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50'-11X" <br />10'-4" 4'-4" 11'-4" 4'-4" <br />L1 <br />I (COORDINATE <br />`t W/ MANUF.) <br />SHEAR W LL "B" <br />rMACUNIT <br />925# <br />1 <br />m <br />CONT. <br />ANGLE <br />3 <br />SEE 4 <br />S3.0 <br />.I <br />FORD <br />AILS <br />N <br />m <br />�4 " <br />V) <br />J <br />a <br />w <br />U <br />R <br />co <br />x_ <br />PZ <br />x <br />P.O. <br />R <br />10 <br />6'-0" <br />6'-0" <br />o <br />I <br />I <br />M <br />L) <br />00 <br />I� <br />-8" 2'-6" <br />" <br />. <br />CLR. <br />o <br />i1 <br />e) <br />Q <br />MECH. UNIT <br />WT.= 878# <br />59-,*w I - <br />21'-4" <br />SHEAR WALL "A" <br />SHEAR WALL "A" <br />L1 <br />(® o) I <br />R.D. I ONT. ANGLE <br />SEE 1 /S3 0 <br />FOR DETAI <br />I <br />i� <br />I <br />EXHAUST �Alsl <br />R <br />N I WT.= 100 <br />1 <br />Lo I•- _ I U <br />SEE 8/L3.2 <br />FOR ANGLE <br />ME UNDER <br />EQUICURBS & <br />ROOFNG EDGES. <br />SEE 9/FOR CURB <br />CNCES, TYP. <br />I <br />J <br />LADDERin <br />1 w <br />3 _r <br />WT.= 100# <br />R <br />N <br />R <br />m <br />I <br />co <br />r- <br />STANDARD LINE 0 <br />JOIST o <br />I <br />-' <br />BRIDGING (O 12' <br />0" <br />SPACING MAX) CR <br />SS <br />BRACE SECOND TO <br />END <br />R.D. <br />0 <br />BAY AT EACH BL <br />END <br />I ® <br />® I <br />M <br />31'-8" <br />NOTES: <br />1. SEE SHEET S4.0 FOR GENERAL STRUCTURAL NOTES. <br />2. SEE SHEETS S2.1 & S3.2 FOR WALL REINFORCEMENT DETAILS. <br />3. R.D.: ROOF DRAINS. <br />4. P.O.: ROOF CURB PORTAL OPENING - COORDINATE W/ MECHANICAL DRAWINGS. <br />5. METAL DECK SHALL BE ATTACHED TO ALL SUPPORTS W/ %" DIAMETER PUDDLE <br />WELDS ® 6" O.C. AT ALL PERIMETER SUPPORTS & ® 12" O.C. ELSEWHERE. <br />PROVIDE A MINIMUM OF (5) #10 TEK SCREWED SIDELAP CONNECTIONS PER <br />JOIST BAY OR AS SHOWN ON PLAN. <br />6. SEE 1 /S4.0 FOR CMU JOINT REINFORCEMENT. <br />7. SEE 4/S3.2 FOR ROOF POINT LOAD ON JOIST DETAIL <br />8. SEE 5/S3.2 FOR LINTEL SCHEDULE. <br />9. COORDINATE LOCATION OF ROOF TOP UNITS WITH MECHANICAL DRAWINGS. <br />DIMENSIONS FROM EDGE OF EXTERIOR WALLS TO MECHANICAL EQUIPMENT HAVE A <br />TOLERANCE OF f1'-0" U.N.O. ALL EQUIPMENT SHALL BE FIELD LOCATED SUCH <br />THAT PENETRATIONS DO NOT INTERFERE WITH ROOF FRAMING. <br />10. SEE 1 & 2/S3.1 FOR CONDENSER FRAME DETAILS. <br />11. DRAG STRUT LATERAL LOAD IS WIND CONTROLLED. <br />FRAMING PLAN <br />1 /4"=1'-0" <br />CANOPY, SEE L <br />ARCH. DWGS. <br />FOR DETAILS. <br />MECH <br />- WT.= <br />UNIT LE2 <br />2820# - - - <br />L1 <br />4'-0" <br />J <br />A B <br />111'-4" <br />» <br />10'-0" 1 10'-0" 3'-4" <br />I 2 <br />3.0 SIM. 3 <br />I <br />I <br />B3 (BTM/PLATE +9'-4") B3 (BTM/P TE +9'-4-) <br />�- <br />BRACED FRAME SEE 1/S2.0. <br />PROM E (2) ROWS OF <br />PUDDL WELDS (36/7 PATTERN) <br />ALONG FRAME 1 _ - <br />N <br />JOIST <br />MANUFACTURER TO <br />fli <br />0 <br />DESIGN <br />THIS JOIST AS D <br />G <br />r <br />rn <br />STRUT <br />TO RESIST LATERAL <br />o <br />FORCE <br />ALONG FULL LENG <br />-, <br />OF TOI <br />I CHORD = 31.5 <br />(SEE NOTE <br />11). PROVIDE <br />2) <br />ai <br />ROWS <br />F %"0 PUDDLE WELDS <br />(36/7 <br />PATTERN) ALONG D <br />G <br />"J 1 " STEEL joisrs <br />® 6'-0" O.C.-U.N.O. <br />SEE 1 /S3.2 <br />1 2"x20 GA. WIDE <br />RIB <br />METAL DECKIN <br />. <br />SEE NOTES BELOW <br />FOR <br />ASTENING REQUIREMENTS. <br />C D E <br />ol <br />�4" <br />15'-0Y4" 11'-QY4" 8'-3" <br />1 34'-4" 1 '-01 o <br />I I 3 0 I CANOPY, SEE W <br />ARCH. DWGS. o <br />FOR DETAILS <br />I I I t <br />B4 (BTM/PLA <br />E +9'-4") <br />B2 (BTM/PLATE <br />+9 -4) <br />B1 (TM <br />PLATE +9 -4 <br />- <br />- <br />1 <br />3.- <br />3 <br />R.D. <br />SHEAR W <br />"E" <br />I <br />N <br />N <br />j± <br />6 <br />� <br />in <br />Eli, <br />1 <br />� <br />" <br />MECH. <br />UNIT LE2 <br />CONT. ANGLE <br />SEE 4/S3.0 <br />:► <br />WT.= <br />540# <br />.� <br />FOR DETAILS <br />I. <br />STATE OF <br />SEE 8 <br />S3.2 FOR ANGLE FRAME <br />.. QLomoUNDER •' <br />EQUIPMENT CURBS <br />O OF <br />+ <br />OPEN N <br />EDGES.EE9 <br />3.2 FOR <br />.04 w STRUT LENGTH. CURB LEARANCES, TYP. g I I m Date:2023.08.09 15:32:14-04'00' <br />w <br />R N U THIS DOCUMENT HAS <br />w I <br />ao r oo BEEN DIGITALLY SIGNED <br />3'-6" 5'-0" 5'-8" 5'-8" c i AND SEALED. PRINTED <br />w m ( o COPIES OF THE <br />DOCUMENT ARE NOT <br />EXHAUST F EXHAUST FAN o RIDGE LINE ATTAC COL. TO ROOF I R CONSIDERED SIGNED AND <br />WT.= 150 WT.= 15� a PER ETAIL 3/S3.2 00 SEALED. THE SIGNATURE <br />co <br />MUST BE VERIFIED ON <br />A <br />R% 5'-8" 5'-9y4" 5'-8" 5'-8" 5'-04" N M ANY ELECTRONIC COPIES <br />_�- Q [KA_ o OF THE DOCUMENT <br />I /IT\ I I co 0 :fll /N I I07 28 2023 <br />INDICATES TYPICAL WALL VERTICAL REINFORCEMENT. SEE SHEET S1.0. <br />INDICATES SHEAR WALL REINFORCEMENT. SEE SHEET S1.0. <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />SHEAR WALL "C" <br />38'-8" SHEAR WALL "C" <br />111'-4" (0/0 8" CMU WALL) <br />cn <br />- <br />4 <br />w <br />DATE <br />O <br />� <br />w.. <br />w <br />ID <br />1 <br />2'_8" 13' <br />8" (COORDINATE <br />MANUF.) <br />5 <br />EXHAUST FAN <br />N o <br />10 <br />3.0 <br />I <br />H <br />WT.= 150# <br />v 3 <br />+ <br />+ <br />in <br />c <br />-F <br />_ <br />NDENSE <br />k=260 <br />ONDENSE <br />._ <br />ONDENS <br />=2so <br />5 _c•1/ <br />3- <br />w <br />w <br />4 <br />g <br />a <br />( <br />I <br />Q <br />� <br />z <br />N <br />w cm <br />M o-', <br />Q 4 <br />- <br />I R <br />I <br />I � R.D. <br />I <br />(® ®1 <br />L1 <br />I <br />CANOPY, SEE J, <br />ARCH. DWGS. <br />FOR DETAILS. T <br />4'-0" <br />BEAM SCHEDULE <br />MARK <br />MEMBER <br />SHAPE <br />SUPPORT <br />REMARKS <br />B1 <br />HSS16x4x1/4 LSV + <br />1 4"x7"xCONT. PLATE <br />1/2" END PLATE <br />& BEARING PLATE <br />SEE 1O/S3.2 <br />& 6 S3.2 <br />B2 <br />HSS16x4x5/16 LSV + <br />1 4"x7"xCONT. PLATE <br />J1 <br />n <br />1/2" END PLATES <br />SEE 1O/S3.2 <br />B3 <br />HSS16x4x5/16 LSV + <br />1 4"x7"xCONT. PLATE <br />� <br />& BEARINGPLATE <br />PLATE <br />SEE 1 <br />& 6 S3.23.2 <br />B4 <br />HSS16x4x1/2 LSV + <br />1 4"x7"xCONT. PLATE <br />1/2" END PLATE <br />& BEARING PLATE <br />SEE 1O/S3.2 <br />& 6/S3.2 <br />4 6 -0 ( to Q <br />AL V W er! <br />P.O. I c <br />0 rn M w tn J <br />m I as a 3 z <br />3'_�w w in o <br />CLR. SHEAR W "D" o a � a <br />R I R <br />CONT. ANGLE I � 00 <br />SEE 1/S3.0 R 6 �j 3 o-v'�°w�c` <br />DETAILS 3.0 I jo �i o`-oo`-oo <br />• o � av� ;uv ° <br />a •� o <br />'s J a`00-0 �aa <br />C o ai y� c <br />00, <br />L1 <br />_ a U, T a <br />° U L� O � y U <br />� �Q1 +�l �o C1 QI Ql d <br />M N = O •O <br />pN 'D 33= cO o,a <br />C <br />N w.�° <br />o p 01 , ° c ` <br />U ° C <br />-++ c .L. <br />1 CANOPY, SEE L 1 � e, o � o o Oc o <br />ARCH. DWGS. _ ° <br />3. FOR DETAILS. 3.0 "�'cc0am° <br />3 2 'o Esc <br />w► O c U C O O O <br />° O r X += <br />y y V C Nt w <br />3.0 CQIL ollow <br />cu s'!!o°� <br />O O <br />24'-4" 4'-0" 4'-8" O 0� o 2 a N <br />y �.`.6 or <br />°000°' o <br />`v 0:30:3oa�V <br />U0°�� <br />O,2-0 <br />p ; Cy._�o <br />O ° 000, <br />O T +_'o of C <br />N <br />� N DU) h N 00 <br />1- a;w C+L+ %j +L+ <br />a <br />�0 o eo li <br />Z 04 Q. N <br />C N 4j <br />O <br />O N <br />N <br />m <br />m <br />I <br />JOIST SCHEDULE <br />MARK <br />LOAD <br />JOIST <br />REMARKS <br />J j <br />20/0 <br />SPECIAL <br />SEE 1 /S3.2 <br />J2 <br />20/0 <br />SPECIAL <br />SEE 1 /S2.0 & 1 /S3.2 <br />Z <br />0 <br />m <br />z <br />m <br />� <br />m L& <br />cn <br />00 <br />C:)N <br />9 <br />o N <br />NSN#. 40871 <br />S 1 <br />o 2 <br />FRAMING <br />PLAN <br />