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1 SECTION <br />SCALE: 3/4" = 1 W <br />8"f (TYPICAL) ANCHORS SHALL NOT BE <br />LOCATED WITHIN 1V OF ANY MASONRY HEAD <br />,JOINTS. ANCHOR SPACING MAY BE ADJUSTED <br />8"t (TYPICAL) ANCHORS SHALL - <br />NOT BE LOCATED WITHIN 1V OF <br />ANY MASONRY HEAD JOINTS. <br />ANCHOR SPACING MAY BE I <br />ADJUSTED TO 2"t TO AVOID <br />HEAD JOINTS <br />8"t (TYPICAL) ANCHORS SHALL NOT BE <br />LOCATED WITHIN Or OF ANY MASONRY <br />HEAD JOINTS. ANCHOR SPACING MAY BE <br />ADJUSTED TO 2"t TO AVOID HEAD JOIN, <br />r_5__j SECTION <br />S6 SCALE: 3/4' = 1'-0' <br />PURUN BEARING <br />EL. VARIES <br />TECTURAL <br />FI CFF PF11R DRAWINM <br />i TOP OF BOND BEAM <br />SEE BOX NOTE FOR EL. <br />FI _ SFF PFUR DRAWING <br />2 SECTION <br />SCALE: 3/4' = 1'40' <br />NOTE: FILL ALL CELLS IN CMU WALL <br />MINIMUM 4'-8" IN EACH DIRECTION TO <br />ALLOW FOR PEMB CONNECTION TO <br />MASONRY <br />8" <br />TOP OF MASONRY <br />GRID <br />Rw <br />SECTION <br />SCALE: 3/4' = 11-W <br />IN ALL CASES, THREADED ROD ANCHORS ARE TO BE INSTALLED INTO GROUTED CELLS. <br />SOLIDLY GROUT ALL CELLS & COURSES BETWEEN THE BOND BEAM AT THE TOP OF THE <br />WALL AND A TOP OF BOND BEAM OF ELEVATION 112'-8". <br />(PEMB STRUT CONNEC77ON TO MASONRY AT END SPANS) <br />6 DETAIL <br />SCALE: 3/4' = V4r <br />NOTE FOR EL <br />3 <br />2 <br />8"t (TYPICAL) ANCHORS SHALL NOT BE <br />LOCATED WITHIN 1)" OF ANY MASONRY HEAD <br />GRID JOINTS. ANCHOR SPACING MAY BE ADJUSTED <br />TO 2"t TO AVOID HEAD JOINTS <br />TRIM ANGLE FOR <br />CLEARANCE IF REQUIRED <br />li <br />4 <br />NOTE: FILL ALL CELLS IN CMU WALL <br />MINIMUM 4'-8" IN EACH DIRECTION TO <br />ALLOW FOR PEMB CONNECTION TO <br />MASONRY <br />GRID <br />(TYPICAL PEMB STRUT CONNECTION TO MASONRY AT END SPANS) <br />80t (TYPICAL) ANCHORS SHALL <br />NOT BE LOCATED WITHIN 1V OF <br />1'-0" 80t 8"t 80 <br />t ANY MASONRY HEAD JOINTS. <br />ANCHOR SPACING MAY BE <br />ADJUSTED TO 2"t TO AVOID HEAD <br />JOINTS <br />Rw <br />SECTION <br />SCALE: 3/4" = 1'4r <br />EL. SEE <br />4 DETAIL <br />L!6jSCALE: 3/4' = 1 W <br />8 SECTION <br />SCALE: 3/4' = 1140' <br />KEYNOTES: <br />OPRE-ENGINEERED METAL BUILDING STRUCTURAL SYSTEM. SEE P.E.M.B. SHOP <br />DRAWINGS FOR ADDITIONAL INFORMATION. <br />O2 8" (NOM) SPLIT FACE CMU. REFER TO STRUCUURAL NOTES ON SHEET S1 FOR <br />WALL VERTICAL AND HORIZONTAL REINFORCEMENT <br />J CONTINUOUS 8" (NOM) SPLIT FACE LINTEL BLOCK OR BOND BEAM W/ (1) #5 CONT. <br />O CONTINUOUS FIRE TREATED 2x NAILER WITH )"0 GALVANIZED ANCHOR BOLTS 0 32" O.C. <br />OCONTINUOUS L 6"x4"x)" LEDGER ANGLE. STOP ANGLE Xi" SHORT EACH SIDE OF <br />MASONRY CONTROL JOINTS. ANCHOR TO WALL BY DRILLING %'0x0'-Or DEEP HOLES <br />INTO MASONRY FOR-70XO'-W ALL -THREAD RODS (AS SHOWN IN DETAIL 5/S6) IN <br />FULLY GROUTED CELLS. APPLY ADHESIVE AND INSTALL ANCHORS. REFER TO ADHESIVE <br />ANCHOR INSTALLATION NOTES. ANCHOR ALSO TO BE LOCATED WITHIN 6" OF ANGLE <br />ENDS. <br />6O REFER TO ARCHITECTURAL FOR ALL ROOF FLASHING REQUIREMENTS <br />O CONTINUOUS 8" (NOM) SMOOTH FACE LINTEL BLOCK OR BOND BEAM W/ (1) #5 CONT. <br />gU CONNECTION CUP AND BOLTS BY PRE-ENGINEERED METAL BUILDING SUPPLIER <br />OL 6"x4"x)r CONTINUOUS. - ANCHOR TO WALL BY DRILLING 3"0xO'-6)r DEEP HOLES <br />9 48' O.C. INTO MASONRY FOR (1) Y4"0xO'-8V ALL -THREAD ROD IN FULLY GROUTED <br />CELLS. APPLY ADHESIVE AND INSTALL ANCHORS. REFER TO ADHESIVE ANCHOR <br />INSTALLATION NOTES. <br />10 PRE-ENGINEERED METAL BUILDING WIND BEAM AND BRACING. SEE P.E.M.B. SHOP <br />DRAWINGS. FIELD DRILL HOLES IN WIND BEAM TO MATCH CUP LOCATIONS. <br />ANCHOR WIND BEAM TO WALL BY DRILLING 3"0x0'-6)r DEEP HOLES INTO MASONRY <br />11 FOR (2) Y4"0XO'-8V ALL -THREAD RODS IN FULLY GROUTED CELLS. APPLY ADHESIVE <br />AND INSTALL ANCHORS PER ADHESIVE ANCHOR INSTALLATION NOTES. <br />12 DRILL )"0x0'-4V DEEP HOLES INTO MASONRY FOR (1) h"OxO'-W ALL -THREAD ROD <br />IN FULLY GROUTED CELLS. APPLY ADHESIVE AND INSTALL ANCHORS. REFER TO ADHESIVE <br />ANCHOR INSTALLATION NOTES. <br />13 BOLTS BY PRE-ENGINEERED METAL BUILDING SUPPLIER <br />L 6"x4"x)r LEDGER ANGLE. ANCHOR TO WALL BY DRILLING WhO'-W DEEP HOLES <br />14 INTO MASONRY FOR (5) Y4"0x0'-W ALL -THREAD RODS (AS SHOWN IN DETAIL 7/S6) IN <br />FULLY GROUTED CELLS. APPLY ADHESIVE AND INSTALL ANCHORS. REFER TO ADHESIVE <br />ANCHOR INSTALLATION NOTES. <br />15 REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR WALL SHEATHING. WALL <br />SHEATHING SHALL BE ATTACHED TO EACH STUD AS PER SHEATHING <br />MANUFACTURER'S REQUIREMENTS FOR WIND PRESSURES INDICATED ON SHEET S1. <br />MINIMUM ATTACHMENT REQUIREMENT TO BE #8 CORROSION -RESISTANT (1" LONG) <br />SCREWS ® 8" O.C. AT PERIMETER OF SHEETS AND AT 8' O.C. IN THE INTERIOR <br />FIELD. <br />16 DIETRICH "UNI-CUP" AT EACH STUD. FASTEN TO PEMB STRUCTURAL SYSTEM WITH <br />(2) #12-24 TEK 5 SELF DRILLING SCREWS AND TO STUD WITH (4) #10-16 SCREWS <br />ALIGNED VERTICALLY AS SHOWN. <br />17 6"x16 go. METAL STUDS (60OS162-54) ® 24" O.C. <br />18 8"x16 ga. METAL STUDS (80OS162-54) ® 24" O.C. <br />19 PRE-ENGINEERED METAL BUILDING BRACING. SEE P.E.M.B. SHOP DRAWINGS. FIELD <br />DRILL HOLES IN STUDS FOR 7r0 BOLTED CONNECTIONS <br />20 CONNECT STUDS TOGETHER WITH #12 SCREWS 0 12" O.C. <br />21 EXTERIOR INSULATION FINISH SYSTEM, REFER TO ARCHITECTURAL <br />OL 6"x4"x�" LEDGER ANGLE. ANCHOR TO WALL BY DRILLING WhO'-Wr DEEP HOLES <br />INTO MASONRY FOR (5) Y4"0xO'-8V ALL -THREAD RODS (AS SHOWN IN DETAIL 5/S6) IN <br />FULLY GROUTED CELLS. APPLY ADHESIVE AND INSTALL ANCHORS. REFER TO ADHESIVE <br />ANCHOR INSTALLATION NOTES. <br />O6"x)rx1'-3" PLATE (BY PEMB) WITH SHIM PLATES TO MATCH GAP. FIELD WELD METAL <br />23 SHIMS TO WIND BEAM AS SHOWN. SHIMS TO BE PROVIDED BY CONTRACTOR. <br />24 3%"x16 ga. METAL STUD PARAPET CAP (362S162-54) ® 24" O.C. FASTEN TO <br />EACH STUD TRACK W/ (1) #8 SCREW. <br />a9 DETAIL <br />S6 SCALE: 1 1 /2- = 1 W <br />\\��,� <br />\\�� �fq�sY S ;Ski <br />• No. _ Q <br />• — z <br />STATE OF t4 <br />U)�4 Z w <br />�� �•, .LOLL <br />R40p: ����� 0 <br />�G 0 <br />/ONAI..E?���I�} d <br />z <br />rn <br />w <br />SHEETS BEARING THIS SEAL ARE ° <br />AUTHENTICATED, RESPONSIBILITY FOR w <br />ALL OTHER PLANS, SPECIFICATIONS I <br />OR INSTRUMENTS ARE DISCLAIMED. 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