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FRAMING PLAN KEYNOTES <br /> 18 FRONT CORNER CEILING CLOUD (II LBS). REFER TO ARCH'L DETAILS FOR ADDITIONAL 10 ICE MACHINE CONDENSER (130 LBS). REFER TO DETAIL 231/55.5 FOR FRAMING (:D PRE-FABRICATED AWNING BY OTHERS. REFER TO DETAIL 204/55.1 FOR FRAMING <br /> REFER TO SHEET SOA FOR INFORMATION. REQUIREMENTS UNDER UNIT. VERIFY LOCATION w/ ARCH'L. REQUIREMENTS <br /> FRAMING FLAN NOTES AND 19 FUTURE SOLAR ZONE PER FRAMING PLAN NOTE P. 0 COOLER/FREEZER CONDENSER (200 LBS). REFER TO DETAIL 231/55.5 FOR FRAMING ( MECHANICAL UNIT PER MECHANICAL PLANS. REFER TO DETAILS 11/50.1 FOR FRAMING H <br /> REQUIREMENTS UNDER UNIT. VERIFY LOCATION w/ ARCH'L. REQUIREMENTS UNDER UNIT. TRU55 MFR TO COORDINATE FINAL LOCATION AND WEIGHTS W N o <br /> SCN DULE (0 MC12x20.1 LEDGER w/MECHANICAL AND/OR ARCHITECTURAL PLANS. co <br /> CD <br /> 12 MAKE-UP AIR UNIT/ INCLUDING LOADS FOR FUTURE CONDENSER (2000 LBS). REFER TO �: CD "' 6' <br /> C-0 <br /> (D 2x6 RAFTERS AT 24" o.c. BELOW CORRAL ROOF DETAIL 231/55.5 FOR FRAMING REQUIREMENTS UNDER UNIT. VERIFY LOCATION AND WEIGHT 03 ROOF HATCH PER ARCH'L. REFER TO DETAIL 14/50.6 FOR TYPICAL OPENING IN ROOF w 2 >< N <br /> w/ ARCH'L AND MECHANICAL o o r— <br /> (N) HSS 2 1/2 x 2 1/2 x 1/8 BEAMS AT 24" o.c. ® H556x2x3/8 RAFTERS AT 48" o.c.MAX. f x <br /> 13 2x4 STUD WALL AT 16" o.c., REFER TO ARC14'L.FRAMING PLAN FOR ALL INTERIOR W Q E: Cz <br /> 23 CANOPY DECKING PER FRAMING PLAN NOTE O. NON-LOAD BEARING WALL SIZES. (3) PRE-FABRICATED WOOD TRUSSES AT 24" o.c.MAX. REFER TO SHEET A1.40La U) o <br /> ® 2x BLOCKING TOP AND BOTTOM BETWEEN TRUSSES AT BEARING TYP. PROVIDE 5IMP50N 14 RESTROOM EXHAUST (21(o LBS). © HSS 2 1/2 x 2 1/2 x 1/8 BEAMS AT 24" o.c. 'X. Q CID <br /> 142.5 CLIP AT EA. BEARING TRUSS. O <br /> 15 HOOD EXHAUST (21(o LBS). REFER TO DETAIL 231/55.5 FOR FRAMING REQUIREMENTS UNDER (D 44 DIAPHRAGM BLOCK w/ 5IMP50N HU44TF HANGER TYP. EACH END. ALIGN BLOCKING a C/) �`, <br /> (3 ALIGN TRUSS UNDER HIGH ROOF TOWER FRAMING. TRUSS MFR TO DE51GN FOR 500 PLF UNIT. VERIFY LOCATION w/ ARCH'L. w/ 4x LEDGER BLOCKING AND STRAP ACROSS BLOCKING w/ CONT. 5IMP50N CM5T12 w/ °C mo ti <br /> FOR TOWER FRAMING. (2) 16d SINKERS AT 3" o.c. � rn <br /> 16 HANGING KITCHEN HOOD (1700 LBS). REFER TO DETAIL 234/55.4 FOR FRAMING `o CD <br /> © II BLOCKING BETWEEN TRUSS w/ HU66 TOP FLANGE HANGER TYP EACH END. TRUSS REQUIREMENTS. VERIFY LOCATION w/ ARCH'L AND MECHANICAL. ® MECHANICAL SCREEN PER DETAIL 214/55.2. VERIFY LOCATION w/ ARCH'L. ~ <br /> MFR TO DESIGN FOR 500 PLF FOR TOWER FRAMING. <br /> (JD DINING ROOM CEILING CLOUD (900 LBS). REFER TO ARCH'L DETAIL FOR ADDITIONAL ( MECHANICAL SCREEN POST PER DETAIL 215/55.3 OR DETAIL 213/55.2. VERIFY LOCATION w/ <br /> SHEATHE TOWER PER 514EAR WALL 5W12 ON ALL SIDES INFORMATION. ARCH'L <br /> Store: <br /> H H.2 H.9 J.1 K K.1 K.2 K.3 KETTLEMAN & L. SACRAMENTO <br /> LODI, CA 95242 <br /> I I I <br /> Restaurant #RC576 <br /> — - - - - - - - - - - - - - - - - - P4E-HV-M SCHEME A <br /> Professional of Record: NAME <br /> FAA <br /> A D F I I I I <br /> I I <br /> I I I I <br /> I I I <br /> I <br /> DESIGN <br /> I I I I I I I <br /> I <br /> Architectural <br /> I <br /> Solutions Group <br /> I 1 101 Central Expressway South <br /> Suite 100 <br /> Allen, TX 75013 <br /> 254 I CONTACT: EVERETT FIELDS <br /> I <br /> 55.8 (469) 619-1164 <br /> EFIELDS@PMDGINC.COM <br /> I I I I I I I <br /> I <br /> � _ I- __________ ______------------------------ - - - - - - - - - - � <br /> II � � I <br /> I q I I II <br /> II I I II I <br /> \NEER <br /> ----------------------------------------------------- <br /> - ---------------------------------------------------------------------------------------------- _= 251 _ _ _ _ _ _ ___ <br /> X, <br /> ZL <br /> 3 - - - c0<Z 3 i$58 w Q J Vr�O Q � 'L— —$i� <br /> mc <br /> ZTca <br /> I I II <br /> 1 II <br /> ---� <br /> � 111 <br /> Ir� <br /> I 1 I <br /> 1 S5B 1 u <br /> I <br /> u <br /> , I 1 II I II <br /> I <br /> 254 <br /> SSB F 7 Ili Prototype : P4E-HV 2020 -2.0 RELEASE <br /> 17 <br /> i i l 1 I 1 0 <br /> o I Prototype Issue Date: 7.14.2020 <br /> _ 1 u <br /> L ° Design Bulletin Updates: -- <br /> , <br /> I <br /> r i 0 A L _ J II Date Issued: Bulletin Number: <br /> 254 o <br /> i <br /> 558 Ili -- -- <br /> I I <br /> 1 1 251 "I 1ST BLDG. SUBMITTAL <br /> 1 1 � 1II <br /> 1 1 1 <br /> _L 1d <br /> � I 1 71 1 � 1 <br /> I� I I � �I �❑� 1 - -- — — — 4 <br /> I II <br /> 1 II <br /> ' 1411 / \ 1 . F <br /> NI <br /> Fi `. <br /> 5 V_ <br /> 11 <br /> REVISIONS: <br /> 251 ' `1 1 � � 1 I I ,I <br /> 1 55B --� ---2A 254 12.22.2020 1st Building Submittal <br /> 55B <br /> J 1 1 <br /> �1 1 254 <br /> -- 3 <br /> I i / 558 i 4 <br /> ill • • • 254 5 <br /> O O �� SSB - - - - 7 <br /> 21 7 <br /> 1 8 <br /> Y <br /> I <br /> 111 <br /> 251 II I I <br /> Sheet Title: <br /> 11 1 <br /> IlIUi 11 u, 251 i i <br /> HIGH ROOF F <br /> RAMINGD558 11 -- — - — =------------------------------------------------------------------ _________ - ____ _ <br /> - ------------------- <br /> PLAN <br /> ---------------- <br /> 251 <br /> 1 -I Date: 12.07.2020 <br /> I <br /> I <br /> Project Number: 202175 <br /> I I 1 I <br /> 254 I I Drawn By: TA/CAD <br /> 55B E <br /> 0 <br /> U <br /> I I I I O e0 N <br /> I I I N N <br /> Sheet Number: <br /> A B C E G H.1 J K.1 K.3 RIGHT Z Uo� <br /> � <br /> engineers N ? I­ <br /> HIGH ROOF FRAMING PLAN <br /> rn a S2m2 J <br /> SCALE: 1/4" = 1'-0" N Q <br /> CD <br /> N <br /> N m <br /> N � <br /> N <br />