7631 Gall Blvd (32) - Laserfiche WebLink

Browse Search

co 0 r\ 0 I cn m Q 0 Q 0 0 z Q Ld J 0 w cn J d w Z w c� n cn 1 0 LO 0 0 z 0 a m J CD 0 r 0 0 0 Ln r� Q I N O N ri to o Vi N —1 ry N LD 0 0 0 0 U / w °' 0 :2I O 0 ro Ln � o �cn N ~ U N �p O N a_ 00 / NOTE: CENTERLINE OF EMBED PLATES SHALL BE AT LEAST 1'-4" AWAY FROM MASONRY JOINTS.. N w V) V o NOTE(5)- 1. CL OF PLATE VARIES. REF a FRAMING PLAN AND DETAIL 2. POSITION PLATE WITHIN -$` w o GROUTED COURSES. of 0 3. DO NOT PLACE HSA IN CMI 4w�/ I ULV VI\ I ILr1V VVIIY IJ. 0 DRILL A 2 1 /2" DIA HOLE AT EACH STUD IN FACE SHELL CENTERED ON HEADED STUD PLATE 3/8"x1 O"xO'-1 ANCHOR; POSITION PLATE (4) 1/2" DIA BEFORE GROUTING x 5" HSA VERTICAL EMBED PLACEMENT EMBED PLATE WALL EMBED DETAILS 3/4" = 1'-O" D72712 S4-008 3'-0" MIN CONNECTIONS TO CONT STEEL 110, MEMBERS AT ALL WALLS, JOISTS 6" AND AROUND ALL OPENINGS lo TYP (36/7 PATTERN) CONNECTOR PATTERN DIAGRAM CL OF JOIST (•) CONNECTIONS AT 6" OC TO CONT STEEL MEMBER AT ALL WALLS, JOISTS AND AROUND ALL OPENINGS (36/7 PATTERN) CL OF JOIST DECK SIDELAPS I I I I II REF FASTENER SCHEDULE FOR ENLARGED TYPE OF SIDELAPS, CONNECTOR, AND DETAIL NUMBER OF CONNECTORS REQUIRED BETWEEN SUPPORTS n6ROOF DIAPHRAGM CONNECTION — — BAR 1 /2"x2"x1'-O" CENTER ON SPLICE 1/4 1/4 CONTINUOUS STEEL MEMBER CONTINUOUS STEEL MEMBER BAR 1/2"x2"x1'-O" 1/2" CHAMFER CENTER ON SPLICE CHORD SPLICE DETAILS NTS 073109 5-2-41 TOP CHORD PANEL 3" OR REATE CONCENTRATED LOAD, REF NOTE GENERAL CONTRACTOR TO PROVIDE AND INSTALL FIELD STRUT (L2x2x3/16) EACH SIDE OF JOIST AT ALL LOCATIONS WHERE CONCENTRATED LOAD DOES NOT OCCUR WITHIN 3" OF A PANEL POINT. INSTALL ANGLE WITH ONE END AT LOCATION OF LOAD AND OTHER END AT A PANEL POINT ON THE OPPOSITE CHORD, TYP TYP EACH END EACH ANGLE PROVIDE JOIST REINF IN ACCORDANCE WITH THIS DETAIL FOR ALL CONCENTRATED LOADS IN EXCESS OF 100 POUNDS. WHERE MORE THAN ONE CONCENTRATED LOAD EXISTS WITHIN A CHORD PANEL AND THE SUM OF THOSE LOADS EXCEEDS 100 POUNDS, PROVIDE JOIST REINFORCEMENT AS DETAILED SUCH THAT THE SUM OF THE LOADS WITHIN THE REMAINING UNSUPPORTED CHORD LENGTH DOES NOT EXCEED 100 POUNDS. JOIST REINFORCING AT PO 3/4"=1'- 0" NT LOADS FASTENER SCHEDULE {) DECK TO CONTINUOUS STEEL MEMBER (*) SIDE LAP SUITABLE BASE MATERIAL CONNECTOR TYPE (36/7 PATTERN) CONNECTOR SPACING THICKNESS RANGE, IN. POWDER ACTUATED HILTI (1) AT (2) 7/64 TO 1/4 INCLUSIVE (POWDER OR AIR) X-EDNK22-THQ12 HSN EQUAL SPACES POWDER ACTUATED HILTI (1) AT (2) 3/16 TO 3/8 INCLUSIVE (POWDER) X-EDNI9-TH012 HSN EQUAL SPACES 3/16 TO 5/16 INCLUSIVE (AIR) POWDER ACTUATED HILTI X-ENP-19 (1) AT (2) THICKER THAN 1/4 (POWDER) EQUAL SPACES 5/8" DIAMETER PUDDLE WELDS (1) AT (2) ALL THICKNESSES EQUAL SPACES #12 SELF DRILLING SCREWS #3 POINT 1/8 TO 3/16 INCLUSIVE EQUAL SPACES #12 SELF DRILLING SCREWS #4 POINT (3) AT (4) 3/16 TO 1/4 INCLUSIVE EQUAL SPACES (1) AT (2) THICKER THAN 5/16 (AIR) AIR PNEUTEK K-66056 EQUAL SPACES (1) AT (2) 5/32 TO 1/4 INCLUSIVE (AIR) AIR PNEUTEK SDK-63075 EQUAL SPACES NOTES: 1. ALL SIDE LAP SCREWS SHALL BE #10-16 SELF -DRILLING SCREWS AT EQUAL SPACES, DIAGRAM AND SCHEDU 072911 OMIT BAR WHERE CJ INTERSECTS RE-ENTRANT CORNER TOP AND BOTTOM 1 HORIZ REINF, TYP 6 (1) ll #5 10 SLAB CORNER BARS TO MATCH TOP EDGE AND BOTTOM HORIZ REINF, TYP CORNER BAR REINF 3/4" = 1'-O" 022202 S2-015 S4-009 COLUMN BASE PLATE T T GROUT MAY BE BEVELED OR FORMED BUT SHALL EXTEND A MIN OF "T" BEYOND FACE OF BASE PLATE. "T" = 1 1/2" GROUT PLACEMENT NOTES: 1. REF SECTION FOR WIDTH "W", LENGTH "L", AND THICKNESS "T". 2. ANCHOR BOLTS WITH FORGED HEADS MEETING THE REQUIREMENTS OF ASTM A307 MAY BE SUBSTITUTED FOR 3/4" DIA ANCHOR BOLTS. NO SCALE BASE PLATE DIAGRAMS NTS STRUCTURAL CURBS NOTES: 1. INSTALL STRUCTURAL CURBS, HEADERS, AND FRAMES AND WELD TO SUPPORT STEEL BEFORE DECK IS PLACED, 2. ADJUST LOCATION OF RTU SO CURB FALLS WITHIN 3 INCHES OF JOIST PANEL POINTS. IF CURB IS MORE THAN 3 INCHES FROM PANEL POINT. REF 8-S3 FOR JOIST REINFORCING. 0 w m z z w O :2i 1= o U m m :2 w w w Of VARIES 072712 CL OF JOIST REF SPECIFICATIONS REF ROOF DIAPHRAGM FOR STRUCTURAL AND CONNECTION DIAGRAM NON-STRUCTURAL CURBS AND SCHEDULE FOR ATTACHMENT TYPE AND SIZE. LOCATE AT 6" OC AT 12" MAX OC REF SPECIFICATIONS 1/8 1 1/2 ALONG SUPPORT FOR STRUCTURAL AND L5x3x1/4 (LLV) ANGLE NON-STRUCTURAL CURBS CROSS MEMBER - - - - - - L I Z� CROSS MEMBER (NO CROSS MEMBER AT SMI) I 1 8 1 1 2 ANGLE 1 /8 1 1 /2 TO JOIST 7C—S3 REF SPECIFICATIONS k VARIES TO FOOTING OR PEDESTAL REF SECTIONS FOR DIAMETER 1/8 ANCHOR BOLT DIAGRAM COLUMN TACK HEAD OR DAMAGE THREADS 4 SIDES L N OTE: REF DETAILS FOR ANCHOR BOLT LAYOUT BASE PLATE NO SCALE REF ROOF DIAPHRAGM CONNECTION DIAGRAM REF ROOF DIAPHRAGM AND SCHEDULE FOR CONNECTION DIAGRAM ATTACHMENT TYPE AND AND SCHEDULE FOR SIZE. LOCATE AT 6" OC ATTACHMENT TYPE AND 1/8 1-6 SIZE. LOCATE AT 6" OC AT 12" MAX OC 1/8 1 1/2 ALONG SUPPORT 1/8 1-6 GENERAL CONTRACTOR TO PROVIDE * (2) 1 /8"x1 1/2" L1 1 /2x1 1 /2x1 /8 WHERE REQUIRED FILLET WELDS AT JOIST WITHOUT HEADER DETAIL 1 7D—S3 c`�n FOR SEF TRUCTURAL I CURB m CL OF 3. —� GENERAL CONTRACTOR SHALL FOR STRUCTURAL CURB �- CL OF JOIST r� CROSS MEMBER REQD WHEN JOIST COORDINATE RTU DIMENSIONS REF ROOF DIAPHRAGM CURB IS INSTALLED AT I AND FRAMING LOCATIONS WITH THE STEEL FABRICATOR, CONNECTION DIAGRAM CL OF JOIST C INTERNAL ROOF DRAINS MECHANICAL AND ERECTION AND SCHEDULE FOR REF SPECIFICATIONS - - CL OF JOIST SUBCONTRACTORS. ATTACHMENT SIZE. LOCATE TYPE AND AT FOR STRUCTURAL CURB FIELD ATE 4. HEADERS ARE NOT REQUIRED 6" OC - - FRAMEFROM FOR STRUCTURAL CURBS EXCEPT 1 8 1 1/2 REF ROOF DIAPHRAGM L5x3x1 /4 (LLV) SIM _ _ CL OF WHEN THE CURB DOES NOT 1/8 1 1/2 CONNECTION DIAGRAM I JOIST SPAN BETWEEN TWO JOIST OR L5x3x1 /4 (LLV) AND SCHEDULE FOR 7D-S3 THE CURB CANTILEVERS MORE - - - -I - ATTACHMENT TYPE AND I - - 7D-S3 I I REF 7A-S3 FOR THAN TWO FEET OVER THE JOIST.[IL 2 1 SIZE. LOCATE AT 6 OC CL OF JOIST I I INSTALLATION 5. REF DETAIL 1 FOR CONNECTION - - - - - - - - OF HEADERS AS OF DECK PARALLEL TO CURB, I 1 /8 1 1 /2 - - - - REQUIRED WHERE REQUIRED. 6. DO NOT INSTALL STRUCTURAL L5x5x5/16 x 0'-6" 3 16 TYP _ _ CL OF CURBS ON TOP OF DECK. 1 8 1 1 2 1/8 1 1/2 ANGLE TO JOIST - - - - - - - - - - - - I 3/16 1" TYPc�n JOIST 7. STEEL SUPPLIER TO FURNISH 5 1 /2" STOCK ANGLE FOR FIELD OPENING IN ROOF LARGER THAN FABRICATED FRAMES. 3 16 10"x10" (INCLUDING EXHAUST RTU STRUCTURAL CURBS CMU CON7 REF FDN I LOCATION 3/16 713—S3 FANS AND CONDENSING UNITS) RTU FRAMING SUPPORT PLAN NTS 073109 8-1-24 8» NOM EQ EQ NOTE: REF 2-S1 FOR INFORMATION SHOWN BUT NOT NOTED. LAP BARS AT • BAR POSITIONER BOND BEAM AT TOP OF ° WALL WITH (1) #5 CONT THROUGH CONTROL JOINTS z ��._ REF 2-S1 FOR VERT REINF; o ZA—S3 i LOCATE REINF CL OF WALL N I WHEN TOP OF WALL IS ONE I HOLD TOP OF EACH GROUT POUR BLOCK OR LESS ABOVE JOIST 2" DOWN BELOW TOP OF BLOCK TO BEARING, ADD #3 WITH ACI STANDARD 180 DEGREE HOOK Z_- I PROVIDE KEY FOR NEXT POUR, TYP IN EACH VERT REINF CELL REF SPEC SECTION BAR AT CL 04200 FOR REQUIRED GROUTING PROCEDURES cn = I � Ln REF GENERAL NOTES FOR _ w HORIZ JOINT REINF ow w = J Ln m 2A-S3 m BAR POSITIONER AT 8" MAX J cr ABOVE TOP OF GROUT POUR, TYP O` w � REF FDN PLAN FF EL VERT CONTROL JOINTS SHALL TERMINATE AT TOP OF FTG BOND BEAM WITH (1) #5 CONT THROUGH CONTROL JOINTS; FULLY GROUTED NORMAL WEIGHT CMU BELOW GRADE MUST COURSE WITH FINISHED FLOOR TYPICAL SLAB REINFORCING AT DOOR NTS 092812 3-4-09 NOTE: BOND BEAM STEEL NOT SHOWN FOR CLARITY. FIRST EMBED ENLARGED DETAIL BOND BEAM REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL REF FOUNDATION PLAN FOR JOINTS AT FLOOR AND LOCATION OF CONTROL JOINTS; TOP OF WALL ONLY PROVIDE VERT WALL REINF IN 2'-0" MIN FIRST CELL EACH SIDE OF 11, CONTROL JOINT AND AT CORNER; SIZE BARS TO �� ..: MATCH VERT WALL REINF CORNER NOTE: WHERE CONTROL JOINT DOES NOT OCCUR AT CORNER: 1. PROVIDE ADDITIONAL #5 x 4'-0" CORNER BARS AT EACH BOND BEAM. LAP REINF AS SHOWN. 2. EXTEND HORIZ JOINT REINF TO END OF WALL IN BOTH DIRECTIONS SO THAT IT LAPS AT THE CORNER. 3. PROVIDE VERT WALL REINF IN THE CORNER CELL. --- ---- Z ��- -*---- -�- '�----- , IN 111 �� m-->----��- ►•- -L ��===------ ---= ` NOTE: CMU, GROUT AND JOINT REINF SHALL BE DISCONTINUOUS AT CONTROL JOINTS DOWN TO TOP OF FOOTING OR CONIC STEM WALL. BOND BEAMS SHALL BE DISCONTINUOUS AT CONTROL JOINTS EXCEPT AT ROOF AND FLOOR LEVELS AND TOP OF WALLS. REF FDN AND ROOF FRAMING PLANS FOR CONTROL JOINT LOCATIONS. DO NOT LOCATE CONTROL JOINT WITHIN 2'-0" OF OPENINGS, UNO CONTROL JOINT 3-1-09 CMU WALL REINFORCING DIAGRAM 3/4"=1'-0" 092509 STEEL REINF LAP SCHEDULE CONCRETE LAP SPLICE (CLASS B) (IN) CMU BAR SIZE f'c = 3,000psi fc = 3,500psi f'c = 4,000psi f'c = 4,500psi f'c = 5,000psi LAP SPLICE TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER (IN) 3 17 16 16 16 16 16 16 16 16 16 18 4 23 18 21 16 20 16 19 16 18 16 24 5 28 22 26 20 25 19 23 18 22 17 30 6 34 26 31 24 29 23 28 21 26 20 36 7 49 38 45 35 43 33 40 31 38 29 42 8 56 43 52 40 49 37 46 35 44 34 48 REINFORCING LAP SCHEDULE 1 NTS 051009 s4-005 24, 24. 1 I i i I 1104 Jam' Q I- OPENING WIDTH o z = O REF ARCH O o W U 5 J z c:s. S af Q c� Q o zW 4 0 -N e w O OH dAMB JAMB W W 0 w _ CD z Z w d O CMU LINTEL SCHEDULE WIDTH (W) CLEAR SPAN DEPTH (D) LINTEL REINF 8" SCUPPER 8" 1 5 BOTTOM 8" UP TO 6'-4" 1'-4" 1 5 BOTTOM 8" UP TO 16'-0" 2'-8" 2 6 ALL COURSES ( OMIN (rIOMIN ) LINTEL 6 J 8" AT SCUPPER OPENINGS Li 16" AT OPENING UP TO 6'-4" WALL OPENING Z 8 9 1 24" AT OPENING UP TO 16'-0" SIZE BARS TO MATCH VERT (D CMU WALL REINF PROVIDE (2) BARS EACH CELL FOR LENGTH OPENING WIDTH c a:. e., REF ARCH PLAN - _ ° °..-. .; ....:.e .. ° REQUIRED, TYP "N N a GROUT ALL REINFORCED CELLS AND CONTINUE REINF TO FULL 5 8" CMU HEIGHT OF WALL, TYP JAMB TYPICAL MASON LAN O�_ EL LAN Ah EL NOTES: 1. SPLICES IN VERT REINF; REF CMU WALL REINF DIAGRAM. 2, BOND BEAM; REF CMU WALL REINF DIAGRAM. 3. EXTEND GROUTED LINTEL AND REINFORCING A MINIMUM OF 2'-0" OR 40 db (WHICHEVER IS GREATER) BEYOND FACE OF OPENING EACH SIDE (EXTEND BARS THROUGH CONTROL JOINTS OR AROUND CORNERS AS REQUIRED.) 4. USE LINTEL BLOCKS ONLY FOR BOTTOM COURSE OF LINTEL BEAMS OVER OPENING, UNO. 5. CONTINUE VERT WALL REINF OVER OPENING. ANCHOR VERT REINF INTO LINTEL BEAM WITH STANDARD ACI 90' HOOK. 6. ALL VERT BARS AT OPENING JAMBS TO BE FULL HEIGHT. 7. WHERE HORIZONTAL REINF IS TERMINATED BY OPENING OR CONTROL JOINT PROVIDE STANDARD ACI HOOK WITH VERT WALL REINF IN THE END CELL. 8, PROVIDE VERTICAL REINFORCING BELOW OPENING. ANCHOR WITH STANDARD ACI 90' HOOK INTO CONTINUOUS FOOTING AND INTO SLAB TURN -DOWN OR BOND BEAM BELOW OPENING. 9. PROVIDE (1) #5 AT BOTTOM OF ALL OPENINGS ABOVE FINISHED FLOOR. EXTEND A MINIMUM OF 2'-1" BEYOND FACE OF OPENING EACH SIDE (EXTEND BAR THROUGH CONTROL JOINTS OR AROUND CORNERS AS REQUIRED.) RY WALL OPENING 012712 DIAGR � SCHEDULE N C O O � V �eopp y a 1) ua 166, NwQo U- so Zzuws or, �oFc -D ui --FWo w o� of 3o¢J�wNUoz�r O z Qc�nJ`'ac~ip�o u- a� yU tnNwa�X�W�jQ} w�aaWw raO 3�C'_.,zap'xwo-,Uw OF zocan NOHTw�pnzoJQ<- oN�UxNw xazw �0>0- m0ZWm wa-awww0aWg I-- NztaLocw} wnnvociod2 so wg 0 Q I os � om Lb Ln ....,........�Oli„. p �' E' w J m Ln 0 O $ c a 0 U ti O z 0 a % 0 0 C=) acr as I�! CD O � � O � z W O CQ �X4 44 z GQ 0 ISSUE BLOCK / 1 \ 07/11 /16 ADD #3 CHECKED BY: BJH DRAWN BY: CMP PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 JBA PROJ#: 1435000706 LIQUOR BOX GENERAL SCHEDULES AND DIAGRAMS SHEET: S3