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STRUCTURAL SHEET INDEX QUALITY ASSURANCE REVIEW
<br /> REVIEWED BY: JOEL SHERMAN
<br /> 5 4.5 4 3.5 3 2.5 2
<br /> A U TU L N TE PARTIAL REVIEWERS PHONE: 763-577-9169
<br /> ROOF FRAMING PLANS&DETAILS
<br /> DATE: TBD
<br /> 24'-0" 20'-0" 22'-0" 22'-0" 22'-0" 22'-0" �
<br /> i i (E)DBE= 125'-0�� TA R G E T�
<br /> , , , , i TYP GRID B ENERAL TR T RA
<br /> s .. G S UC U L NOTES
<br /> _ ,�,.
<br /> ,,.�.... :, _ ., _
<br /> �. _ - - - _ .�..w. _. _. _: _ �, ... .� .� � � _ ,�. _ : . - - -
<br /> .� . : _..__.�,. :_ _ ' _____� _ ... .� r � :
<br /> ,_ : . _ ; ._,.,� _ _ : - - - � - ,� _ _ -
<br /> B ,. , : _ „ � < , , � : - -�..� . - - - ..= 1000 NICOLLET MALL
<br /> , MINNEAPOLIS, MN 55403
<br /> 1, DESIGN CODES
<br /> I � � � "; A. BUILDING CODE BASED ON THE 2015 INTERNATIONAL BUILDING CODE(IBC)W/STATE&LOCAL AMENDMENTS.
<br /> � � o ,; B. AISC 360, "SPEClFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF
<br /> x x J ;:' (E)4x 8 (E)4x16 (E)4x16 (E)4x16 (E)4x16 (E)4x16 STRUCTURAL STEEL FOR BUILDINGS"
<br /> °� � � " -�--- �----�- C. ACI-318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"
<br /> I M M �F �
<br /> � W W W %� � � � � �
<br /> � � � (E)SUB-PURLINS M M r, � 2. DESIGN STRESSES
<br /> i � � � (E) 1/2"STRUCTURUL 1 ,x� � � A. STEEL: , ,
<br /> N I � � @ 2�-���NP � PLYWOOD SHEATHING � � � WIDE FLANGE STRUCTURAL STEEL fy=50 KSI(ASTM A992)
<br /> (E)4x 8 "' (E)4x16 "' (E)4x16 w w w w MISCELLANEOUS STRUCTURAL STEEL fy=36 KSI(ASTM A36)
<br /> � ? � � -- � (E)4x16 -- (E)4x16 �� �(E)4x16 -� � SHAPES(OTHER THAN WIDE FLANGE)
<br /> STRUCTURAL TUBING fy=46 KSI(ASTM A500, GRADE B)
<br /> I STRUCTURAL PIPE fy=35 KSI(ASTM A53, GRADE B)
<br /> � [ B. CONCRETE:
<br /> SLAB ON GRADE fc-3000 PSI Planners and Engineers 763.559.9100
<br /> ,'',�-
<br /> fs ALL OTHER fc-SEE SPECIFICATIONS(NON FROST) 2300 Berkshire Lane N, Suite 200 www.vaaeng.com
<br /> A 2 _ ,:��:� _ _ _ _(E)6x 16_ _ _ _ _ _(E)4x1 _ _ _ _ _ _(E)4x16_ _ _ _ _ _ _ _ _ _(E)4x1 _ _ _ _(E)4x1 _ _ _ _ _ _ _ _ _ _(E)4x1 _ _ _ _ _ _ _ STOOPS AND EXTERIOR SIDEWALKS fc=4500 PSI W/6% +/-1% ENTRAINED AIR WATER Plymouth, MN 55441 info@vaaeng.com
<br /> � TO CEMENT RATIO(W/C)=0.45 MAX(FROST)
<br /> Project#179630
<br /> � i REINFORCING fy=60 KSI(ASTM A615) UNO
<br /> A � ,,,,.� - - - 3. DESIGN LOADS 10 1
<br /> - � - - - - - �,. � �
<br /> ROOF LIVE LOAD 20.0 PSF(REDUCIBLE) �
<br /> I I I SEE PLAN � I (E)W16X26 RELOCATED SEE PLAN I (E)DBE= 125'-3" ROOF SNOW LOAD 25 PSF+DRIFTING �
<br /> TYP GRID A GROUND SNOW LOAD 25 PSF
<br /> i I I NOTE 4 1'-3114" N i �,_�2��$" NOTE 4 I SNOW EXPOSURE FACTOR 1.0
<br /> SNOW LOAD IMPORTANCE FACTOR 1.0
<br /> 7 g i I g i g THERMAL FACTOR 1.0
<br /> � S141 � � S141 � S141 S141 � BASIC WIND SPEED 110 MPH(ULTIMATE)
<br /> I I I WIND EXPOSURE CATEGORY C
<br /> 11'-11 1/4"+/- 35'-0114"+/- i 50'-0"+l- i 14'-9 112"+l- RISK CATEGORY II
<br /> � 1200S162-68 @ 16"OC 1200S162-68 @ 16"OC 400S162-43 @ 16"OC 1200S162-68 @ 16"OC � INTERNAL PRESSURE COEFFICIENT +/-0.18
<br /> I I i 111'-9"+/- i WIND PRESSURE - 25 PSF �
<br /> SEISMIC DESIGN CATEGORY D � S141
<br /> � � � � i SEISMIC SITE CLASS D
<br /> I I I I I SPECTRAL RESPONSE COEFFICIENTS SpS=0.951, Sp�=0.549
<br /> TRUE SS =1.426, S� =0.549 q
<br /> SEISMIC IMPORTANCE FACTOR 1.0 _
<br /> NORTH BASIC SEISMIC FORCE RESISTANCE SYSTEM BEARING WALL SYSTEM W/ORDINARY
<br /> � PARTIAL ROOF FRAMING PLAN REINFORCED CONCRETE SHEAR WALLS KEYPLAN
<br /> S141 SCALE: 1/8"=1'-0" SEISMIC MODIFICATION COEFFICIENT(R) 4.0
<br /> SEISMIC RESPONSE COEFFICIENT C =0.238
<br /> BASE SHEAR 0.�38W
<br /> ANALYSIS PROCEDURE EQUIVALENT IATERAL FORCE
<br /> FRAMINGNOTES: Date N0. Description
<br /> 1. EIFS FINISH TO BE ATTACHED TO NEW STUDS, SEE ARCH.
<br /> 4. CAST-IN-PLACE CONCRETE 02-06-18 PERIMT ISSUE
<br /> 2. PROVIDE CONT TOP AND BOTTOM TRACKS AT VERTICAL STUDS UNO, A. ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE
<br /> SEE GENERAL STRUCTURAL NOTES. WITH THE ACI"MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCING
<br /> 3. AT EACH STUD TO TRACK CONNECTION, PROVIDE(1)#10 TEK SCREW CONCRETE STRUCTURES"
<br /> EACH SIDE UNO. B. PROVIDE SUITABLE WIRE SPACERS, CHAIRS AND TIES FOR SUPPORTING -
<br /> 4. (E)BEAM TO BE REMOVED TO ALLOW FOR INSTALLATION OF NEW
<br /> I I L I ITI N
<br /> FRAMING AND REINSTALLED PER DETAIL 5 C. SPLICE REINFORCING 48 BAR DIAMETERS UNLESS NOTED OTHERWISE
<br /> D. CONCRETE COVERAGE SHALL COMPLY WITH CHAPTER 7 OF ACI 318
<br /> S141 E. COORDINATE SIZES AND LOCATfON OF SLEEVES, INSERTS AND BOX-OUTS REQUIRED
<br /> 5. POST HARDENED CONCRETE ANCHORS AND REINFORCEMENT
<br /> 4"SLAB ON GRADE W/ (E)WOOD PURLIN SEE USE HILTI KWIK BOLT TZ(ICC ESR-3785, COLA RR 26057)OR HILTI HIT HY 70 ADHESIVE
<br /> #3 @ 16"OC EA WAY PLAN FOR SIZE&SPA (E)WOOD PURLIN SEE ANCHOR SYSTEM(ICC ESR-2682, COLA RR 25980)FOR SOLID GROUTED CMU ONLY.
<br /> (E)SLAB 4 1/2"EMBED PLAN FOR SIZE&SPA USE HILTI KWIK BOLT TZ(ICC ESR-1917, COLA RR 25701)OR DRILL&EPDXY TO(E)
<br /> ON GRADE SIMPSON LUS26-2 6'-0"MAX W/HILTI HIT-HY 200(ICC ESR-3187, COLA RR 25964)FOR CAST IN PLACE CONCRETE
<br /> HANGER EA END SIMPSON LUS26-2 6'-0"MAX ONLY OR USE POST INSTALLED ANCHORS AND REINFORCEMENT AS SPECIFIED IN
<br /> � MATCH T/0 E SLAB (2)-2x6 UNDER CURB.ALIGN HANGER EA END THE DRAWINGS. SUBMIT ALTERNATES WITH TECHNICAL TEST DATA AND ICC ESR
<br /> INSIDE OF CURB W/INSIDE (2)-2x6 UNDER CURB.ALIGN
<br /> • 2x4 SUB-PURLIN @ 2'-0" OF FRAMING. (2)-2x6 EA INSIDE OF CURB W/INSIDE PER PLAN (E)CURVED BEAM NUMBER FOR APPROVAL BY STRUCTURAL ENGINEER PRIOR TO USE.
<br /> OC AS REQ'D SIDE OF OPENING-FIT OF FRAMING. (2)-2x6 EA 6. STRUCTURAL STEEL
<br /> �1,_� r� ' i r- W TIGHT TO(E)SHEATHING ADD(2)-2x4 W/ x SIDE OF OPENING-FIT A. UNLESS DETAI�ED OTHERWISE, MAKE WELDED CONNECTIONS USING
<br /> - =� SIMPSON LUS24-2 � TIGHT TO(E)SHEATHING E70XX ELECTRODES OR BOLTED WITH 3/4"A325-N BOLTS.
<br /> � HANGERS EA END IF(E) NE -
<br /> NEW OPENING - �
<br /> o SHEATHING EDGE NIN
<br /> #3x1'-0" DOWELS @ 16"OC ' DOES NOT END AT(E) � 1/4 3 B. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED
<br /> CTR ON(E)SLAB DRILL AND EPDXY ADD(2)-2x4 W/ � PURLIN 1/4 3 NP AT EA HSS PER ASTM A153 OR OTHERWISE PROTECTED.
<br /> INTO(E)W/HILTI HIT-HY 200 SIMPSON LUS24-2 7. LIGHT GAUGE FRAMING
<br /> (ICC ESR-3187, COLA RR 25964) HANGERS EA END IF(E) A. STEEL STUDS REFERENCED IN THESE DRAWINGS ARE PER THE PROPERTIES AND - -
<br /> OR EQUIVALENT SHEATHING EDGE
<br /> �T/0(E)STL=B/0(E)BM SPECIFICATIONS OF STEEL STUD MANUFACTURERS ASSOCIATION(ICC ESR 3064P).
<br /> DOES NOT END AT(E) PER PLAN � - - -
<br /> PURLIN CONTRACTOR TO VERIFY MANUFACTURER'S STUD STRENGTH AND LIMITING HEIGHT.
<br /> 10d NAILS @ 3"OC AROUND �
<br /> 10d NAILS @ 3"OC AROUND (E)SHEATHING EDGES TYP 1. MATERIAL THICKNESS:
<br /> (E)SHEATHING EDGES TYP
<br /> DESIGNATION NOMINAL THICKNESS GAUGE
<br /> NOTE: 33 MILS 0.0346" 20
<br /> 1. (E)FRAMING ORIENTATION MAY VARY. NOTE: (E)HSS PER PLAN 43 MILS 0.0451" 18 --
<br /> 2. (E)SHEATHING&SUB-PURL�NS NOT 1. (E)FRAMING ORIENTATION MAY VARY. 54 MILS 0.0566" 16
<br /> SHOWN FOR CLARITY. 2. (E)SHEATHING&SUB-PURLINS NOT 68 MILS 0.0713" 14
<br /> SHOWN FOR CLARITY.
<br /> 97 MILS 0.1017" 12
<br /> B. STRUCTURAL STEEL STUD AND JOIST SECTIONS;
<br /> 2 NEW TO EXISTING SLAB DETAIL 3 ROOF OPENING FRAME DETAIL 4 ROOF OPENING FRAME DETAIL 5 E CURVED BEAM DETAIL 6 NOT USED 2. MINIMUMYIELDST ENGTH/$��33KSIFOR4oMILTHICKNESSANDBELOW, 50KS1
<br /> S141 SCALE: 1"=1'-0" S141 SCALE: 1/4"=1'-0"
<br /> S141 SCALE: 1/4"=1'-0" S141 SCALE: 1"=1'-0"
<br /> S141 FOR 54 MIL AND GREATER
<br /> 3. STUDS AND JOISTS SHALL HAVE ICC AND LOCAL BUILDING DEPARTMENT
<br /> APPROVALS
<br /> 4. WALL STUDS AND TRUSS TOP CHORDS-43 MIL(18 GAUGE)AT 16"OC UNO
<br /> 11 11 10 5. TOP AND BOTTOM TRACK-GAUGE TO MATCH WALL STUDS UNPUNCHED UNO
<br /> S141 S141 S141 C. CUT STUDS TO FIT SNUGLY AGAINST ATTACHING MEMBERS. NOTCHING OR COPING OF
<br /> STUDS IS NOT ALLOWED UNO. FRAMING MEMBERS SHALL BE CUT SQUARELY OR AS REQUIRED
<br /> �T/0 STUD � �T/0 STUD � �T/0 STUD TO FIT NEATLY AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN PLACE
<br /> EL=127'-6" EL=127'-6" EL=127'-6" - UNTIL PROPERLY FASTENED. , ;
<br /> D. PLUG, BUTT, OR SEAM WELDING UNLESS OTHERWISE NOTED. PROVIDE SUITABLE STITCH
<br /> I I � I I (E)ROOF DECK � F, j�
<br /> I I I I I I I PLATE WHERE WELDING WOULD CAUSE BURN-THROUGH.APPLY A ZINC RICH PAINT �`i �
<br /> T/0 E WALL T/0 E WALL 4"STUD,SEE PLAN T/0 E WALL � � TO ALL WELDED AREAS. '�� ��`l�'S�'� �
<br /> 4"STUD,SEE PLAN r
<br /> EL=126'-6" � � I EL=126'-6" _ � EL=126'-6" � ' �`
<br /> - '"- (E)ROOF DECK � -"` (E)ROOF DECK E. PROVIDE APPROVED COVERINGS ON EACH FACE OF STUD AND JOISTS OR PROVIDE �e �,
<br /> - ` _ -� ADEQUATE BRACING, BLOCKING, OR BRtDGWG @ 4'-0"OC PER MANUFACTURER'S � ��'
<br /> . . . . , I � �t
<br /> ---�-- --- ____.________ ' INSTRUCTIONS. ,� �.����;�� - �
<br /> . . . . -
<br /> - I F. MINIMUM CONNECTION REQUIREMENTS UNO:
<br /> , G .
<br /> 1. ALL STUD TO STUD,OR BULKHEAD STUD TO CEILING TRACK CONNECTION � ~�N��' ' � ` °x,�
<br /> I I I I � � � ��a����� � �� ,J
<br /> EXTERIOR FINISH -----__ SHALL HAVE A MINIMUM OF FOUR(4)-#10-16 TEK SCREWS UNO �r �<��'T�, ta����� � A 3
<br /> SEE ARCH �", � '���� '� �� �'
<br /> I ' ( ', I I 2. ALL DIAGONAL STUD BRACE CONNECTIONS SHALL HAVE A MINIMUM OF ,� � T � � ; � � ��,
<br /> ____._�___ _.____� _ - � FIVE(5)-#10-16 TEK SCREWS UNO � ���1- �
<br /> � ���� ��
<br /> I I (E)SHEATHING -- I 3, ALL STUD TO FLOOR TRACK CONNECTIONS SHALL HAVE A MIN OF TWO(2)-#10-16 ` �` -'�'�'
<br /> � TEK SCREWS UNO
<br /> I (E)PURLIN (E)PURLIN 4. RUNNER TRACK TO CONCRETE:
<br /> • • • T/0 E HSS � � USE HILTI (2)-X-U -1 1/2"( ICC ESR2269, COLA RR 25675)EMBEDMENT @ 16"OC
<br /> . . EL=122'-4" 5. RUNNER TRACK TO CMU WALLS:
<br /> � USE HILTI KWIK HUS-EZ MASONRY SCREW ANCHORS(ICC ESR 3056,COLA RR 25897)
<br /> FASTEN EA STUD TO(E)CONC TILT � _ - _ FASTEN EA STUD TO(E)CONC TILT � �BIO(E)SOFFIT I � _ 3l8 DIA X 1 5/8"EMBEDMENT AT @ 8"OC STAGGERED UNO
<br /> WALL W/12GA 12"x2"x0'-8"CLIP ,' � � � WALL W/12GA 12"x2"x0'-8"CLIP EL=121'-10"VIF 6. RUNNER TRACK TO STEEL:
<br /> ANGLE @ 36"OC MAX W/(2) 1/4" I I � �� ANGLE @ 36"OC MAX W/(1) 1/4" I I � USE 1/8"x 2"FILLET WELD AT 6"OC OR 0.145"DIA POWER DRIVEN FASTENER UNO
<br /> DIAx1 3/4"HILTI KWIK CON II CONC I �i � ` DIAx1 3l4"HILTI KWIK CON II CONC I I I G. STUD SPLICES SHALL CONSIST OF WEB AND FLANGE CONNECTORS(TSN STIFFCLIP WC/
<br /> SCREW TO CONCRETE WALL&(4) ' ��_��� �� SCREW TO CONCRETE WALL&(4) (E)CONCRETE 4"STUDS --� STIFF CLIP Fs, OR EQUAL)MATCH STUD MIL THICKNESS AND FILL ALL PRE-DRILLED
<br /> #10 TEK SCREWS TO STUD � � �. , � #10 TEK SCREWS TO STUD � WALL PANEL SEE PLAN � I
<br /> i `` i 3" 5" �` _ I CONNECTOR HOLES W/#10-16 MIN TEK SCREWS
<br /> � �
<br /> � � 8. DEMOLITION AND REPLACEMENT NOTES
<br /> � . . r ' i . . � � GENERAL:
<br /> � � _ � � , , �
<br /> �T/0(E)HSS �� � A. (E) DENOTES"EXISTING"
<br /> `I, i �i � _ - - EL=119'-0" � I : i
<br /> 12"STUDS, SEE PLAN ` � � - - - i 12"STUDS, SEE PLAN ,' � � � i ,' �� B. INFORMATION ON THIS SET OF CONTRACT DOCUMENTS REGARDING EXISTING STRUCTURE WAS TAKEN FROM
<br /> I i � � � I � `� < � 2�� �� EXISTING CONSTRUCTION DRAWINGS.ALL DIMENSIONS, ELEVATIONS,AND CONDITIONS OF EXISTING �
<br /> � � �i � _ _ � �� `� � I �� �� ��� � STRUCTURE TO BE FIELD VERIFIED PRIOR TO DEMOLITION.ANY DISCREPANCIES SHALL BE BROUGHT TO �
<br /> �(E)DBE � � h(E)DBE � I � � THE ATTENTION OF THE STRUCTURAL ENGINEER AND BE RESOLVED PRIOR TO START OF WORK.
<br /> � � N� � � , _ � ��'��� �� (E)HSS FRAMING, � �� �, MOD�FICATION OF THE CONSTRUCTION DOCUMENT DETAILS SHALL NOT BE MADE WITHOUT WRITTEN
<br /> , . ��� � ,' , . �, i 3" 5" �\ T Y P I � i �' i APPROVAL OF THE STRUCTURAL ENGINEER. � �
<br /> � TYP � i f � � i _ i �
<br /> � � �� � � � � i = i I i � C. FOUNDATIONS&SLAB ON GRADE: � O
<br /> EXTERiOR FINISH, � �� EXTERIOR FINISH, ` � - -� � � � � � i LAP&FASTEN STUDS LAP&FASTEN STUDS 1. CONTRACTOR TO DETERMINE EXTENT OF SLAB REMOVAL REQUIRED FOR NEW CONSTRUCTION. COORD � N
<br /> � � . � � ' - i ' T/0 E HSS � � ;, 600S162-43 16"OC �N�(3)#10 TEK SCREWS
<br /> SEE ARCH � _ , SEE ARCH i „ � � � W/(3)#10 TEK SCREWS °� WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND TARGET OSR. FOR SLAB INFILL SEE 2 a �
<br /> I - - I � � - - - i EL=115'-8 I : \ i 600S162-43 @ 16"OC �
<br /> � � � � T/0 STUD T/0 STUD S141 .� �
<br /> I I i _� � _ _ l _ � ATTACH STUDS TO(E)HSS I � `� TYP � _ _ - - - - -+ 2. DURING DEMOLITION IF IT IS DISCOVERED THAT EXISTING FOOTING OR FOUNDATIONS WI�L INTERFERE WITH � Q
<br /> � � W/14GA 2"x2"x0'-3 1/2" � ,' + I I THE PLACEMENT OF NEW UNDERFLOOR MECHANICAL OR ELECTRICAL CONTACT THE STRUCTURAL ENGINEER. � �
<br /> I I � � i CLIP ANGLE W/(3)0.157 � � _ � � � � � I + + � �
<br /> • � ' • • �� � DIA HILTI PAF TO HSS& + + I I SHEATHING, 3. PLACE CONTROL JOINTS FOR NEW CONCRETE SLABS ON GRADE TO MATCH EXISTING.
<br /> � � �
<br /> � � � TYP ST DO TEK SCREWS TO I I � ( I I
<br /> SEE ARCH � W ' "
<br /> � I + I � + � D. ROOF FRAMING/OPENINGS: �'�/ �
<br /> I I � \\� �� U � I �� �' �' I +- I - - - I - -+ I EXTERIOR FINISH I I I 1. ELEVATIONS NOTED THUS "(E)JBE="ARE EXISTING JOIST BEARING ELEVATIONS(OR TOP OF BEAM ELEV) �••�
<br /> � � ' AT GRID INTERSECTIONS BUILDING CORNERS OR WALL, SLOPE STRUCTURE UNIFORMILY BETWEEN VARYING
<br /> � � I I SHEATHING, SEE ARCH w
<br /> I i � � - - ' E 01E2�SS I I I SEE ARCH I I � � ELEVATIONS.ELEVATIONS NOTED THUS "(E)TDE="ARE TOP OF EXISTING DECK ELEVATION" �
<br /> �'; ' EXTERIOR FINISH - � �
<br /> � �
<br /> I I �ti I I � � I I I I 10"STUD, SEE SECTION � I � � 2. COORDINATE SIZE AND LOCATION FOR MECHANICAL OPENINGS GREATER THAN 12"x12"PRIOR w W
<br /> SEE ARCH
<br /> I � I I I I 600S162-43 @ 16"OC I I I I 600S162-43 @ 16"OC TO CONSTRUCTION. FOR TYPICAL ROOF OPENING FRAME SEE 3 4 � � �
<br /> (E)SOFFIT (E)CURVED BEAM I I I I I � I I � � FRAME NOT REQUIRED FOR OPENINGS SMALLER THAN 12"x12". S141 S141
<br /> RELOCATED �/�
<br /> . . (E)CONCRETE C�, _ _ _ _ _ _ _ _ I I I I FASTEN TRACK TO E I I � FASTEN TRACK TO(E) 3. PATCH HOLES IN EXISTING ROOF DECK W/1!2"STRUCTURAL 1 PLYWOOD SHEATHING W �+� W
<br /> WALL PANEL - - I I � � � � CONCRETE WALL
<br /> B/O STUD `� B/0 STUD `� � " ;. B/0 STUD � - - - - - - - - m � CONCRETE WALL � I PANEL W/(2) 1/4"DIA 9' O
<br /> _
<br /> LUMBER AND SHEATHING
<br /> �� EL=109'-81/2" T/0 E WALL I � � PANEL W/(2) 1/4"DIA T/0 E WALL
<br /> EL=109'-8112" EL=109'-81/2" HILTI KWIK CON II CONC I i HILTI KWIK CON II CONC A. LUMBER-GRADE MARKED DOUGLAS FIR. (DF)MAXIMUM MOISTURE CONTENT = 19%
<br /> � � SCREWS @ 16"OC SCREWS @ 16"OC B, MINIMUM LUMBER GRADES(UNLESS OTHERWISE NOTED):DF#2 �
<br /> W/1 3/4"EMBED � � 2� 2�� 2�� WI 1 3/4"EMBED C. NAILING:
<br /> I I 1. PER IBC TABLE 2304.9.4 IN ADDITION TO NAILING SPECIFIED IN THESE DRAWINGS.
<br /> 4"STUDS, 2" 2' 2"
<br /> ATTACH STUDS TO(E)CONCRETE SEE SECTION � � I � 2. USE"COMMON NAILS"UNLESS SPECIFICALLY NOTED OTHERWISE ON THESE DRAWINGS.
<br /> WALL W/12GA 5"X3"XO'-5"CLIP WI � � (E)CONCRETE D. WOOD SHEATHING SHALL CONFORM TO THE REQUIREMENTS OF PS-1 DOUGLAS FIR-LARCH,
<br /> 600S162-43 @ 16"OC - (2)HILTI CON II TO(E)CONCRETE I I STRUCTURAL 1 (OR CDX)AND BE APA GRADE STAMPED.
<br /> LAP AND FASTEN WALL AND(3)#10 TEK TO STUD - (E)CONCRETE WALL WALL PANEL
<br /> W/2"HORIZONTAL SLOTS PANEL 10. SPECIAL INSPECTION
<br /> (3)#10 TEK SCREWS A. SPECIAL INSPECTION TO BE PROVIDED FOR THE FOLLOWING CONSTRUCTION OPERATIONS.
<br /> AS REQUIRED BY THE BUILDING CODE:
<br /> 1. FIELD WELDING-PERIODIC INSPECTION
<br /> 2. EPDXY/POST INSTALLED ANCHORS-PERIODIC INSPECTION
<br /> EXTERIOR FINISH FRAMING SECTION EXTERIOR FINISH FRAMING SECTION 9 EXTERIOR FINISH FRAMING SECTION PARAPET DETAIL PARAPET DETAIL 3. CONCRETEMIXDESIGN-PERIODICINSPECTION
<br /> � $ 10 11 4. CONCRETE PLACEMENT-PERIODIC INSPECTION
<br /> S141 SCALE: 1/2"=1'-0" S141 SCALE: 1/2"=1'-0" S141 SCALE: 1/2"=1'-0" S141 SCALE: 2"=1'-0" S141 SCALE: 2"=1'-0" 5. REINFORCING STEEL-PERIODIC INSPECTION T 0 3 3 7
<br /> Project Number �
<br /> 11. SHOP DRAWINGS
<br /> A. CONCRETE REINFORCING STEEL Proto: P09MR Version: REM18 C011f1 RR
<br /> B. CONCRETE MIX DESIGNS g'
<br /> C. STRUCTURAL STEEL
<br /> D. LIGHT GAUGE FRAMING Drawn By MMS
<br /> Checked By JCS/BCN
<br /> GENERAL
<br /> STRUCTURAL NOTES
<br /> & PARTIAL ROOF
<br /> FRAM I NG PLANS &
<br /> DETAILS
<br /> 2/5/2018 9:39:26 AM
<br /> . . . , . .
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