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GENERAL ROOFING NOTES : O KEYED NOTES : 2,_3„ SSDOWN AT PRIMAY CUPPEROTO CONNECT TO 1. ROOFING SUBCONTRACTOR TO COORDINATE LOCATION OF H.V.A.C. UNITS 1 1 -9 STORM SEWER CATCH BASIN. j AND ROOF TOP ACCESSORIES WITH STRUCTURAL, MECHANICAL AND 1. TWO-PLY MODIFIED BITUMEN MEMBRANE W/GLASS FIBER REINFORCEMNT. BOTTOM COORDINATE WITH CIVIL o ELECTRICAL DRAWINGS FOR PLACEMENT AND TAPERED RIGID INSULATION PLY SHALL BE UNSURFACED, TOP PLY SHALL HAVE WHITE MINERAL SURFACE. ENGINEERING DWGS. (TYPICAL) I Ln BOARD LAY-OUT AND SUBSEQUENT INSTALLATION IN ORDER TO AVOID 2. ROOF ACCESS LADDER, REFERENCE DETAIL, THIS SHEET. o 7 PONDING WATER CONDITIONS ATTRIBUTABLE TO BOARD LAY-OUT ISSUES. 3. PREFABRICATED METAL AWNING OR CANOPY. REFERENCE SHEET A-9. 7 4 7 2. ROOF SYSTEMS SPECIFIED SHALL BE APPLIED ONLY BY MANUFACTURER 4. VENT THROUGH ROOF - PROVIDE PREFABRICATED DURO-LAST VENT FLASHING FOR O w APPROVED APPLICATOR IN ORDER TO MEET GUARANTEE REQUIREMENTS. ALL VENTS AND PIPE PENETRATIONS. REFERENCE DETAIL #6, THIS SHEET. Q 3. COORDINATE LOCATION OF MECHANICAL UNITS WITH STRUCTURAL AND 5. INSTALL MODIFIED BITUMEN SACRIFICE SHEET AS SPECIFIED AT KITCHEN EXHAUST. " pQ MECHANICAL DRAWINGS. 6. ROOF CRICKET WITH SLOPE TO MATCH ROOF, REFER TO DETAIL #3, THIS SHEET. 9 71 4. HVAC CONDENSATE LINES TO TERMINATE AT ROOF DRAIN OR AS REQUIRED 7. PRIMARY AND OVERFLOW ROOF SCUPPERS - REFER TO DETAILS #4 AND #7 THIS 2 � 6 p BY LOCAL CODE. SHEET. cr 6 w 5. REFER TO STRUCTURAL AND M-E-P DRAWINGS FOR ADDITIONAL 8. ROOTTOP AIR CONDITIONING UNIT - REFER TO MECHANICAL PLANS. 1" PVC Q Z INFORMATION. 9. EXHAUST FAN - REFER TO MECHANICAL PLANS z o 6. ALL CURBS AND PIPE PENETRATIONS SHALL HAVE A MINIMUM OF 16" 10. ILLUMINATED PARAPET LIGHT BAND. I I ~ cn CLEAR FROM EACH OTHER FOR ROOF FLASHING PURPOSES. ALL 11. METAL COPING. SLOPE > EQUIPMENT SHALL HAVE A MINIMUM OF 16" CLEAR FROM ALL ADJACENT 12. PVC CONDENSATE DRAIN (SIZE AS SHOWN) WITH PIPE SUPPORTS EVERY 5'-0". cn 12 PARAPETS. ALL HVAC MOUNTED EQUIPMENT (DISCONNECT BOXES, GFCI, TERMINATE CONDENSATE DRAIN AT PRIMARY SCUPPER. REFER TO DETAIL #8, THIS 4-u p 3/4" PVC PIPE SUPPORTS) SHALL NOT BE CLOSER THAN 16" FROM EACH OTHER OR SHEET FOR ADDITIONAL INFORMATION. O / m °o CURB. NO UNISTRUT PIPE SUPPORTS SHALL BE USED AS VERTICAL 13. PROVIDE PITCH PAN WITH CONDUIT OVER OFFICE FOR SATELLITE DISH/ANTENNA. N MEMBERS FOR MOUNTING EQUIPMENT TO ROOF SURFACE. 14. EQUIPMENT STAND FOR WALK-IN BOX COOLER/FREEZER CONDENSERS AND ICE WATER HEATER41 7. PONDING WATER IS DEFINED AS WATER THAT DOES NOT DRAIN OR MACHINE CONDENSER. REFER TO EQUIPMENT STAND DETAIL, THIS SHEET. VENT I I - cn w DISSIPATE FROM THE ROOF WITHIN 48 HOURS AFTER PRECIPITATION. 15. AREA TO BE RESERVED FOR SOLAR PER CEC 110.10 ^ ` 6 I I _0 O 14 L_�ll!3 m v 8. CONTRACTOR SHALL "SUGAR-IN" ALL ASPHALT. BLEED-OUT ON PLIES WITHnn rd nn nn I - - - ��_.�- J m ADDITIONAL GRANULES TO MATCH EXISTING COLORATION OF THE MINERAL Im SURFACE CAP SHEET. -^-0 ❑� N 9. ALL FLASHING CEMENTS, ASPHALTS, PRODUCTS AND ACCESSORIES SHALL BE GENERAL NOTES ■ i i j/4'_PVC _ \ \ 6 3/4" PVC 1�PVC Q APPROVED BY ROOFING MANUFACTURER WITH THE MANUFACTURES'S BRAND. m 013 6 ~ ALL ASPHALTS SHALL BE AMERICAN MANUFACTURED PRODUCTS. A. THE ROOF STRUCTURE SHALL NOT BE USED FOR STOCKPILING OF EQUIPMENT OR m R-M-4- \ N MATERIALS UNLESS APPROVED BY THE ARCHITECT, STRUCTURAL ENGINEER AND THE \ O3 JOIST MANUFACTURER. " \ e 1 m B. THE ROOFING SYSTEM SHALL BE AS PER DRAWINGS AND PER MANUFACTURERS w SPECIFICATIONS. 6 15 � Q 2 1,� A/C FRESH AIR Q o C. COORDINATE ROOF ELEVATIONS WITH STRUCTURAL DRAWINGS. REFER TO � EF-3 INTAKE TO BE WITHIN 110� MODIFIED BITUMEN FR CAP SHEET SPECIFICATION SHEET FOR ROOF RELATED ITEMS, INCLUDING GUARANTEES, CURBS, 4 0 FLASHING, ETC. 11 O 10'-0" OF ANY EXHAUST PER MFR. SPECIFICATIONS - MOPPED IN FANS AND STACKS 11 0 ASPHALT I a I 11 MODIFIED BITUMEN BASE SHEET PER MFR. SPECIFICATIONS - MOPPED IN ASPHALT ELASTOMERIC SEALANT THOROUGHLY CLEAN PENETRATION 10 O 10 INSULATION PER MANUFACTURERS OF ALL ASPHALTIC MATERIALS O O SPECIFICATIONS AND LOCAL CODESTAINLESS STEEL CLAMP BAND PRIOR TO SEALING 3 W� REQUIREMENTS. NOTE: ROOF PLAN Z ONE PITCH PAN SHALL BE SCALE: I/8" = I'-0" RED ROSIN PAPER REFER TO STD. ROOFING CONSTRUCTED FOR EACH CONDUIT. _ SECTION AND PARAPET CONDUITS SHALL BE SPACED 24" 7777 PLYWOOD OR WAFERBOARD DECK FLASHING DETAIL FORO.C. MIN. FOR SEPERATE FLASHING ADDITIONAL INFORMATION CONSTRUCTION. SMOOTH ALL EDGES (TYP. SEE CONSTRUCTION SPECIFICATIONS ) v BOOK SECTION 07510 24 GA. GALV. STEEL PITCH PAN. z STANDARD ROOFING SECTION 24 GA. GALV. STEEL RAIN CAP FIELD SOLDER ALL SEAMS. SET �� Ln FIELD SOLDER ALL SEAMS FLANGE IN MODIFIED BITUMEN w > O 1 SCALE: 3" = I'-0" CEMENT AND NAIL AT 3" O.C. 2>> PRIME FLANGE BEFORE FLASHING c� Ln Ln z_ NOTE � � � 10" MIN. ° ° 2 COMPONENT URETHANE POURABLE ALL ROOFING DETAILS TO BE VERIFIED Lj_j 01 SEALER, SLOPED TO SHED WATER AND COORDINATED WITH MANUFACTURERS TOP NAIL FLASHING AT 4" O.C. MIN. 4" a p SPECIFICATIONS AND WARRANTIES. O Q Ln BEAD OF MODIFIED z a- 2 PLY MODIFIED BITUMEN FLASHING PER MFR MIN. ° I w � O BITUMEN-CEMENT ::� O SPECIFICATIONS - SEAL LAPS AND CORNERS w WITH MODIFIED BITUMEN CEMENT AND FABRIC Q Q Ln a ° STEEL PLATFORM PERLITE CANT - SOLID a WITH SAFETY TREAD Q C 0 Ld MOPPED (IF NO METAL W Q:� Z CANT EXISTS) _ a > O Ln° 00 MODIFIED BITUMEN FR CAP SHEET ° TOP OF PARAPET N J PER MFR. SPECIFICATIONS - MOPPED IN • ASPHALT P.T. WOOD NAILERS TO MATCH 4" 4" HEIGHT OF INSULATION, FASTENED 7" �" MODIFIED BITUMEN BASE SHEET PER MFR. CONDUIT - ONE MAXIMUM PER PITCH PAN POSITIVELY TO DECK LEG OF COMPRESSOR MIN. MIN. SPECIFICATIONS - MOPPED IN ASPHALT / 0 0 PITCH PAN DETAIL IL CONCRETE FILLER ISOLATOR,LLEAVE O1/8"TSLACK RESS &x4N10 tx3/8" WITH 7"x3/8" STEEL TFULL 5 SCALE: 3" - I'-O" !y WELDS BETWEEN PLATES. "/-�REFER TO STANDARD ROOFING SECTION VIBRATION ISOLATOR PADS WELD TO STEEL RAILS. © 48" O.C. VERTICAL (MIN.) LO 4" WF STRUCTURAL STEEL o o NOTE: LENGTH OF PLATE rn[,- 4" X 4" X 1/4" STEEL PLATE AS REQUIRED TO PROVIDE SEE CONSTRUCTION SPECIFICATIONS WELD PLATE TO BEAM AND COLUMN REQUIRED 7" TOE CLEARANCE. U It BOOK - SECTION 07510 ' _ 2 1/2"0 O.D. PIPE COLUMN � d o .,� U SEALANT STANDARD BASE FLASHING CONFIGURATION = MEMBRANE TAPE o O LEAD FLASHING SET IN MODIFIED F . �..� � 2 BITUMEN CEMENT ALUM. HOOD W/ ADJUSTABLE r J"� }X SCALE: 3" = I'-0" SOIL PIPE PENETRATION TYP. EA. S.S. WORM GEAR HOSE CLAMP �,/ 1/4" MASTIC © EDGES OF MEMBRANE d� �FRI� /I O N REFER TO STD. ROOFING w C'T LL END VJ SECTION AND BASE < M 4 # SHEET LEAD COLLAR W/ o r� =o FLASHING DETAIL FOR i� W INTEGRAL ROOF FLANGES Lu o ADDITIONAL INFORMATION 0 w SET IN MASTIC BASE FLASHING Un SEAL AROUND PIPE WITH 5 w z CONNECTION OPTIONS: ' p L ■ 2" FT. MIN SLOPE BEAD OF MODIFIED BITUMEN CEMENT MASTIC TO PREVENT BITUMEN z o BUILT-UP MINERAL SURFACE WOOD (2) 5/8"4 x3" LAG BOLTS REFER TO STANDARD 1� DRIPPAGE BELOW THE DECK o ROOFING SECTION FOR 00 o INTO VERTICAL STUDS OR J M LO ADDITIONAL INFORMATION WOOD BLOCKING. O U� ■ Z Lu CMU 2 5/8"0 x3" WEDGE J INSULATION AS INDICATED ANCHOR BOLTS IN SOLID o ON ROOF PLAN GROUT FILLED CELLS. o0 0 00 STEEL (2) 5/8"0 x3" LAG BOLTS IN WOOD BLOCKING/INSERTS ■ EXISTING PLYWOOD DECK CONNECTED TO STEEL STUDS 4 1/2" X 4 1/2" X 1/4" STEEL PLATE 2X12 BRASING o SCREW AT 6" O.C. RIPPED WOOD BLOCKING OR WD BLOCKING SECURITY FENCE: 5/8" CDX PLYWOOD DECKING RIGID INSULATION CUT TO LAG BOLTS EXPANDED MTL. MESH OR _ CORRECT SIZE TO DEVELOP 10" 1/2"4" WELD TO 1 MTL. ANGLE FRAME (UBC/STD 5-25)AFERBOARD ROOF SLOPE MIN. MIN. o LADDERAND STEELPAINT ��ZSEER * 6f ROOF TRUSS �y o N O TYPICAL CRICKET DETAIL SOIL PIPE FLASHING DETAIL EQUIPMENT STAND DETAIL GATE: EXP. MTL. MESH � COo ,a a (� ON 1" MTL. ANGLE rc C SCALE: 3" = I'-0" FRAME. PAINT. INSTALL w VERIFY W/ EQUIPMENT SUPPLIER IF IN CONTRACT. o W/ H.D. HINGE @ TOP AND BOTT. AND PADLOCK HARDWARE CLEARANCE BELOW RAISED ROOF MOUNTED (HINGE AND PADLOCK d HARDWARE TO BE MECHANICAL UNITS INCHES NOTE: MODIFIED BITUMEN SCUPPER ) WELDED TO LADDER) SCUPPER HEIGHT TO BE FLASHING WIDTH MINIMUM CLEARANCE o 0 AS PER CODE MODIFIED BITUMEN SCUPPER OF UNIT ABOVE ROOF SURFACE to • BUT NOT MORE THAN 1" ABOVE FLASHING THE LOW POINT OF THE ROOF. SET SCUPPER FLANGES IN < 24 14 3/4"0x2'-0" STL. RODS 8 I MODIFIED BITUMEN CEMENT, 24 < 36 18 © 12" O.C. VERT. (10" WIDE) FASTEN AT 4" O.C. AND 24 GA. PREFINISHED STEEL 36 < 48 24 SECURED TO 2x1 4 z PRIME. SCUPPER FLANGES CONTINUOUS FACE PLATE 48 < 60 30 o STL. RAILS (STRINGER) 24 GA. PREFINISHED STEEL C° SHALL BE CONTINUOUS 4" NOTE: > 60 48 7' CLEAR (MIN.) BETWEEN w MINIMUM ON ALL SIDES 8x16, 24 GA. PREFINISHED STEEL LADDER RUNG & WALL. `" Z CONTINUOUS FACE PLATE � z SURROUNDING OPENING. SCUPPER INSERT TO MATCH w 5x8, 24 GA. PREFINISHED STEEL z ALL JOINTS SHALL BE POP EXTERIOR FINISH o SCUPPER INSERT TO MATCH RIVETED AND SEALED EXTERIOR FINISH _ z DRAIN LINE SLOPE C SEAL OUTER EDGE OF FROM A/C UNIT AS REQUIRED TO w ELASTOMERIC SEALANT (TYP) FLASHING WITH MODIFIED DRIAN CONNECTION Q ITUMCN CE ENT AND FABRIC P-TRAP o (MIN.) a CONDENSATE LINE(REF. PLAN) W NOTES: NOTES: Lu un c� J i i i i � REFER TO WALL 1. LADDER TO BE OSHA COMPLIANT � N a SECTIONS FOR WALL m Li Q DESIGNER NOTE: TERMINATE AT CONSTRUCTION NOTES. 2. LADDER TO BE FULLY WELDED. LLJ GALVANIZED PRIMARY AND SECONDARY SCUPPERS ROOF SCUPPER ° w Z 0 METAL LEADER HEAD TO BE SIZED IN ACCORDANCE WITH 3 WALL FINISHES. PRIOR TO cn - o CHAPTER 11, INTERNATIONAL PLUMBING 2X WOOD BLOCKING CODE OR LOCAL GOVERNING CODES. (MIN) NOTE: 0 4. ALL STEEL TO BE HOT- w o o Z FOR FINISH MATERIAL PROVIDE DRAIN NUT " DIPPED GALVANIZED. Q N�/ 0, N Q IN BOTTOM OF P-TRAP rn �_ LL J z REFER TO BUILDING o ROOF 5. PAINT PER SHEET A-2 o ,,W Q ELEVATIONS. PIPE SUPPORT 6. PROVIDE SHOP DRAWINGS o V = z IZ PEDESTALS PLACED �n _ 6x6 SEAMLESS ALUMINUM OR PRODUCT SPECIFICATION o N " o 5'-0' O.C. & ALL TURNS, L' w Y LL DOWNSPOUT. JUNCTION IN LINES. o� � = 0 0 0 (WOOD BLOCKING NOT ALLOWED) /� 14 cr< 0 W N 0cf) 0 NOTE: REF. DTL 4/A-5 FOR TYPICAL NOTES. ��7�SCUPPER & ROOF GUTTER DETAIL 7 OVERFLOW SCUPPER DETAIL Q CONDENSATE LINE SUPPORT DETAIL ROOF LADDER DETAILA 5 SCALE: 3 SCALE: 3 - I -O �+ SCALE: NONE 10 SCALE: 3/4 = 1 '-0"