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HomeMy WebLinkAboutDRB18-0494_approved plans_1538664816.pdf ItiOF pi d GENERAL NOTES STONES0 / CONCRET 1. LIVE LOADS USED IN DESIGN: F. ALTERNATES MUST BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO INSTALLATION. 3/8" WEB STIFFEN _ TREADS RE: ARCH. - e �r GENERAL CONTRACTOR TO SUBMIT PRODUCT AND TESTING DATA, INCLUDING _ ALIGNED WITH A. ROOF SLOPE LESS THAN 4:12 100 PSF MANUFACTURER'S INFORMATION AS WELL AS ICC EVALUATION SERVICES REPORT. 1 s 0 11111111111_ 4 Z COLUMN FLANGE 3/8" END PLATE B. ROOF SLOPE GREATER THAN OR EQUAL TO 4:12 80 PSF 7. WOOD 111 4 /X 11= 3/8" CAP PLATE WITH Q0� DRB C. FLOOR 40 PSF A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY #4 AT NOSE - - S (4)-3/4"m THRU BOLTS APPROVED WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL TYPICAL ® 101412018 I I/' " 12:00:00 AM D. RISK CATEGORY II BUILDING CODE AS FOLLOWS: SEISMIC FACTOR IE 1.0 'RE: ARCH. FOR is SNOW FACTOR IS 1.0 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI STAIR INFOMATIO R 4,0 RADIANT TUBING i_ 2" TO 4" THICK - 6" AND WIDER NO. 2 Fb = 900 PSI S �-RE; ARCH. E. WIND 5" THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI o c<s,i. '11111 m WIND SPEED, Vult 115 MPH (ULTIMATE NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR rig gm WIND SPEED, Vasd 90 MPH (ASD) TO ALLOWABLE STRESS INCREASES. • w EXPOSURE B O,; UP PRESSURE COEFFICIENT (GCpi) +/- 0.18 B. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE STEEL BEAM TREATED LUMBER OR OTHERWISE PROPERLY PROTECTED. 'RE: PLAN i ; : D. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. O #4 AT I'-O" EACH WAY fO C. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND F. CODE USED IN DESIGN: INTERNATIONAL RESIDENTIAL CODE, 2015 EDITION. NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). '-III-III- STEEL COLUM ,,��"�' `"` 14 T1E11III II1 -RE: PLAN *'S' • ', I0 t/�' 1111 air�� : , n 2. TESTING, INSPECTIONS AND OBSERVATIONS: D. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE ':ll[ 5/8" X 5 3/4" X O'-IO I/4" F G F,� 4�t TABLE 2304.10.1 UNLESS NOTED OTHERWISE. BASE PLATE WITH %"V ..4- s'3'; A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. 8 Y (4)-1/2"(D X 10" ANCHOR STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE E. NOTCHES AND BORED HOLE PENETRATIONS IN WOOD STUD WALLS SHALL CONFORM TO 'I I #3 TIES AT 10" BOLTS ON I" MINIMUM CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED SECTION 2308 OF THE INTERNATIONAL BUILDING CODE. ON CENTER /SHIM AND GROUT '� • 4i r, INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL F. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. �s - `� -lp .. �"" 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL I\I - Yt �+ BUILDING CODE. a \"lkk 141 BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD 1' 0"cP CONCRETE \ '. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS ASSOCIATION. 3/4" = I'-O" PIER SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE 1. SOIL PREPARATION AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF EXISTING WALL S a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN-PLACE U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS FRAMING 4 o (4)-#5 VERTICAL © K H W E B B DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE REPORT. WEATHER SHALL BE OF THE EXTERIOR TYPE. EXISTING FLOOR- ` ARCHITECTS PC 2. CONCRETE CONSTRUCTION 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED FRAMING 'm=III=III-III IIL=11 NEW FURRING WALL 1=111=III=11_1=1 °� 11=III=III=III=1 COPYRIGHT 2017 a. PERIODIC INSPECTION OF REINFORCING STEEL AND PLACEMENT. WITH 1OD NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG 'RE: ARCH. III-III-III- ° -III-III-III b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. INTERMEDIATE SUPPORTS. �/ =III=III=1 II=1TI=III= C. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO 4. FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED ° FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG VERIFY // _ CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. INTERMEDIATE SUPPORTS. d� d. CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR TECHNIQUES. OSB SHEATHING NAILED WITH 8d NAILS AT 6" ON CENTER ALONG PANEL \ j I WM I (4)-#5 DOWELS X"ry e. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES ' AND TECHNIQUES. SHALL BE BLOCKED. Z /I®1, \ z 6" 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN NEW 2x4 TREATED BELLED FOOTING 3. FOUNDATIONS PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. - PLATE WITH I/2" m X 10' a 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND ,0 -III=_ O °a RE: PLAN ANCHOR BOLT AT 2'-O" ., A. MAXIMUM SOIL DESIGN PRESSURE (ASSUMED) 2000 PSF GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. _ C1 9 #5 AT MID-HEIGHT B. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2000. THE G. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS ` (-Ni CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. III�IIIIIIII FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' 4"_ "I 11= SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED. RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR A3T S _ RX� PS 0 O ill (2)-#5 TOP AND 5 1/4" WIDE MEMBERS. = BOTTOM C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ������ , 1-I ° ,° I-I Q ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY H. ALL SOLID SAWN, LAMINATED VENEER LUMBER, AND PREFABRICATED WOOD MEMBER ` VI II '= ° 111- H CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS HANGERS ARE TO BE INSTALLED USING THE MAXIMUM NUMBER OF FASTENERS AS 10" - = 1=1 Z a` 11 1=1 11= N SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. SPECIFIED BY THE HANGER MANUFACTURER, UNLESS NOTED OTHERWISE. 3" VOID FORM / -II 111=III=11 11=III=1 wm" D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR I. ALL WOOD HANGERS ARE TO BE THE TYPE NOTED ON THE DRAWINGS AND SHALL BE -1 O PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL MANUFACTURED BY SIMPSON STRONG TIE. ALTERNATES SHALL HAVE EQUAL OR �I ms'sT r ON 1 ..C:) 0, SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM GREATER CAPACITY. I �4 !�=_/1 D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE 3/4" = I'-0" U ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL 8. NON-STRUCTURAL ELEMENTS I 1/2" = 1'-0" 0 Ln REPORT FOR DESCRIPTION OF BEARING SOIL). ..C:) w co A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR EXISTING WALL E. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND FRAMING WITH NEW 2X4 U Z Q TREATED PLATE WITH INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER OTHER STRUCTURAL MOVEMENTS. 1/2" X 10" ANCHOR �' 0 ce TO SOILS REPORT FOR BACKFILL MATERIAL. BOLT AT 2'-6" J (21 B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET 2 y H F. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE v EXISTING WALL -1 ) W OTHERWISE ON PLANS. ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED FRAMING U UNRESTRAINED UNLESS NOTED OTHERWISE. EXISTING FLOOR / • a)U O J G. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED JOIST WITH SIMPSON ^ Q FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. 9. GENERAL LSSU HANGERS H. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. EXISTING FLOOR BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. SHEATHING - B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND 2 _6„ • I. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS. ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND (3)-#5 DOWELS X 6"� NEW LVL BEAM U REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. \ 1 >7 --RE: PLAN S 4. CONCRETE • S // </( C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER 11II11111111� - A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS -HUE STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON _III ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR 10" X 10" CONCRETE - 9i • CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF PIER (N V HIS ITEMS. I- 3/16 3 FOOTINGS 3000 psi STD --- --- J o Q. SLABS ON METAL DECK 3500 psi STD 0.50 --- D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, (4)-#5 DOWELS X� • s _ O EXTERIOR CONCRETE (++) 4500 psi STD 0.45 6%-8% MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED Z IL _ 'C) 6 ♦111111111 111111111111♦ \ [�i u ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED •�1�1������������������• I3 CCI ++ MAXIMUM SLUMP SHALL NOT EXCEED 4". BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. - II-III=III- p =III-III 0 O 11=III- GRADE BEAM B. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. #3 TIES AT 10" f 5 IIlll1 O Q WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE 3" VOID FORM 7 U STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF F. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE =III- ill-ii. W Z CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. I�11111i -111==111 a) C. GENERAL CONTRACTOR TO SUBMIT PROPOSED CONSTRUCTION JOINT LOCATIONS FOR G. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR II - ALL WALLS FOR ENGINEER'S REVIEW. WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. _ � `���' , N O _ O 5. REINFORCEMENT H. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD II -I. ' Y` N 1u1IEm= �_�ITI�m V bA CONDITIONS AND ARCHITECTURAL DRAWINGS. 1I=111. -III `1` 3/8" X 2 I/2" X 0'-5 1/2" NEW STEEL BEAM 46 A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM PLATE WITH (2)-1/2"41, -RE: PLAN J O cd A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE I. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS 2'-6" X _2'-e," FOOTING THRU BOLTSz -0 I-1-1DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. WITH (3)-#5 EACH WAY (d B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE J. PRE MANUFACTURED STAIRS, HANDRAILS, AND GUARDRAILS NOTED ON PLAN SHALL N S SECTION 2 - °' = I' LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. HAVE ALL ENGINEERING, DESIGN AND DETAILING PROVIDED BY STAIR DESIGNER AND I 1 1/2" = -O" < E SHALL BE SUBMITTED FOR ARCHITECTS REVIEW BEARING THE SEAL OF A PROFESSIONAL 3/4" = 1'-0" e � C. REINFORCEMENT CLEAR COVER PROTECTION MILDLY REINFORCED UNLESS NOTED OTHERWISE: ENGINEER REGISTERED IN THE STATE OF COLORADO. STAIRS SHALL BE DESIGNED E 0 1. CONCRETE POURED AGAINST EARTH 3" TO SUPPORT A LIVE LOAD OF 100 PSF. SEE ARCHITECTURAL DRAWINGS FOR 1✓ 2. CONCRETE POURED ON VOID FORM 2" ADDITIONAL REQUIREMENTS AND CRITERIA. /J O 3. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) (3)-#5 X 26 '- " DOWEL l BARS #5 AND SMALLER 1-1/2" K. ALL HOUSEKEEPING PAD LOCATIONS AND EXTENTS SHALL BE COORDINATED WITH EPDXY 6" INTO , ^ BARS LARGER THAN #5 2" ARCHITECTURAL AND MECHANICAL DRAWINGS. EXISTING FOUNDATION l 4. COLUMNS AND BEAMS (TIE BARS) 1-1/2" a WITH HIL TI HIT-HY 200 5. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" EPDXY ADHESIVE , D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH NEW 2X4 TREATED Y 1 OF ACI 318, LATEST EDITION. PLATE WITH 1/2" cD X 10"ANCHOR BOLT5 AT 2'-6" il 12 NEW 5/S"-ROOF E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR REVISIONS: AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL ARCH. SHEATHING PERMIT 6/04/18 a BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A VERIFY SOLID BLOCKNG I 1 MINIMUM OF 80 BAR DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS NOTED BETWEEN JOISTS 0 REVISION 9/27/18 OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. N- \ :� (3)-IOC! TOE-NAILS F. PLACE (3)-#5 VERTICALLY FULL HEIGHT OF CONCRETE WALLS AT HIGH SIDE OF ALL IP ` EXISTING FLOOR o WALL STEPS GREATER THAN 4'-0", IN ADDITIONAL TO WALL REINFORCING SHOWN ON 11034 _ - �% AND FOUNDATION 41 CV PLANS. _�- Cs, 41 2X8 SUB-FASCIA 6' WITH (3)-10d NAILS . - / EXISTING di 6. POST-INSTALLED ANCHORAGES NEW STEEL BEAM CRAWLSPAGE g -RE: PLAN WITH 2X ,, , o TOP WITH I/2" c(1)A. ALL POST-INSTALLED ANCHORS AND BOLTS SHALL MEET ICC-ES COMPLAINCE FOR EACH TOP PLATE TS AT 2'-0" in TYPE OF APPLICATION. 06 I'-0 9SS B. ALL CONCRETE MUST BE A MINIMUM OF 14 DAYS OLD AND ACHIEVED 100% OF f'c (ARCH. Ilii Il11-III-II1-111111-11, i 111 .- PRIOR TO INSTALLATION OF ANCHORS. 3J� Q '1/ GRADE BEAM PROJECT: 10788 U C. GENERAL CONTRACTOR TO SUBMIT ALL POST-INSTALLED PRODUCT DATA FOR REVIEW. 0 3" VOID FORM DRAWN BY: TJM E D. POST-INSTALLED ANCHORAGES SHALL BE INSTALLED ACCORDING TO THE MANUFACTURES SECTION 's I DATE: 06.04.18 cc REQUIREMENTS, INCLUDING THE PREPRATATION AND CLEANING OUT OF DRILLED HOLES. S E T I I\I I\I & C m E. THE FOLLOWING ARE THE ACCEPTABLE POST-INSTALLED ANCHORAGES AS 3/4" = 1'-0" 3/4" = 1'-0" MANUFACTURED BY SIMPSON STRONG-TIE. o W 1. ADHESIVE ANCHORS IN CONCRETE SHALL BE SET-XP OR AT-XP GENERAL a> 2. ADHESIVE ANCHORS IN SOLID GROUTED CMU SHALL BE SET-XP OR ET-HP .- m 3. ADHESIVE ANCHORS IN HOLLOW CMU SHALL BE SET-XP NOTES 4. MECHANICAL ANCHORS IN CONCRETE SHALL BE STRONG-BOLT 2 OR TITEN HD coco N 5. MECHANICAL ANCHORS IN CONCRETE ON METAL DECK SHALL BE STRONG-BOLT 2 OR o TITEN HD d 6. MECHANICAL ANCHORS IN SOLID GROUTED CMU SHALL BE STRONG-BOLT 2 OR TITENS I 00b HD 7. MECHANICAL ANCHORS IN HOLLOW CMU SHALL BE TITEN OR TITEN HD. 1.11V'1,1% Iii c ec -ilb 55 J11170 DRB APPROVED 10/4/2018 12:00:00 AM ♦VVVvm rte ' ' '.. .► i 1 1 = • ', 10 ti SII EXISTING • •, I. ``0' •tic II 8XI6 (# 11 COLUMN et • !•,,i wt.:, J '1 NEW (2)-12" LVL NEW (2)-G 1/2" LVL ' 'Q• i J AM,- - - - - - - -M a :-.••• r—=■ :rA I 14 • " -. �I EXISTING Q I. �. IIID 111 r l • ; I� 8" X I'-4" 1 •• GNU PIER '' ',I .,' R �t�41 I 7 ATTEXIS-4 2X8 ' I 4. 1 , &f..1 :� NI "" © KHWEBB III 1 Q ' F1 0, EXISTING 2X8 W • '•I AT I'-4" I INFILL EXISTING WALL ARCHITECTS PC m �'. OPENINGS WITH 2X4 i� z 8'-8" ' I II AT I'-4". -RE: SHEET COPYRIGHT 2017 NG iI TOP OF • '*I1 041 I -REQUIREMENTS MEI POR 4 lil PLYWOOD . ►• I "Il EXTERIOR SHEATHING III' W ' " I I iXl TING BE ' II', _ II1l d, ill e A)1111, 4.,..ii► __%A,=_�iF=–�� ���.r..' 11, XISTIN4, 1,I XISTING . 1.;II EAGER EXISTING BEARING W- LL I i, 1 WALL .10Mi Ir, 11 I I .1 TI— ill -11 'I I FIELD VERIFY EXISTING Z Z Z E, !STING 0 BEARING LOCATIONSI DN EXISTING DN F p COLUMN Z I MM „IN= 1 $r1_ HSS dl Q 8X16 p !N CRAWLSPAGE ill COLUMN X W COLUMN .1 I lir_ ®I'I - PW= X= E !STING JI WLJW (5 -2X4 X W ��� Gar _ ell- J�1. (V " IF � [D I ► FI LD) I � . - _� I�I� . ���..�7 III• ' 1 ry Q J /r I 11 i t\i k I I 1ii rata;WM W!1 2 N 4I �I ST NG • b X Z w 41� I ER t0 11 R ql X rn I, _, . o I � l9 i U_ W _ ,� . EW (2)-2 10 N -12" LVL "s UQ wo • m /it / r I-�I/I�1 10"�I �� I'-O" m CONCRETE �. U N O lig DW • EXISTING Z / I--II , x.100. PIER WITH 25" m Z 0 !/� • �� BIGFOOT FOOTING NEW 4 8X8 , / , .100• (OR EQUIVALENT) lIig ,► • r - ' / NEW I X 2'-O" ►� _,OOGRAE BEAM ;/ Ii1I _II� \!immigiumam COLUMNOX22 U > U O J_ li :i 1t �J�i rLlyF i ►�•im��li�.�nM 2 I dj 41DN .�� , NF�v , EPDXY vOWEL I. 11111 !O" X !a' CONCRETECotM/V 4- II • IINAli PIER W 2'-6" X 2'-6" p // S - 6/510 ' j ��� X I'-0" FOOTING WITH V k rte. (3)-#5 : ACH WAY (2)2X4 J COLUMN .. 41 r-,1...(3" m N 5'-5" , 5'-1 1/ 01,..E: 3/ al 1\ e/oW/ti NFT co, l�j�X?2 C3� pT fig., F , 1 (VERIFY (VER!'Y '•LAB-ON-C3RADE FQ(�/��OpTm � IN FIELD) \ IN FIELD) STEPS '�LENTJG , / ,lip W • t A rokO F==.A1Tf41 AIN L V L 11A INC F AN il 0 - oc Cid N 1/4" _ -0" • `0 Q O O �u� m N 4)-11 ,/8" LVL WOOD FRAMING NOTES; [J NF ft '_ W z U 1 V/AM7J: Cpl �3J� b•01. "LVL" INDICATES VERSA-LAM BEAMS, AS MANUFACTURED BY BOISE `• uM/� X6 IV CeCASCADE CORPORATION. ALTERNATES SHALL HAVE THE SAME OR ,-�km �� _ (t GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERALII - ��`, � rO O LE \ NOTES. ' 2. 0 INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED �T,i),/s77 -1 ` S/S �X/ 11 —y�/� ON PLANS. ; IMI. I % /,4„ �x 00. A Jp/ T FD FC/ �/ v+�/• �i ST DT `• O (d L� _ p 11” e3 .xT N T H'�T p F LFA/ J W 3. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON IIl� _ . ,s D T D X/S7.NT/y CONCRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. �' FXT N�S�F Q�W No 7. G Z (C – 4. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING / �R/FY rCt ELEVATION. / F < ` , W `\ 5. HEADERS SHALL BE (3)-2X10 UNLESS NOTED OTHERWISE. ALL cp�C�MN?X6 •(� O HEADERS SHALL BE BUILT OUT TO 5 1/2" (3 1/2") WIDTH BY ///// / * PLYWOOD SPACERS AS-REM-FRE D. / C I - ADDING ,e 3 6. ALL COLUMNS SHALL BE (3)-2X6 UNLESS NOTED OTHERWISE. , /� O 1. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR y , H TO FLOOR OR FLOOR TO-ROOF. TRIMMERS SHALL BE ADDED TO // A NOTED COLUMN SIZES ASYREQUFRED. , S. /////i INDICATES INTERIOR BEARING HALLS. FLOOR JOISTS d BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. ` G. ALL NEW EXTERIOR HALLS SHALL BE CONSTRUCTED USING 2X6 1 • STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL *1/ INFORMATION. EXTERIOR STUDS GAN BE SPACED 2'-0" FOR 1 WALLS SHORTER THAN 10'-0". STUDS SHALL BE SPACED 1'-4" PERMIT 6/04/18 a FOR WALL SHORTER THAN 14'-0" AND TALLER THAN 10'-0". /I PREVISION 9/27/18 rn CO 10. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE •�� MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED i o OTHERWISE. & .1%.„,.....` f R' II. 'RE: ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF N -ROUGH OPENINGS IN WOOD STUD WALLS.0) ` 12. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM -g3 FLOOR TO FLOOR OR FLOOR TO-ROOF (INCLUDING-RAKE WALLS). 11110 ,` �..� ` `ij i 13. swINDICATES NEW SHEAR WALL. PROVIDE 2X4 AT 1'-4" MAX. � ` � co WITH 1/16" APA'RATED SHEATHING EXP. 1 WITH 8d NAILS AT 6" AT ` �� / =� o PANEL EDGES AND AT 1'-0" ALONG INTERMEDIATE FRAMING MEMBERS. MINMi PROVIDE (2)-n 1/2" LVL UNDER SHEAR WALL IN CRAWLSPAGE, VERIFY 0 CRAWLSPACE FRAMING WITH ENGINEER PRIOR TO CONSTRUCTION. '�� PROJECT: 10788 U 14. YRE: SHEET SIOOb FOR GENERAL NOTES. , DRAWN BY: TJM fgDN E DATE: 06.04.18 U C 4) i 4) PARTIAL MAIN LEVEL m FRAMING PLAN C) N- 0 „ ,, r,, v.” c ., , , , o. . ff # 0 DRB APPROVED 10/4/2018 12:00:00 AM iKVMII..■. -- iI;]i :■, EXISTING WALL .S.-1" • 10 tic t II FRAMING TO �0' C,CFj��1t1�t ' REMAIN S G .` �o•.• �+ 1 MEA I► .V t.. 8/3% a 'A G 6X12 EXISTING 6X12 1► �'ES �O EXISTING- � � s 4 6X12 ry �������� � �������: :►� �� . . _ . Ai .������_ ����� l'it "0.1_ ..:' `‘ x X1►♦ -- xt ` H •.� J 111 „_ E_ G 6� EXISTING 6X12 © KHWEBB EX � ARCHITECTS PC ISTINU6X12 COPYRIGHT 2017 2X6 TSG D� 1� Ill IZ O r � -4 ka DECKING Mi.2I w EXIST' G 6X12 EXISTING 6X12 EXIST' 6X12 01,1 '/ IF I -7 I/4” Ly L EXTERIOR WALLS TO BE WIT (2)2X41 ND REFRAMED WITH 2X6 AT I� ■ ■II 41:. AP: I'-4" AS REQUhRED. RE: i SHEET SIOOb FOR NAILING EXISTING WALL EXISTING 8X1 _ REQUhREMENTS FOR EXTERIORFiZAMING TO COLUMN MI / SHEATHING 'REMAIN A - _ EXISTING 2X% 0 TC �, JOISTS TO "EMAIN PI, 1:11 G 6XI2 H EXISTIN 6X12 II EXIST' 6X12 FILL 'STING LAP Q ',►r/ 11I=51—=— ►<; O i- ' WITH I / Z N /; li ' ' - SIOOb F� ' NAILING Y2EQUff?E ENTS FOR I DW ' ' �'� EXTERN" SHEATHING Wry U � `T z Abik v' .. � � � o• 1 U -- , I N. Imo;���=% 1 ►�•I•I•I•I•���Z� �I��M L' _� 10 Ii_'- 6X12 I1 r To (2) 2X10 (2)-2X10 EN IM NE 1/4W G 6X12II EXISTING 6X12 ■=RIFE /1 N O IIM.== ii =ie== �■ I,;i .100. /I� u z o 0- O < DW IiUiI��� DGER WITH_II 1. GEiZLO1G �I5 (3)�X4 COLUMN 11 OOOIII N J w0 I� i-i , U 0 0 0 F A u of Fri DN �4 1-N S 3oiWIOX27 • U _I COLUMN iJ Z (t ' Q0LU d ° � FIT I:=)/4FT �_ O W o I X001 I SAM I NC3 LAN oC o 0 r4 0 Li WOOD FRAMING NOTES: DN W Z U I. "LVL" INDICATES VERSA-LAM BEAMS, AS MANUFACTURED BY BOISE CASCADE CORPORATION. ALTERNATES SHALL HAVE THE SAME OR — (t OREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL O O E.L. NOTES. CSI N N 2. 0 INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED 1' ON PLANS. I 4I1J \ /51 JOW3. El INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON �� � j(:) Z _ CONCRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. Y M/ 4. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ` ' ���,, TA,T��N ELEVATION. Q 5. HEADERS SHALL BE (3)-2X10 UNLESS NOTED OTHERWISE. ALL •5 HEADERS SHALL BE BUILT OUT TO 5 1/2" (3 1/2") WIDTH BY ��� > C ADDING PLYWOOD SPACERS AS REQUIRED. 6. ALL COLUMNS SHALL BE (3)-2X6 UNLESS NOTED OTHERWISE. `/ Lr 0 1. HOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR ' FX/ST//\/G H TO FLOOR OR FLOOR TOROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS-REQUIRED. 8 BEARING//////INDICATES LOCATIONS 1SHALLOLRI BEARIE UP NG HALLS. STUDS BE OW. JOISTS ���� ,', G , / / � i nr G. ALL NEW EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 ���� / / '• STUDS. -REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL ��� VERIFY EXISTING i INFORMATION. EXTERIOR STUDS GAN BE SPACED 2'-0" FOR , ����' CONSTRUCTION WITH PERMIT 6/04/18 2 WALLS a FOR WALLOSHORTER THAN -O STUDS AND TALLER BE SPACED HAN O -OI'. 4 ��� ,,',, ENGINEER DURING /I i •� N /� ,� DEMOLITION TO i ' OREVISION 9/27/18 Lr)CO ���;��` DETERMINE NEW iMW? Lc-) 10. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE 0 FRAMING REQUhREMENTS i ��TCS�O q� - MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED A •. i �p J�xIST� l'4' N OTHERWISE. i � /� FNTq r NS N II. RE: ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF C ROUGH OPENINGS IN HOOD STUD HALLS. i �� -g 12. ALL EXTERIOR HALLS SHALL HAVE CONTINUOUS STUDS FROM Al / o FLOOR TO FLOOR OR FLOOR TO-ROOF (INCLUDING-RAKE HALLS). � �Ilk k/S7-/N � G p cO 13. RE: SHEET SIOOb FOR GENERAL NOTES. � le OF '-')'" ssissississississiloANG 1 Allir N Ii Q / PROJECT: 10788 U AI T-D DRAWN BY: TJ M 0 E °N A DATE: 06.04.18 II C C a) zp a) PARTIAL ROOF m FRAMING PLAN C) N-