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H 8H.2 80 08@(B 11 8.21 ■.�' o_ OO W N M x � � [-- AIF F .x CD r- 0 o rn !.' O M 1■IO x C:) T � M 10 L7 C Lti 19 8.21 � m N O ti O 0-)LU 0 LU c� � v � 9'-10" 11'-1" 36'-11 L �? ±15-8" T.O.S. � O O 3I 16'-7" 19'-10" k8V C7 1 1 T.O.P. T.O.P. SI,1 T.O.S. Store: 0 F.O.S. '; - 4 T o P. W KETTLEMAN & LOWER SCRAMENTO - LODI, CA 95242 - X i 18 - - - F.O.S. O 18 LU - - - - - 6.75 : 12 6.75 : 12 - - - - - - - - - Restaurant #RC576 0 16 r P4E-HV-M SCHEME A L Professional of Record: JEFF LIEDERMAN III 20 35-8" 8 III 6 N • ROOF AREA= 2, S.F. O A8.2� 2 � 995 I (E>, 7 INTAKE - ° E I III DESIGN C26 FAA � • FUTURE SOLAR-READY A # = 6 S. . II II k-0 \O ZONE REQUIRED=2,995 X 0.15=449.25 S.F. i 0 X INTAKE Architectural N • FUTURE SOLAR-READY ZONE I 8 8 � I III Solutions Group o PROVIDED=450 S.F. OJ n- 16'-7" "' I T.O.P. 1 101 Central Expressway South • SOLAR-READY AREA SHALL COMPLY I O �� I Suite 100 CALIFORNIA ENERGY CODE SECTION i 17 3 Allen, TX 75013 SLC 7E 1 110.10. / CONTACT: EVERETT FIELDS N j (469) 619-1164 P-A 11114 `0114 1014 ell • SOLAR-READY AREA CAN BE RAISED TO I 15 4 8 I III EFIELDS@PMDGINC.COM u� COMPLY WITH FREE ZONE OF I I 8 6 OBSTRUCTIONS REQUIREMENT I 15 C22 � I 4'-1 1" 16 3 3 7- 8 INTAKE - - - - SOLAR-READY ZONE 24 C? Is,R C H AREA #1 =281 S.F. I 00 04 0 T 71 ❑ 4 % II I I\ I I \/ I 8 - o o 15 LL I 4QQ �EFFR�� raN (D F.O.S. 14 I I /\ I �I IO 11 29534 AX I \ I 1 15 � � Q L - - - - - - - - - *11000 L9 3yp- 0 18 14 L � IL - � g 8 � T �6NEWA` O 8 4 I /\ I 2 SIM OF 2 lL � 3 15 15 8.40 C;1 12 130 0 005 17 5 17 5 20 11 16 17 N 6 Prototype : P4E- HV 2020 -2.0 RELEASE III 8 O SLOPED 21 23 APPROX. (28) 8 Prototype Issue Date: 7.14.2020 `O I Design Bulletin Updates: 11 1/4" PER FT. F.O.S. 16'-7" 14 - r.; - - - I 7 Date Issued: Bulletin Number: 0 10 SLOPED SLOPED 5 - 8 F.O.S. 8 APPROX. APPROX. 8.4 10 SLOPED c� 1 0 O = -6.i5 . 12 6.75 : 12 1/4" PER FT. 1/4" PER FT. o0 �l/4" PER FT. II1ST BLDG. SUBMITTAL ±14'-11" o � _ .. F.O. T.O.S. O 10 F.O.S. _ = N 10 _ 16'-7" - 10 11 18 � T.O.P. 18 9 18 16'-7`� O 20 9 N T.O.P. O 16'-7" 18 11 m 7'_7„ 0.. 2'-0" 3'-9" O 1 1 T.O.P. 18'-4" 19'-10" rn v? v? �? 6 2 T.O.P. 6 b b O O T.O.P. ° ° 8.4 8.4 ° 20 O 8.4 O O 12 8'-0" 8'-7" 7-1" 35-10" 0 15'-7" 164" 11-9 REVISIONS: 12 12.22.2020 1st Building Submittal 3 SIM ROOF PLAN 1 AOB OC T OG S 8'4 J 1/4"= Y-0" K.1 K.3 2 11/A8.31 3 4 5 ROOF PLAN KEYNOTES O SYMBOL LEGEND ROOF DRAINAGE NOTES GENERAL NOTES 6 8 1. ROOFTOP UNIT 1. RE: MECHANICAL DWGS.. 8. CRICKET (TAPERED INSULATION) SLOPE 1/2":12 AS INSTALLATION OF COVE LIGHTING, WHERE OCCURS; WINDOW DESIGNATION 1. THE ROOF'S DRAINAGE SYSTEM IS DESIGNED TO COMPLY WITH 1. THE ROOFING SYSTEM (FIRESTONE ULTRA PLY TPO) SHALL BE A 45 MIL, 7. CONTRACTOR TO VERIFY WEIGHT & LOADING OF WOOD MILLWORK ITEMS REQUIRED TO FACILITATE POSITIVE DRAINAGE TO PROVIDED & INSTALLED BY OWNER. RE: EXTERIOR O SEE SHEET A2.20 THE CALIFORNIA BUILDING CODE & CHAPTER 11 OF THE ATTACHMENT OF SINGLE PLY TPO ROOFING MEMBRANE PER ESR-2831 SUSPENDED FROM BOTTOM CHORD IN DINING ROOM & REQUIREMENTS OF 2. TPO SINGLE PLY ROOFING MEMBRANE OVER RIGID SCUPPERS ELEV'S. CALIFORNIA PLUMBING CODE, OR ANY OTHER LARGER REPORT;TABLE 4, SYSTEM NO. W1, INSTALLED OVER RIGID INSULATION PER ALL ROOF TOP EQUIPMENT WITH DATA SHEETS PRIOR TO TRUSS DESIGN. INSUL. & ROOF SHEATHING, RE:STRUCTURAL PLANS & QUANTITY OF RAINFALL AS SPECIFIED BY CODE OFFICIAL. TABLE 2,SYSTEM NO. 2 (CLASS "A" ROOFING), POLYISOCYANURATE SEE GENERAL NOTE #9 9. PRIMARY ROOF DRAIN. COORDINATE W/CIVIL DWGS 19. PATIO METAL ROOF DECK. RE:STRUCT. DWGS. 101 DOOR DESIGNATION REFER TO THE TABLES IN SECTION 1 106 OF THE CALIFORNIA INSULATION BOARD (4"THK. MAX.) WITH STRONG WHITE FIBROUS GLASS 8. CONTRACTOR TO VERIFY WEIGHT& LOADING OF WOOD MILLWORK ITEMS Sheet Title: FOR SITE DRAINAGE. RE: 7/A8.40. SEE SHEET A2.10 PLUMBING CODES FOR MINIMUM SQUARE FOOTAGE FACER (R-FACTOR 23 MIN.) INCLUDING ALL RELATED FLASHING. 10-YEAR SUSPENDED FROM BOTTOM CHORD IN DINING ROOM. 3. MAKE-UP AIR UNIT, INCLUDING CLEARANCE FOR 20. PREFABRICATED METAL AWNING (BY OTHERS AGI). RE: ALLOWABLE FOR DRAINAGE DEVICES, HORIZONTAL FOR WARRANTY.TAPERED INSULATION AS REQUIRED TO FACILITATE DRAINAGE POSSIBLE FUTURE CONDITIONED MAU. PROVIDE INTAKE 10. OVERFLOW THRU WALL SCUPPER. RE: 7/A8.40. RCP FOR DIMENSION & DET. 2, 5 & 12/A8.21 EXTERIOR ELEV. MARK SCUPPERS &VERTICAL FOR LEADERS OR DOWNSPOUTS. (CRICKETS), REFER TO SPECIFICATIONS. 9. CONTRACTOR TO VERIFY REQUIREMENTS OF ALL ROOF TOP EQUIPMENT WITH COWL EXTENDING 10 FT. MIN. FROM EXHAUST FAN. RE: 1 A01.1 SPECIFICATION SHEETS PRIOR TO TRUSS DESIGN. ROOF PLAN MECHANICAL DWGS.. 11. PARAPET COVE LIGHTING, RE: DET 3/A8.40 & ELEC. 21. GAS WH EXHAUST. RE: PLUMBING DWGS. 2. THE PRIMARY DRAINAGE SYSTEM CONSISTS OF 3 HORIZONTAL 2. FLASHING & ROOF DETAILS -SINCE ROOF MANF.S HAVE DIFFERENT DETAILS DWGS O KEY NOTE EJECTION SCUPPERS THAT TRANSFER STORM WATER RUNOFF FOR INSTALLATION OF THEIR ROOF SYSTEMS, FLASHING CONDITIONS, ETC., 10. GENERAL CONTRACTOR TO COORDINATE FREEZER EQUIPMENT PER Date: 12.21.2020 4. HOOD EXHAUST FAN ON CURB. RE: MECHANICAL 22. 4" BOX GUTTERS WITH 3" ROUND DOWNSPOUTS SHEET TO 3 EQUALLY SIZED DOWNSPOUTS, OR LEADERS. THE DETAILS SHOWN ON THE DWGS. ARE TO BE CONSIDERED SCHEMATIC. MANUFACTURER SPECIFICATIONS. DWGS. 12. 24X24 ACCESS PANEL FOR SIGNAGE MAINTENANCE METAL WITH KYNAR FINISH FLAT BLACK. 4 ITEMS SUCH AS PARAPET FLASHING, CANTS, BLOCKING, ROOF PENETRATIONS Project Number: 3. EACH DOWNSPOUT IS SIZED 4"X6" HORIZONTAL. & EXPANSION JOINTS ARE TO BE INSTALLED PER MANUFACTURES DETAILS. THE 11. ROOF TOP UNITS (RTU) INCLUDE FACTORY CURB &TREATED BLOCKING AS RAC19048.0 5. ICE MACHINE CONDENSER, RE: MECHANICAL DWGS. 13. ROOF ACCESS HATCH. 23. PLUMBING STACK VENT. RE: PLUMBING DWGS. GC IS TO SUBMIT THE MANUFACTURES STANDARD ROOF DETAILS PRIOR TO REQUIRED FOR INSTALLATION. RE: 12/A8.40 FOR CURB DETAIL 3 a-000 1 INTERIOR ELEVATION MARK 4. EACH SCUPPER IS SIZED 5-3/4"TALL X 10" HORIZONTAL. THE BEGINNING OF THE WORK. Drawn By: _ 14. HORIZONTAL GUARD RAIL AT 48"ABOVE DECK. PAINT 24. ROOF HYDRANT. RE: PLUMBING DWGS. 12. GC TO VERIFY MIN. MANF.'S SERVICE AND/OR OPERATIONAL CLEARANCES 6. COOLER/FREEZER CONDENSERS FURNISHED BY RAIL &STRUTS BLACK. RE: 8/A8.40 4( 5. THE EMERGENCY DRAINAGE SYSTEM CONSISTS OF 3 3. REFER TO STRUCTURAL DWGS. FOR DECK BEARING ELEV. @ ROOF. ARE PROVIDED, WHICHEVER EVER THE GREATER. EQUIPMENT CONTRACTOR INSTALLED BY G.C. IN 25. METAL ROOF DECK. 2 HORIZONTAL EJECTION SCUPPERS SIZED IN ITEM #4 ABOVE. ACCORDANCE W/ MANUF. RECOMMENDATIONS FOR 15. RESILIENT ACCESS WALK WAY, CONTINUOUS AROUND REF. 4. REFER TO MECHANICAL & ELECTRICAL DWGS. FOR ADDITIONAL ITEMS ON OR 13. ALL EXTERIOR DIMENSION ARE FACE OF STUDS Sheet Number: ROOF MOUNTING, INCLUDING ALL TREATED BLOCKING, ROOFTOP EQUIPMENT. 26. STANDING SEAM METAL ROOF OVER CORRAL AREA # DETAIL DESIGNATION ROOF PLAN LEGEND THROUGH ROOF. ACCESSORIES PENETRATIONS & ELECTRICAL A0.0 CONNECTIONS. ROUTE COOLER/FREEZER LINES 16. ROOF SCREEN TO CONCEAL ROOF TOP EQUIPMENT 27. SIGNAGE (N.I.C.) PROVIDE BLOCKING & OUTLET. REFER F.O.S.: ALL EXTERIOR STUD DIMENSIONS ARE TO FACE OF PLYWOOD- 5. CLEAN ROOF OF ALL CONSTRUCTION DEBRIS AT PROJECT COMPLETION. (REFRIGERANT, POWER, CONTROLS, ETC.) THROUGH BEYOND. RE: 5/A8.40 TO ELEC. DWGS. SEE A1.21 FOR ADDITIONAL INFO. GOOSENECK ROOF PENETRATIONS 6. ALL ROOF TOP MECHANICAL EQUIPMENT SHALL BE STRAPPED &SECURED TO Al ■ 5 N 17. UTILITY PENETRATION THRU ROOF, RE:MECH, PLUMBING &DET. 28. ROOF PENETRATION FOR IT EQUIPMENT. RE: 10/A8.40 A0.0 SECTION DESIGNATION T.O.S.:TOP OF SHEATHING-SEE STRUCT. DWGS. - DIMENSIONED THE ROOF PER EQUIPMENT MANUFACTURER. STANDARDS. 7. RESTROOM EXHAUST FAN, RE: MECHANICAL & 10/A8.40 FROM FLOOR LINE Q ELECTRICAL DWGS. 29. NOT USED 18. PRE-FINISHED METAL CAP FLASHING &CORNICE T.O.P.:TOP OF PARAPET- DIMENSIONED FROM FLOOR LINE TO TOP CID PROFILE, TYPICAL @ PERIMETER. G.C.TO COORDINATE OF PARAPET DOUBLE PLATES N