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FRAMING PLAN KEYNOTES QD FRONT CORNER CEILING CLOUD (650 LBS). REFER TO ARCH'L DETAILS FOR ADDITIONAL 10 ICE MACHINE CONDENSER (130 LBS). REFER TO DETAIL 231/55.5 FOR FRAMING ( PRE-FABRICATED AWNING BY OTHERS. REFER TO DETAIL 204/55.1 FOR FRAMING REFER TO SWEET 80.4 FOR INFORMATION. REQUIREMENTS UNDER UNIT. VERIFY LOCATION w/ ARCH'L. REQUIREMENTS FR,4MING FLM NOTES SND 19 FUTURE SOLAR ZONE PER FRAMING PLAN NOTE P. 11 COOLER/FREEZER CONDENSER (200 LBS). REFER TO DETAIL 231/55.5 FOR FRAMING (J MECHANICAL UNIT PER MECHANICAL PLANS. REFER TO DETAILS 1/50.1 FOR FRAMING H REQUIREMENTS UNDER UNIT. VERIFY LOCATION w/ ARCH'L. REQUIREMENTS UNDER UNIT. TRUSS MFR TO COORDINATE FINAL LOCATION AND WEIGHTS o SCHEDULE (0 MC12x2O.1 LEDGER w/MECHANICAL AND/OR ARCHITECTURAL PLANS. �W'1 0 QD MAKE-UP AIR UNIT/ INCLUDING LOADS FOR FUTURE CONDENSER (2000 LBS). REFER TO Q) L 21 2x6 RAFTERS AT 24" o.c. BELOW CORRAL ROOF DETAIL 237/55.5 FOR FRAMING REQUIREMENTS UNDER UNIT. VERIFY LOCATION AND WEIGHT (3) ROOF HATCH PER ARCH'L. REFER TO DETAIL 14/50.6 FOR TYPICAL OPENING IN ROOF w � cti w/ ARCH'L AND MECHANICAL o o rn 22 H55 2 1/2 x 2 1/2 x 1/6 BEAMS AT 24" oz. ® H556x2x3/8 RAFTERS AT 48" o.c.MAX. 13 2x4 STUD WALL AT 16" o.c., REFER TO ARCH'L. FRAMING PLAN FOR ALL INTERIOR W Q E M 23 CANOPY DECKING PER FRAMING PLAN NOTE O. NON-LOAD BEARING WALL SIZES. (k) PRE-FABRICATED WOOD TRUSSES AT 24" o.c.MAX. REFER TO SHEET A1.40 o L3 M 0Q 0 ® 2x BLOCKING TOP AND BOTTOM BETWEEN TRUSSES AT BEARING TYP. PROVIDE 5IMP50N 14 RE5TROOM EXHAUST (216 LBS). ® HSS 2 1/2 x 2 1/2 x 1/6 BEAMS AT 24" o.c. ri ° °C T M H2.5 CLIP AT EA. BEARING TRUSS. O � 15 HOOD EXHAUST (216 LBS). REFER TO DETAIL 231/55.5 FOR FRAMING REQUIREMENTS UNDER Om 4x4 DIAPHRAGM BLOCK w/ 51MP50N HU44TF HANGER TYP. EACH END. ALIGN BLOCKING m ti ALIGN TRU55 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. SIMP50N CM5T12 w/ °C o ti FOR TOWER FRAMING. (2) 16d SINKERS AT 3" o.c. C 6' 16 HANGING KITCHEN HOOD (1100 LBS). REFER TO DETAIL 234/55.4 FOR FRAMING c9 a' ® 6X6 BLOCKING BETWEEN TRUSS w/ HU66 TOP FLANGE HANGER TYP EACH END. TRUSS REQUIREMENT5. VERIFY LOCATION w/ ARCH'L AND MECHANICAL. ® MECHANICAL SCREEN PER DETAIL 214/55.2. VERIFY LOCATION w/ ARCH'L. ~ MFR TO DESIGN FOR 500 PLF FOR TOWER FRAMING. (11 DINING ROOM CEILING CLOUD (900 LB5). REFER TO ARCH'L DETAIL FOR ADDITIONAL ( MECHANICAL SCREEN POST PER DETAIL 215/553 OR DETAIL 213/552. VERIFY LOCATION w/ 21 SHEATHE TOWER PER SHEAR WALL 511112 ON ALL SIDES INFORMATION. ARCH'L Store: H H.2 H.g J 1 K K.1 K.2 K.3 KETTLEMAN & L. SACRAMENTO 1 2 228 218 229 LODI, CA 95242 229 53.1 53.5 55.4 55.4 I S53 55.4 L- 015x33.9 015x33.9 Restaurant #RC576 P4E-HV-M SCHEME A TYP. Professional of Record: NAME A D F � 221 � 221PA55.4 x _ 22, DESIGN X S53 mcID 'm � I = cM � I Architectural U i IU i Solutions Group I � 1 101 Central Expressway South 19'-10" Suite 100 T.O. PARAPET LOW HIGH Allen,TX 75013 CONTACT: EVERETT FIELDS 246 252 (469) 619-1164 535 3 244 00 55.1 85.8 Il'-0" EFIELDS@PMDGINC.COM 16'-1" 53.5 Q T.O. PARAPET 4 T.O. PARAPET 16'-1" 55.1 �� '� 101 3 201 T.O. PARAPET `� 246 244 0S35 16 -1 55.1 Cgs - - 6x - 1 - - - 55.1 - 55.1 - - - - - - --0 - - - S58 T.O. PARAPET T.O. PARAP T �+� 5W12l - ��' 6x10 6x10 `>x�\l�`c _ 2 ��G\NEER b� i tib n 6x6 _ # � �� - ------ U O o o v- 3 D-5 0 6 a 1 � � � CA Z co J 206 �ti �� 249 249 244 s � ; Q� 55.1 55.1 55.1 III �s� LL 0� �? 241 5 1 55.1 1 O O Q d O N 241 241 ; � �� - 55.1 65.1 - - - 55.1 5 5�P ------ - 240 CM5T12 �+ 6 IS 250 S5b 215 `n 553 \ 206 1 65.1 16'-1" T.O. PARAPET 53.4 214 A35 T I - - �� 553 $�� c. 1 253 11 \o+ Prototype : P4E- HV 2020-2.0 RELEASE 558 mto 14 240A �, � � 1 I 12 I I I1 1 N 65b i Prototype Issue Date: 7.14.2020 206 Design Bulletin Updates: -- n I I 1~ I I S51 202 Date Issued: Bulletin Number: e, ee -- - -- - --T� le t�ft -- I ,� I ,�� 15 I I I p 'i I o I I I ' I 852 S>;32 _ _ _- ! L I I 250 1ST BLDG. SUBMITTAL S5 8 ------ - 241 Ir- ----- -------------------- -- I I 2131 214 6 - ----- S51 & 2M CS16 0 0 _ I -- I 552 S52 55.1 ,o u, _-- - F ----- ------------------------ 16 I --- i - - - - - 11 o L -- - -- - - � I I O � I i � � � 6x6 �- ` n o I = 241 11 I i 16 o r-T T -- - - L-- N l i I I 65.1 5 I 11 1 k6� s �\- o T.O. PARAP �, \ ( o I i i ® --� I I CMST12 ------- REVISIONS: 202 238 ii p i i i 55.1 55b 1CD V 1 i i 249 S33 1 12.22.2020 1st Building Submittal CS16 T10 10 I G' � ' 55.1 Jill2 LJ J 4 2 �� o 2 215 4 ] C N 16 I I S58 3 552 1, 0 L - -- - 1 ;l�� 4 5 215 15 250 =_ = 3 I , �`� 1 5 -- - -- - 55.8 533 250 = - - 633 - 6 6 2 X OG.T. 553 i �_ -- I 2408 , 6x CM5T12 558 I -- --------- 7 --T-------- ---- -T1_ 11 1 11 11 11 T� - 6�A 5 241 53.4 3 209 238 (�_�--- - ----------C=�))---- 0 6 556 i I 8 S52 , -1 55.1j S5b C'5TC:16 C ST 2 206 203 r -Efi45TENC 241 55.1 2�� I I 55.1 249 s 203 T.O. PARAPET - - - - 1 65.1 +6 cn 55.1 249 / Sheet Title: -1" 65.1 (0 i �p ?J�s�,d 65.1 `\1�� ROOF FRAMING T.O. PA PET 211 0 6x10 6x10 �- -- - -- -- - I 6x10 6X6 5 1/8x12 Gl_B % `�' 6x8 6x8 5,) / ;3 - _ _ �� - _ - - g PLAN 0 - - 53 6 6x6 ?J/J�s `\lam�� 16'-1" `\lam�� `\1 �� L I 6x6 239 +6 - - - - - - - - 1 T.O. PARAPET 1 - - - - - - - - - - - 10 ti ti201 ' Date: 2 ` 10-411 �/J J 656 I1'-0" s� T.O*IPARAPET 12.07.2020 S32 532 T.O. , J S J s T-O. PARAPET 55.1 206 1 Project Number: 202175 T.O. PARAPE i �s �s �s '`� Sib 55.1 632 1 19'-10" Drawn By: TA/CAD T.O. PARAPET a I I O U I I 3 1 I 2 1 I I OaO � ?212_\ I a? N .2' V 53.1 552 � c, 3 Sheet Number: RIGHT Z� Q A B C E G H.1 J K.1 K.3Q ct r,� e n g i n e e r s N ROOF FRAMING PLAN S2ml SCALE: 1/4 = I'-Oil N o m N �