I II�� J �./� III jlll; I II II i I <br />I I I I �, III III ? 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IIII IIII _ n II I II I <br />11 11 11j1 IIII i 1 II 11 I I <br />--------------------------__..� ---- <br />I <br />I <br />1 2 <br />A2-61 A2-70 <br />N <br />SOLAR -READY NOTES <br />1. THE SOLAR ZONE SHALL COMPLY WITH ACCESS, PATHWAY, SMOKE VENTILATION, AND SPACING <br />REQUIREMENTS AS SPECIFIED IN TITLE 24, PART 9 OR OTHER PARTS OF TITLE 24 OR IN ANY <br />REQUIREMENTS ADOPTED BY A LOCAL JURISDICTION. <br />2. NO OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO VENTS, CHIMNEYS, ARCHITECTURAL <br />FEATURES, AND ROOF MOUNTED EQUIPMENT, SHALL BE LOCATED IN THE SOLAR ZONE. <br />3. SOLAR ZONE MUST BE LOCATED NO CLOSER THAN TWICE THE DISTANCE, MEASURED IN THE <br />HORIZONTAL PLANE, OF THE HEIGHT DIFFERENCE BETWEEN THE HIGHEST POINT OF THE <br />OBSTRUCTION AND THE HORIZONTAL PROJECTION OF THE NEAREST POINT OF THE SOLAR ZONE, <br />MEASURED IN THE VERTICAL PLANE. <br />4. PROVIDE 2" CONDUIT BETWEEN SOLAR -READY ZONE AND ELECTRICAL ROOM(S). <br />SOLAR READY CALCULATION: <br />TOTAL ROOF AREA: XX,XXX SF <br />REQUIRED SOLAR READY AREA (15% OF TOTAL ROOF AREA): X,XXX SF <br />PROVIDED SOLAR READY AREA: X,XXX SF <br />ROOF ASSEMBLIES <br />DESCRIPTION FIRE RATING DETAIL REFERENCE(S) <br />ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS <br />INTERIOR ROORCEILING (TRUSSES) <br />EXTERIOR ROOF/CEILING (TRUSSES) 1 HR X/AD-XX, X/AD-XX <br />INTERIOR ROOF CEILING (JOISTS) 1 HR X/AD-XX, X/AD-XX <br />EXTERIOR ROOF/CEILING (JOISTS) 1 HR X/AD XX, X/AD XX <br />1 HR X/AD-XX, X/AD-XX <br />ROOF PLAN LEGEND <br />SLOPE ROOF 1/2" PER FOOT MIN <br />BUILT-UP CRICKET 1/4" PER FOOT MIN X <br />D-61.0 <br />ROOF MEMBRANE WALKING PAD. 30" WIDE. SECURE TO ROOFING PER <br />MANUFACTURER'S RECOMMENDATIONS. <br />L -1 <br />0 ROOF PRIMARY AND OVERFLOW DRAIN X <br />D-61.0 <br />®� A/C CONDENSER - SEE MECHANICAL <br />DOWNSPOUT - REFER TO CIVIL DWGS FOR TERMINATIONS AND/OR TIE-IN TO STORM DRAIN <br />°___• SYSTEM. PROVIDE SPLASH BLOCK AT TERMINATIONS TO GRADE OR LOW ROOFS. SEE <br />r <br />ELEVATIONS FOR ADDITIONAL INFORMATION. <br />FIRE WALL - EXTENDS TO UNDERSIDE OF ROOF SHEATHING, TYP U.N.O. X <br />�HATCHED AREA INDICATES NO ROOF PENETRATIONS ALLOWED WITHIN D 61.0 <br />I 4'-0" OF THE FIRE WALL <br />®� ®� EXTERIOR BUILDING MAITENANCE EQUIPMENT AND ANCHORS - REFER TO <br />STRL & EXTERIOR BUILDING MAINTENANCE DRAWINGS. COORDINATE WITH <br />TRUSS DESIGN <br />-�` ROOF HATCH WITH SAFETY RAILING SYSTEM X <br />KEYNOTES <br />1❑ ROOFTOP GAS BOILER LOCATION - SEE PLUMBING <br />MECHANICAL SHAFT - SEE MECHANICAL <br />El <br />TRASH CHUTES ❑3 <br />4❑ EQUIPMENT PLATFORM <br />LINE OF BLDG BELOW <br />El <br />CANOPY BELOW <br />El <br />�7 ROOF HATCH WITH ALTERNATING TREAD DEVICE FROM STAIR SHAFT <br />KEYPLAN <br />• <br />i <br />Architecture + Planning <br />17911 Von Karman Ave. <br />Suite 200 <br />Irvine, CA 92614 <br />ktgy.com <br />949.851.2133 <br />KTGY Project No: 2017-0934 <br />Project Contact: Debbie Holland <br />Email: dholland@ktgy.com <br />Principal: Wil Wong <br />Project Designer: D. Schoolmeester <br />Project Director: Debbie Holland <br />Developer <br />ED OAK <br />I VES'1AiEN'I'S <br />4199 CAMPUS DRIVE <br />IRVINE, CA 92612 <br />PHONE NO. (714) 342-2502 <br />1 <br />TF <br />C) <br />N <br />Q <br />U <br />z <br />Q <br />Z <br />Q <br />W <br />w <br />U) <br />I- <br />W <br />LO <br />LO <br />W <br />LO <br />No. Date Description H <br />10 <br />W <br />�D <br />v J <br />U <br />W <br />2 <br />U <br />Z <br />It is the clients responsibility prior to or during construction to notify the architect in writing <br />of any perceived errors or omissions in the plans and specifications of which a contractor <br />thoroughly knowledgeable with the building codes and methods of construction should <br />reasonably be aware. Written instructions addressing such perceived errors or omissions <br />shall be received from the architect prior to the client or clients subcontractors proceeding <br />' /) <br />with the work. The client will be responsible for any defects in construction if these <br />procedures are not followed. <br />v <br />SED ARCIII <br />LL <br />�0 <br />N <br />N <br />* No. C29795 <br />RENEWAL DATE <br />CN <br />AUGUST 31, 2023 <br />of \F <br />C A� <br />License Stamp <br />o <br />BUILDING B ROOF <br />PLAN <br />BUILDING B ROOF PLAN I SCALE: 3/32"=V-01 1 <br />COPYRIGHT n <br />A2-56 <br />