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HomeMy WebLinkAbout10140292.pdfDATE 07 18/03 09/0�/03 SHEET SHEET DESCRIPTION FILE A-1 INTRODUCTION COVER SHEET CHRIS01 A,DWG A-2 PROPOSED ADDITION FLOOR PLAN CHRIS02,DWG A-3 EXISTING ELEVATION VIEWS: CHRIS03,DWG A-4 PROPOSED ELEVATION VIEWS: CHRIS03 1,DWG G-1 GENERAL NOTES CHRISII,DWG DI r-2 r,F-n1EP4 L INInTES WIND,OW<S DOORS CHRISI3:DWG LA S-1 FOUNDATION PLAN ADDITION CHRIS07,DWG S-2 FRAMING PLAN ADDITION - CHRIS06,DWG S-2,1 ROOFING PLAN ADDITION CHRIS06a,DWG D-1 FOUNDATION DETAILS CHRIS08,DWG D-2 STRUCTURAL DETAILS CHRIS09,DWG D-3 STRUCTURAL DETAILS cl CHRISIO,DWG s TITLE24 TITLE24 DOCUMENTATION TITLE24,DWG =g PERMIT T M _D4; ELFCT DnER Srucn"i E REVISION DATE DOOR FRAME ETAILS w NORTH NEW EXISTING (E) 0REMARKS NARK SRE TYPE MATT FIN TYPE TL FDN FAD JAMB s%29.zO.PAVE OVERHANG O 3'-V X 6'- r V.D. PAINT W PAINT = WOOD DOUBLE TYPE FRENCH STYLE TEMP GLASS <D 4'--V X 6'-8° �Z.V.Dj PAINT PAINT WDOD WAD DOUBLE TYPE FRENCH STYLE TEND GLASS $P_O*, �3 I I o I 0 _ j o � 8 I I 0 20 I �0 �12 r ! _ (NEW) Z W i3 to O F- !- M 14 + C� O o X 11( BZ ao 15 LL t P1 16 U W ILL n HARDWARE NOTM L ALL SOLID CORE DOORS TO HAVE 1-1/2 PAIRS BALL BEARING HINGES. CONSULT OWNER F1 R DESIRED HARDWARE FINISH. z AND SUBMITT�OWNER AND DESIGNER FOR REVIEW U I / a CONSULT OWNER FOR REQUIREMENTS OF WHICH DOORS ARE REQUIRED TO HAVE LOCKSETS AND VJLM 1 DOORS ARE REQUIRED TO HAVE I ATtLISETS. i i REV. A 06/17/03 REV. B 07/ 17/03 07/23/03. REV. C REV. D 09/05/03 Lf� to OQ , co 0) � CO CO N I I I I I I d- v- I'- v f� o W- 0 I N D:� 0)Wm z D M :2 :D (n Lr) U z z m z F- M x Q Q z <L z O M Q Iz 6 —1I— w W w U_ r < o Q — 0- (n U > tl `'- t- _ W _ EAVE OVERHANG S.cv.a • SOLDCamWmD Doan V) G I H.C.V.D. = HOLLOW V1NYLE DOOR < � 101 02 M OB 3 N OLw Z I- w+ �` I 0 In 03 = s .. 0 N W 0 I LM � � I ("�"' EXTR IDE OD ug W Q Q� B ( m �. m wM 1 I i I ADDITIONAL I (NE) 441 S Q . FT. ►� Em- - - z P () 0 00 0 I GV) Z O 0 0 3 1 1 1 I At I.O. LOCATION TYPE SIZE FLOOR PRINT T S17F DESCRIPTIONEXISTING/NEW COMMENTS U NG SQUARE FOOTAGE VENTILATIONLOCATION ARE FOOTAGE AREA 1 MASTER BEDROOM 34.5 SO. FT. 17 SQ. FT. 347 SO. FT. U2 BATH ROOM I XED/OBSURED 32"HX48"W 3240 HORIZONTAL NEW EXISTING EXHAUST FANS IN BATHROOMS 1 $ 2 14 SO. FT. 7 SQ. FT 144 SQ. FT. FAMILY ROOM SLIDING 48"HX48"W 4040 HORIZONTAL NEW SEE SHOT G-2 FOR VINYL WINDOWS AND DOORS SPECS. 33 SQ. FT. 16.5 SO. FT. 330 SO. FT. 4 KITCHEN/NOOK SLIDING 48"HX48"W 4040 HORIZONTAL NEW SEE SHEET G-2 FOR VINYL WINDOWS AND DOORS SPECS. 18 SO. FT. 9 SO. FT. 178 SO. FT. 5 KITCHEN/NOOK FIXED 48"HX48."W 4040 HORIZONTAL NEW SEE SHEET 0-2 FOR VINYL WINDOWS AND DOORS SPECS. 18 SO. FT. 9 SO. FT. 178 SQ. FT. 6 KITCHEN/NOOK SLIDING 48'HX48"W 4040 HORIZONTAL NEW SEE SHEET G-2 FOR VINYL WINDOWS AND DOORS SPECS. 18 SO. FT. 9 SQ. FT. 178 SO. FT. 7 BATH ROOM 2 EXHAUST FAN 48"HX36"W 4030 MECHANICAL NEW MECHANICAL EXHAUST FAN AND OBSURE FIXED WINDOW yle e- a 9 0 U REVISION DATE - REV. A 42 23 43 NEW EXISTING 12 REV. e NORTH REV. C 07/23`03 51. 12 cn - ` - - - - - - - --` - --- --- - -- _-- _- - -_ 3� (o (o�' - _ - _ - ` - — _ - - - - - -.. CO o) o) `� — — — — — — --- — — — — — — — _ — _ — _ — _ — _ — _ — _ — _ CU CO N - - - - - - - - _ - - - - -- - - - - - o_ - - - - - - --- - - - - - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ � rn 1 i 1 �a o 00 y� N Cy- Cr m ' -1-1-�(E) STUCCO FINISH-- � � U � � W ^._. (N) STUCCO FINISH �-.�"� --- --(E) STUCCO FINISH✓-� Z) z m • TO MATCH W/ EXISTING J tQ Q z _J .' 1=m x Q < ¢ z Q U U J zm �t oLd Of 01 Q= � Q W oQ 4'-3" 8'—Q" a- a Ch U > CL S-1 Scale 1 /4" = 1 FT. NEW EXISTING � PROPOSED WEST ELEVATION VIEW. 01 NORTH 12 5 �` EXISTING NEW 12 — 31 _ - — - - -- t.�.1 - - - - - - - - - - -- - - - - - - - - - - - - -- -- - -- -- -- o In - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - 00 .. O O -" --(E) STUCCO FINISH----'0 ---- -(E) STUCCO FINISH• ,-'�- 00 (N) STUCCO FINISH.---, . TO MATCH W/ EXISTING ro 1 -- 8 - 0 4 -- 3 - EXISTING NEW Scale 1 /4 = 1 FT. PROPOSED EAST ELEVATION VIEW. 102 12 _ ___ - - - _ - _ _ _ _ _ - _ - _ _ _ - 51 - _r�_ - _ - _ - _- ------------------ 0 --- — — — - — — — — — — — — — — — N '-�^�._-(N) STUCCO FINISH•.✓" / O MATCH WITH EXISTING - E STUCCO FINISH-----� (N) STUCCO FINISH MATCH 'WITH EXISTING C 1of-off 2 8 2 4 5?_0» 6,_0„ 158-O„ 8'-Op, 2►_0„ 3►-3" 5'-0» 3'-311 PROPOSED NORTH ELEVATION VIEW. 03 Y U Q r� O U U 0 00 _1 O 000"� N Q V) cfl U � F_ w (J � U � 0 � o Q � W W bi W r- }<- z �D< O (n N U? CL PROJECT NO. COMMENCED APRIL18,2003 DRAWN BY PHIL ROBLES REVISIONS DATE REV. C 07/23/03 i SCALE 1 4' = 1 FT ft= F 1 Chrisl'iO3_l.dwg 07/23/03 . 04 A=4 ■ ■ ':z.,,H E IS WALL S,OHEDULE 2001 C.BtC4 S.W. A ,I...OWhiRLE SILL DOIT"i TO SILL NAILING HR PA )77L DESGRIPTION SHEAR @ TOP PL. TYPE PLF FOUNDATION BLK G. UPPER STORIES (SEE -SHEET S-2 DETAIL 01 FOR RrFERENUE.S) NOTESI 1. ALL EDGES OF OLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2X SOLID BLOCKING. 2. DESIGNATES SILL BOLTING OR NAILING WHERE SHEAR WALL SHEATHING IS TO BE APPLIED TO BOTH SIDES OF WALL. 3. PAPER BACKED SELF -FURRING EXPANDED METAL LATH WITH ICBO APPROVAL 4. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. (USE 3X SILL PLATE @ FOUND.) 5. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAILS SPACING IS LESS THAN 6' O.C. ON EITHER SIDE. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3' NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED, (USE 3 X SILL PLATE @ FOUND.) 6, ALL CONTINUOUS EXTERIOR AND INTERIOR BEARING WALL FOOTINGS TO HAVE 5/8' X 10' A.B.'S @ 48' O.C. WITH 2' X 2' X 3/16' PLATE WASHERS U.N.O. GENERAL NOTES 1. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE PLANS, WORKMANSHIP & MATERIALS SHALL CONFORM, TO THE LATEST EDITION OF THE U.B.C. OR LOCAL CODE. 2. THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING SITE CONFORMANCE WITH THE PLANS BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE ARCHITECT & ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. 4. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS. 5. NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE GENERAL NOTES REMODELING NOTES 1. PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING EXISTING WALLS, BEAMS, OR SUPPORTS FOR CONSTRUCTION. REMOVE SHORING ONLY WHEN NEW SUPPORTS ARE IN PLACE AND SECURED. 2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR WALLS PER MFG. SPECIFICATIONS. SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING. 3. PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING WALLS AT THE DOUBLE TOP PLATE. 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON DRAWINGS AND PROTECT THEM FROM DAMAGE 5. D❑ NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINE EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR FOOTING, BEAMS AND JOISTS, SIZES, LOCATIONS, ETC., AND SHALL NOTIFY THE ARCHITECT & ENGINEER OF ANY DISCREPANCIES. 7. DOWEL NEW INTO EXISTING SLABS W/ #4 REBAR @ 24' O.C. AND FOOTINGS W/ DOWELS TO MATCH NEW REINF. SIZE/ LOCATION. ENGINEERING NOTES 1. CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY THE STRUCTURAL ENGINEER. 2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. 3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING SHORING, TEMPORARY SUPPORTS ETC., IS THE SOLE RESPON- SIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPON- SIBLE FOR THE STABILITY OF THE STRUCTURE DURING THE ENTIRE COURSE OF CONSTRUCTION. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD INSPECTION/OBSERVATION OF THE ABOVE ITEMS. 4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1000 PSF UNLESS A SOILS REPORT- IS PROVIDED, SOILS IN THE BUILDING AREA & 5 FEET BEYOND SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION PER U.B.C. REFER TO SOIL REPORT BY, JOB NUMBER, DATED, STRUCTURAL SYMBOLS INDICATES SHEAR WALL. SEE FOUNDATION & OR FRAMING PLAN AND SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG., ETC. NOTE, FOR SILL BOLTING AT EXISTING FOOTINGS, USE 'RED HEADS' ICBO #1372 THE SAME SIZE & SPACING AS CALLED FOR ON PLANS (MIN 2 3/4' EMBED). INDICATES POST (BELOW BEAM) MIN. POST SIZE/TYPE AS FOLLOWS U.N.O.t BEAM SIZE POST SIZE 4 X 14 & SMALLER 2-2X4 W/16d NAILS @ 12' O.C. 6 X 12 & SMALLER 3-2X4 W/16d NAILS @ 12' O.C. 4 X 16 & LARGER 4X4 ® 6 X 14 & LARGER 4X6 SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE REQUIREMENTS. POSTS ARE TO CONTINUE DOWN TO FOUNDATION. FOUNDATION NOTES GENERAL 1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U.B.C. (90%) RELATIVE COMPACTION MINIMUM. 2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF CONCRETE AND SHALL VERIFY THE SOIL BEAR - PRESSURE TO BE 1000 PSF MIN OR PER THE SOILS REPORT. 7. ALL INTERIOR NON -BEARING FTGS TO HAVE 3/16' 0 SHOT PINS AT 32' O.C,, I.E., HILTI SHOT PINS (ICBO REPORT # 2388). 8. USE C-DX, C-C, OSB, OR STD SHT'G IN LIEU OF STRUC. It PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES. 9. USE 2 X 2 X 3/16 PLATE WASHERS AT ALL SHEAR WALLS. 10. AT EXISTING FOOTINGS USE RED HEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING SIZE & SPACING 7-1/2' EMB. PER (ICBO #1372) 3. SLAB ON GRADE: 4 INCH. CONCRETE SLAB WITH 6X6-10/10W.W.M. @ CENTER OF SLAB OVER 2 INCH. OF SAND OVER 6 MIL, VISQUEEN OVER COMPACTED SOILS U.N.O. 4. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER PERMIT. 5. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL BE AS FOLLOWS: 5/8' DIAMETER ANCHOR BOLTS WITH 7' MIN EMBEDMENT IN CONCRETE WITH SPACING NO GREATER THAN 4 FEET O.C. NOR FURTHER THAN 12' FROM CORNERS (MIN 2 BOLTS PER PIECE). SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE FOR FURTHER BOLTING REQUIREMENTS. 6. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONC, UNLESS SPECIFICALLY DETAILED.. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC, 7. PIPES MAY PASS THRU STRUCTURAL CONC. IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. S. PROVIDE 3/4' CAMBERS AT ALL EXPOSED CORNERS, 9. SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATION OF FLOOR FINISHES AND SLAB DEPRESSIONS. 10. LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE 1. UNLESS OTHERWISE NOTED ON PLANS, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. FINE & COURSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33, USE 3000 P.S.I. CONC. @ GRADE BEAMS. CEMENT SHALL CONFORM TO - A.S.T.M. C-150 (STANDARD BRAND PORTLAND CEMENT) TYPE II (USE TYPE V CEMENT IF NOTED IN SOILS REPORT) 2. CONCRETE SHALL BE MACHINE -MIXED USING A MAXIMUM OF '7' GALLONS OF WATER PER SACK OF CEMENT. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94 MIXED AT A RATE OF 5 SACKS OF CEMENT PER CUBIC YARD. MAXIMUM SLUMP SHALL BE 5 INCH AS MEASURED BY THE ASTM 'STANDARD METHOD OF TESTING FOR SLUMP OF PORTLAND CEMENT CONCRETE, 3. DRY PACK SHALL CONSIST OF 1 PART CEMENT, 4 PARTS SAND. BASED ON DRY LOOSE VOLUMES AND NOT LESS THAN 1/4 PART, NOR MORE THAN 1/2 PART, LINE PUTTY OR DRY HYDRATED LIME. DRY PACK SHALL OBTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. REINFORCING STEEL 1. REINFORCING STEEL, #3 AND #4 GRADE 40, #5 AND LARGER GRADE 60 PER A.S.T.M. A615. 2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING OF REINFORCING BARS. 3. BARS NOTED AS 'CONT' TYPICAL WALL REINFORCING AND VERTICAL COLUMN REINFORCING SHALL HAVE A MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN MASONRY OR 40 BAR DIAMETERS MINIMUM IN .CONCRETE. 4. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED. OTHER SPLICES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL BE STAGGERED 4 FEET UNLESS OTHERWISE NOTED. 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. 7, ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF CONCRETE OR GROUTING OF MASONRY. 8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE: BELOW GRADE (UNFORMED) 3' CLEAR BELOW GRADE (FORMED) 2' CLEAR WALLS 1' CLEAR COLUMNS 1.5' CLEAR BEAMS AND GIRDERS 1.5' CLEAR STRUCTURAL SLAB (ABOVE GRADE) 3/4' CLEAR 9. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. CONCRETE BLOCK MASONRY 1. CONCRETE BLOCK SHALL CONFORM TO A.S.T.M. C-90 MED. WT. GRADE N UNITS, WITH MIN. COMP. STRENGTH OF 2000 PSI. SEE ARCHITECTURAL PLANS FOR TYPE, PATTERN AND JOINT DETAILS. 2. M`IRTAR SHALL CONFORM TO ASTM C-270, TYPE S, WITH MINIMUM' COmPRESSIVE STRENGTH OF 2000. PSI AT 28 DAYS. I-iIX, 1 PART PORTLAND CEMENT. 1/2 PART LIME PUTTY. BY VOLUME 4 PARTS SAND. 3, GROUT SHALL CONFORM TO ASTM C-476, WITH MINIMUM COMPRESIVE STRENGTH OF 2000, PSI AT 28 DAYS. Mix, 1 PART PORTLAND CEMENT. 3 PARTS SAND BY VOLUME 2 PARTS PEA GRAVEL JJ WATER SUFFICIENT TO ALLOW GROUT TO FLOW INTO ALL JOINTS. 4. CET_: S SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN. UN::> STRUCTED CORE OF 3' X 3. DOWELS FROM FOOTINGS S.,..-L BE SET TO ALIGN WITH CORE REINFORCING. 5. A. CELLS BELOW FINISHED GRADE AND ALL CELLS WITH R,: ORCING, ANCHORS OR INSERTS SHALL BE FILLED SOLID W3 GROUT. 6. CDi,.:;ETE SURFACES SHALL BE CLEANED OR ALL LAITANCE PRiL TO SETTING OF BLOCKS. GRALi NOTES 1. A GRADtc.,, ­�ERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING. 2. ALL FILL FOOT & GREATER SHALL BE CERTIFIED AND TESTED AS TO RELATIVE :FACTION PER U.B.C. 3. ALL FILL -i.L BE COMPACTED IN ACCORDANCE WITH ASTM D-1557, TO MAXIM,,,_. 90% DENSITY. 4. ALL UTILii: TRENCH BACKFILLS SHALL BE IN ACCORDANCE WITH THE SOILS ENGINEER'S zECOMMENDATIONS. DRAINAGE- iES 1. MINIMUM i. UIENTS ARE AS FOLLOWS] EARTH= 17 PAVING= .57 2. POSITIVE bkhINAGE AWAY FROM STRUCTURES SHALL BE AS FOLLOWS, 2% MIN. TO 21% MAX SWALES TO BE 3 FEET MIN. AWAY FROM STRUCTURES. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFICATION FOR STRUCTURAL STEEL. FOR BRIDGES OR BUILDINGS A.S.T.M. A36. 2. FABRICATION SHALL COMPLY WITH THE LATEST A.I.S.C. SPECS. 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M. A-307 UNLESS OTHERWISE NOTED. 4. HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR DETAILS SHALL BE THE FRICTION TYPE AND THERE SHALL BE NO PAINT, OIL, LAQUER, OR GALVANIZING BETWEEN THE CONTACT SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO A.S.T.M. A-325 OR A-490. 5. HIGH STRENGTH BOLTS SHALL HAVE LOAD INDICATOR WASHERS TO SERVE AS A DIRECT TENSION INDICATOR INSTALLATION FOR HIGH STRENGTH BOLTS SHALL REQUIRE INSPECTION BY A DEPUTY INSPECTOR. 6. PIPE COLUMNS SHALL CONFORM TO A.S.T.M. A-53 GRADE B. 7. STEEL TUBE SHAPED MEMBERS SHALL CONFORM TO A.S.T.M. A-501 OR OR A-500 GRADE B. 8. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL, PROVIDE HOLES FOR 1/2' WELDED STUDS AT 4 FEET O.C. FOR THE ATTACHMENT OF NAILERS. SEE ARCHITECTURAL DRAWINGS FOR FINISHES. 9. OPEN WEB JOISTS SHALL COMPLY WITH THE STANDARDS OR 'THE STEEL JOIST INSTITUTE'. IO.STEEL STUDS, JOIST, TRACKS & BRIDGING, 12, 14 & 16 GA. A.S.T.M. A-570 GRADE 'E' Fy = 50 KSI 18 & 20 GA. A.S.T.M. A-570 GRADE 'C' Fy = 33 KSI 11. SPECIAL INSPECTION OF HIGH -STRENGTH A325 AND A490 BOLTS SHALL BE IN ACCORDANCE WITH APPROVED NATIONALLY RECOGNIZED STANDARDS AND REQUIREMENT OF SECTION 1701. STRUCT. STEEL WELDING 1. WELDING SHALL BE DDNE BY THE ELECTRIC SHIELDED ARC PROCESS AND SHALL COMPLY WITH A.W.S. SPECIFICATIONS FOR WELDING AND FABRICATION. 2. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS WHO ARE APPROVED BY THE LOCAL AUTHORITY. 3. ALL FIELD WELDS SHALL HAVE CONTINUOUS INSPECTION PER UBC (1701) UNLESS OTHERWISE NOTED. 4. ALL BUTT WELDS SHALL BE FULL PENETRATION U.N.O. 5. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING WELDING OR A REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR PRIOR TO FRAMING APPROVAL. CONNECTION: 1. JOISTS TO SILL OR GURDER, TOE NAIL 3 - 2 - 8d 8d -- B.N. 2. BRIDGING TO JOISTS, TOE NAIL EA. END 2 - 8d 3. 1X6 SUBFLR. OR LESS TO EA. JST., FACE NAIL 3 - 8d 4. WIDER THAN 1X6 SUBFLR. TO EA. JST., FACE NAIL 2 - 16d 5. 2" SUBFLR. TO JST. OR GURDER, BLIND & FACE NAIL 16d @ 16" O.C. 6. SILL PLATE TO JST. OR BLK'G.. FACE NAIL 2 - 16 d 7. 8. TOP PLATE TO STUD END NAIL RAFT. BLK G TO TOP' PLATE, FACE OR TOE NAIL 16d ® 8" O.C. F.N. 9. STUD TO SILL PLATE, TOE NAIL 4 - 16d 8d @ 24" O.C. E.N. 10. 11. DOUBLE STUDS, FACE NAIL DOUBLE TOP PLATES, FACE NAIL 16d @ 16" O.C. 2X JOIST 12. 13. TOP PLATES LAPS & INTERSECTIONS, FACE NAIL CONTINUOUS HEADER, TWO PIECES 2 - 16d 16d 0 16" O.C. ALONG EA. SIDE ol PLYWOOD SHEATHNG 14. 15 CEILING JOISTS TO PLATE, TOE NAIL CONTINUOUS HEADER TO STUD, TOE NAIL 4 _ 8d 16: CEILING JOISTS, LAPS 0/ PARTITIONS, FACE NAIL 3 - 3 - 16d 16d 17. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 - 8d 18. RAFTER TO TOP PLATE, TOE NAIL PLYWOOD (SEE FRAM'G. NOTES) 19. 20. 1 BRACE TO EA. STUD & P CI 1X8 SHTG. OR LESS TO EA. BEARINGWALLFACE NAIL 2 - 8d 21. WIDER THAN 1X8 SHT'G. TO EA. BEARING WALL FACE NAIL 3 - 16d 8d 0 24" O.C. 22. 23. BUILT-UP CORNER STUDS BUILT-UP GRADERS & BEAMS 20d @, 32 _O Od END &B®TEA. SPLICE 0A NAILING • NAILING. EXCEPT WHERE NOTED OTHERWISE) 2" PLANKS 2 -- 16d ®EA, BRG. . 8d ROOF NAIL'G FLOOR NAIL'G B.N. = BOUNDARY NAILING 8d @ 6" O.C. 10d @ 6" O.C. E.N. = EDGE NAILING 8d @ 6" O.C. 1Od @ 6" O.C. F.N. = FIELD NAILING 8d @ 12" O.C. 10d @ 10" O.C. PARTICLE BD. - WALL SHTG. (TO FRMG.) PLYWOOD - SUBFLR./RF• & WA L SHTG. (TO FRMG.): $d 5/8" - 34" 88dd 1 COMMON OR 6d " 10d OR 8d 1 /8" ) 1 1/4" NOTES: COMBI 3/4" &SLESSR. / LINDERLAYMENT {TOBdRMG.): 1. NAILS SHALL BE GALV. COMMON, PLACED NOT LESS THAN 3 /8" FROM 7/8" „ 1" " 8d 1 1 /8 - 1 1 /4 10d OR 8d 7,A,NEL EDGES AND SHALL BE FIRMLY DRIVEN. FIBERBD. SHTG: R 1`' L) 'k,!'NRLOCKED PIECE LESS THAN 12" SHALL BE USED. 1/2" No. 11 GA. 6d, N0. 16 GA. 25/32" NO. 11 GA. 6d, NO. 18 GA. 6. WELDED, FULLY RESTRAINED CONNECTION BETWEEN MEMBERS OF ORDINARY MOMENT FRAMES OR SPECIAL MOMENT -RESISTING FRAMES SHALL HAVE SPECIAL CONTINUOUS INSPECTION AND CONNECTION TESTED BY NONDESTRUCTIVE METHODS PER SECTION 1703. FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U.B.C. LATEST EDITION, FRAMING -GENERAL USE SIMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS 1, UNLESS NOTED ON PLANS. 2. ALL POSTS SHALL HAVE SIMPSON 'PC' CONNECTORS AT TOP AND SIMPSON 'BC' OR 'BCO' CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS. ALL CONNECTIt�!G HARDWARE, JOIST HANGERS, TIE STRAPS, ETC., 3. SHALL BE SIMPSON 'STRONG TIE' UNLESS OTHERWISE NOTED OR SHOWN ON PLANS. 1. SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS FRAMING - WALL (UNLESS OTHERWISE NOTED ON PLANS): 2X4 @ 16' ❑C (BEARING WALL) SUPPORTING A MAXIMUM OF ONE FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET 2X4 @ 16' OC (NON -BEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET 2X6 @ 16' OC (BEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET 2X6 @ 16' OC (NON -BEARING WALL) MAXIMUM HEIGHT IS 20 FEET 2. RAKE WALLS ADJACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED. DOUBLE TOP PLATES SHALL ALWAYS BE SUPPORTED BY A ROOF OR CEILING DIAPHRAGM. 3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT ROOF FRAMING. SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR TRANSFER THRU CEILING OR SOFFIT FRAMING. 4. BORING AND NOTCHING OF WALL STUDS SHALL BE PER UBC (2320.11.10) NOTCHING MAXIMUM, 25% OF WIDTH ON BEARING WALLS 40% OF WIDTH ON NON -BEARING WALLS BORING MAXIMUM: 40% OF WIDTH ON BEARING WALLS 60% OF WIDTH ON NON -BEARING WALLS NOTE= A MIN. 5/8' CLEARANCE FROM EDGE OF STUD TO HOLE SHALL BE PROVIDED. 5. DOUBLE 2X TOP PLATE SHALL BE LAPPED 48' AT ALL SPLICES AND SHALL OVERLAP AT CORNERS. 6. WALL BRACING SHALL BE PROVIDED PER UBC (2320.11.3) PROVIDE 1 X 6 LET -IN BRACING (@ APPROX. 45 DEGREES) EVERY 25' IN ALL STUD WALL NOT SHEATHED. BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE. FRAMING - FLOOR 1. FLOOR SHEATHING (MIN) 5/8' STRUCTURAL I T & G PLYWOOD PANEL INDEX NO. 32/16 WITH EXTERIOR GLLE. USE 10d COMMON NAILS AT 6' OC AT ALL EDGES, BOUNDARIES, AND 10' O.C. FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. ALL EDGES BLOCKED AT DECKS. 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON - BEARING PARTITIONS. 3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER BEARING WALLS WHICH ARE PERPENDICULAR TO JOISTS. 4. FRAMING AROUND OPENINGS, TRIMMER AND HEADER JOISTS SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER (UBC 2320.12.5). FRAMING - ROOF 1. ROOF SHEATHING (MIN) 1/2'. STANDARD PLYWOOD PANEL INDEX NO, 24/0 WITH EXTERIOR GLUE, USE 8d COMMON NAILS AT 6' OC AT ALL EDGES, BOUNDARIES, AND 12' OC FIELD, NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN, 2. FRAMING AROUND OPENINGS, TRIMMER AND HEADER JOISTS SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE FRAMING - CEILING (PER TABLE 23-IV-J-3) 1. CEILING JOISTS SHALL BE 2X6 @ 16' O.C. (MAX SPAN= 17'-B') 2, CEILING JOISTS SHALL BE 2X8 @ 16' O.C. (MAX SPAN= 23'-4') a2 NAILINGSCHEDULE FRAMING .- JOISTS/RAFTERS 1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS, (UBC 2320.12.4) BORING- MAX DIA OF HOLE SHALL NOT EXCEED 1/3 OF DRESSED DEPTH OF JOIST WITH A MINIMUM EDGE CLEARANCE OF TWO INCHES. NOTCHING- MAX DEPTH AT ENDS SHALL NOT EXCEED 1/4 OF DRESSED DEPTH. NO NOTCHING IS ALLOWED IN THE CENTER THIRD OF THE JOIST SPAN. COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 OF THE JOIST DEPTH. 2. WHERE THREE OR MORE (MULTI JOISTS) ARE USED, THE JOISTS SHALL BE BOLTED TOGETHER WITH 112' DIA. MACHINE BOLTS W/ WASHERS AT 24' OC STAGGERED, BOLTS SHALL BE RETIGHTENED PRIOR TO APPLYING FINISH MATERIALS. 3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES WITH 3-16d NAILS OR USE SIMPSON ST 2115 a 48 INCHES O.C. 4. CROSS BRIDGING OR 2X BLDG. SHALL BE PROVIDED Q 8'-0' O.C. MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 8' IN DEPTH, 5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. FRAMING -BOLTING 1. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD OR NUT. SEE SEE SCI-t?'PULF, 2. ALL BOLTS ='RIOR TO APPLICATION OF PLY- WOOD, PLA 3. HOLES FC" BORED 1/32' TO 1/16' LARGER THAN NOMINAL LUMBER 1. ALL LUMBER S-. - _AS FIR OF' THE FOLLOWING GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT SHALL NOT EXCEED 19% & GRADED IN ACCORDANCE WITH THE WEST COAST LUMBERMAN'S ASSOCIATION.) REPETITIVE USE MEMBERS STUDS & PLATES NO, 2 JOISTS & RAFTERS 2X4 TO 4X4 INCLUSIVE NO. 2 2X6 TO 3X16 INCLUSIVE NO. 2 SINGLE USE MEMBERS BEAMS 4X NO. 2 6X OR LARGER N0. 1 POSTS & MULLIONS. 4X4 & SMALLER NO. 2 4X6 & LARGER NO. 2 6X6 & LARGER NO. i BLOCKING, FURRING, ETC. NO. 3 DECKING & SHEATHING 2X, 3X, 4X COMM'L DEX. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 4 FEET FROM GRADE SHALL BE PRESSURE TREATED DOUG, FIR. 3. GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. 24F-VS (W) DF/DF (Fb=2400 PSI, Fv=165 PSI, E=180,000 PSI) INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE UNLESS OTHERWISE NOTED ON PLANS, A CERTIFICATE OF INSPECTION FOR EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY TO BE SUBMITTED AND APPROVED BY THE BUILDING DEPT, PRIOR TO ERECTION. ((x) USE V8 FOR CANT. BEAMS AND V4 FOR SIMPLE SPANS BEAMS] 4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-95. 5. PARALLAM PSL PER TRUS JOIST MACMILLAN (ICBO # ER-4979) (Fb= 2900 PSI, Fv=290 PSI, E= 2,000,000 PSI) REVISION DATE REV. A 02 2 Loul)00 Lo ,, 00 [D rn (O rn N u J t1 d - d- 14- -4- w Ir - 0 cr_ J cw Q W m to M Lo U Q z z W IS � Q J 0 (o O Q71 _J _ z CZZ J m ~ O -J LLJ Uw �r _ _ Or O Q_ <t to w U O > Q 0_ U 0 z a z W U Q O U U O00 00 Q (O UOff LJJ t- I CJ U S U L0 W O z ry � N wQw`Lz zLj0z0 3: P r- Q -r O u) N U? CL PROJECT NO. COMMENCED APRIL18,2003 DRAWN BY PHIL ROBLES REVISIONS DATE » _ SCALE 141 FT ChrlsDll,dwg 06/01 /03 M4 . . . I -_ I I I ; I , I - . . . - . 1, � I I � � -, . I I ... I � I . . . . I J I I � I .11 . � I . . - I - I I I I . I � I . I I 1. I . .. I I . I � I I I I I- 1. I I I I . . . .., ­ I I I ­ - I I - � I � - I I � I I I I I � I I . I I � .1 - . I I � . I I I I � �, - � . . I � � ­ � I I I I . I I - I . . I . - ­ . . . - - . . 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PN ,; 1, , -t ­ - ''�� , , I - 4 ­1 ;. ,��,,, ., �� ,. , �'i - ,. 11% , ..�, 11_­711 ,.'� . , - , :� 11, `� _11., � � , '"' , T I , �, , "_":_ ,71i ­� .1 �. �Af,*, �e �'', I 6 _`:­;; , p_,A,.,-.r "I ,v'��­ �_�;,�-,,­ z�­ - I - ,_ - " " , �' -.,-�',� ­ ­,� I ,;� i I ;,!�1`11.1�'il�7 : -�: � , . __11, ""I" " � ��___"`? - N � .1 11 I � -1. A � . . I � j, �-, -, " " 'i, ,, � -1 GENERAL: Vinyl doors i 14-i ,." . � I ­v��t I - �� 1 , " "i _.,�,tF��','�,,,-;� M11 i __w_ , � , - " , ',1tV-,',�--, Of 0 . e--"_1 1A__1i:` ,* , - " , I j, - , ", - � ". _- A �� I �-,­T , , , J�� �191��s",�Ii" ,;�4 , '" � � ". �_Ia) , ;.%_ 11Tv I - ,�, " I -.0-21RIt,", I - _�,�, �,­ ��'�*,-, .',�`��- � - - ;'�-,,,�-!�"I�:� -1 I � I � , :.. ., I ­_-, M ,��_ ��;_ - , , I I' a "­ - - ­_ -,, - ., - ? 't-4 ,�� , , , - , & - .- - ., � ,�­:­� -.-n­ -,--.tF-,,p I , ­ sliding 1,,�i shall be ,Series 9900 for INSTALLATION: Doorsshall be installed square, plumb :­­;' dual glazed as manufac . *tured by Superior Window : , -, I and level without distortions to the frame. i I Series I . , -1 . �1 L, ­;� � � _ ,�,�, � 11 , '­­ -11 I -, , , � "� . ", . -, , 7_�r�,_:4 ,,�4 �, ; � I �� ­1� ,- _t`111:1,_,_,�'11'1�:, " ,,"", I ­1 , . � - . 1� "..., �<t. I ­�, . ��,, �, , kl, .. , ­ , V I I I I ­- -,, �� 0 . , --','­��I­, ",2, I . I ��.� I " �- _ � .,:,�. � , , , �� . IP � � ., -,,, - ,­�­,,�AZ,:��.�` . "? �_111Z.�i,�"Ibl'�� - .1 -� - v I - 44y�_d 4Z � - ill, , , i � 11111 -;",-.�i. !i - 11 -1, !�d "�, ',�,--'� '.1 P10ducts. Proper CdUl ; 1. king .. :1 990] French Style vinyl sliding doors and flashi hall be in - 1 be - � � I,.,, I , _: - I—— . , -, , 1::, I IME�., ..­�,�_,,�� I'll � " :0�,� ­�, 0 LO 00 0 . . �,!,-��--,-����,:��-,��!-,;,."",-�, � :�'� � ��,Imk , I ,,,�� , 11 , 5,�� :1.1-::,.�e- � � % �,.W �­. ­­­­ . 'i_ , ,�,�,-"�.-,,��?",�-,�-�,-��,��-,;-', , - ._ -, ��-_� , � I ­ I �,,. , � f _ , ,,�-;�, ;T A`_1�1'1 - - .��� � - I _-�,,�;-, '�' `111�e�',_`,` '!' � ,�� .. . .... �­'�­ ,. I ,i_, , _�,, . ;k Z I, ,. ___ - .. . ,�, � ik,' I .. - - 4COW ZD 0�r Lw&k� for'a PpTpkto A�� of. - , ��, ,­ I �_��',O",jk� 1-111 -1 1, . , , 'i_:'­;. -2�- �I4i` .1 P2�_�_- . � �; ,�, �4I ­ -, -1, 4�,�#'#", ,aoaae "' ", , " �a , , ��k, � 86 Aa#l**ryk a moivn 'i� �� 'i, , �� . - ,: ,:�. _�:,; I 11 . ��, , ,,,Z�,� - , ,. ':!F�.�,'­, ,� " ., - .- -, -, v I'- �. �, I - , .__.,;%�,��� '�,�' " * ��­ ­�_?� '�� :_ -� shall ,�, I dual glazed with 4­1 1� accordance with local Building . - 1: � �%. �;�� , � /2" wide stiles and rails. Codes and I§uperior's installation instructions. �� ,� I I -1 _1_1.�.�; MATERIALS: Heavy wall, rn ulti -chambered vinyl �, I extrusions shall be commercial c,ompounds Viny). doors have been I , � I - I .__� .. � - ,!M-",��"r � ­_ I -, .� _-, I .. :�� - ���,��,,�i,-�,;�-�-�,��---���,-,�', �,..;If�,�' � a � � I ,��,e,,�,�,',-', 11 1�� � ­­' , ,��"a - -.--- -­ - ­-, - a .*, .. Z. , .F��i �� I � :_"� _,". 1, ­ ­ I. - , ea"K_ - I . � " , _ �,' . I , 11 I �, _1-,?�: � 11 1, I ". 4- `,-�:�:, "'.1 ­5­ , I � ,­,_ - —, , 'y I ,iy+;�eC - -1 ::> r.�, W V) CN < (,() (0 . 0) :� I � . �, , , ` _ _�� _,_"",,-,i '__. , '' , � V , "' - , , ffi"__�� 11�11`1 _11�� o . I � ,I-', .1 , , - - :1 , , � - , - . �'_%"_'4 .�� ,,,�, ,-: � _�, � , -, ,� �, ,, . - -- " 1- � . . �� 11.1-1, � "' - , I- 11 � 2 �­ �', *,�� t ­ " _.,A_,�_ �111 _1* ,_ -, " � . �, �,� - 11.,._,.­-­ ,�5�tl?,z,;� I I. I � � ­ I . ,� ­1 �1;-, ­�,­-_ ­ I c - 'i _,,�`�'�, 1� �, ro I _��,s ��,Ir­. � � ... I quality ,�,,,, . that tested to AA1y1A%/NVv'MA I 0 1 A.S. 2-97. 1 ­ -are env ..,, , I 1P ironmentally safe, containing no heavy metal.%. Rating: Series 9900 LC.25 (Size Tested 8080 11 :All,extrusions 51��_N�,�;,'� . � I , , . " I _:?1'J,__�___`;` 1'1� ,��_ I ��,,*, V� I.; 1_��-_,.;, '1�', � 11 , I --- ,�',- . , - , - r 1; 1 �`,;!41 Z; " ,,�-I',-�­,�'.,,-,�,` 't" �,r�;, 0 1 71 FK F - , .. ­ , , ­�� � I. :_ " 1.1111c­_, , _;, . 1. ­1 1. ­ .1 I �� , , _,i, �, �, � ­": ,,�'.-`-a-@!�W__" , � v ;. 11 . . . , , ", ", _:.; ., . , , �.." . 'I" ­1 ,`��,',P;!�:­­, -:, �.��,�, , _­­ � - ,,� � I", _1�d� . � ­1 I �1: ': �:, - Z�:,:, - '', , , Y;� . 'I, �, ­ '� - - , " RIO I I .- . � I. .1, 1. � ., .:-.1, " - - - `;-, -- , � . i�"'-' -, - 1� - '1� :. ,�,­ - ­11, 7 ­�-,-�,�,,,,, , :­ F - ., , ,� - - -, " ­,* �*,�_. �` 1, I , ., .,V lf,�,,�?, g, ., , , " � I .x.� . . . . . . . - �, 11. � , M, ,�. . , , , ,�,..;�_;,;,,��,��,,,�,�-,,�'.'��,:'-�- ��,-,-i - �'11"�11,'�,�'__�JM, -,� ,1_7�-!�­,c � ,&.,!: t. ­� A '­V'r ,�,:� I � . I " -) �;, L ',�m`"�f;­. � ,,�,,� , k, ,'�L, 11"."., '. :�k �:��, j_ _, L _ ­­' ", , '. , '. � I � , - X0) . " ce �fl, are ASTM and AAMA rtificd. I I I .. I .11 '� � 4 I , �, FINISH: The finish of alle 11 ,� � �r�� , C lean and free from "", posed vinyl surfaces shall be ��, 1 __ I ".. -, " 'g " I � .1 % �� : " � � ­'V��, �,�'�, ,, � ng,�'i,'�,� J�.ft;�t "', -,`,�" -1 - -,'-,�--,�I' - � -, �S _.__'111 'i �-E' �9,2e, , U-1 1: M <Z 0 0 LO 0 = I - I-_ , ,�� � ,: - . , ,,, I .� . ­: - � �� �.'-:'J _�_i_.11., - �­­ � . I I "I. I � ­1 I I I . ­­__,��_" I ­1 I , . ,­ , ,,'� �: ':': �� `i!_-';'I­ � !� .,:, � I.- , .1 ��%­ . . . . . ,�; - - ,:. I : I , ,L:.� �%,`­ I ,- - , , , -.1 � ,1:1�1 L ' 1. .11 L 1, - ­,_�k, '­ 7 : - 11 %­� — �-!�.. ­,;,111,,",!�'�:`-` " L , 1. surfaxce blemisbes. The color shall , , ". I � 1; " 4: be integrated throughout the material. - SUPERIOR WINDOW PRODUCTS . , ,_ ,­1 , 1� ;1�1��i,,Rn ," 11, ,� VJ 00 0 < Ill- Lu Z - N v ,!:�`,' I . L , I , .., ­­­ - ­ I � :�� L " .1 ­ , 'L � ­.­ I 11 I 1L. ., , . I - I ��.,�I'-,,�,,_��4�1'i' �, ��, - ,� - ,!�, - ,. �'� �-­�,,,�el­�.�­ , -1 :1 L, I I ­ �,� '. _ :�-��- .--i , , L L I � _: ' ,-,,-,��,.'�.'-'��r".,-5--��,-���--.�, - , , , "",� I , 11 _ ' , , ,�­, , � ,7 � 4�, .".'' . . ­7j�!',�'__ � , �' L. �o . 1 '4­­ �: - : I. __-", I L 1 _� L I . ASSEMBLY: Frame and sash rs I mernbe D;uision of ­'. are,roltered a d I t��- -,,--��­ " W C) < r- '�', Of - . L "t'� � , . _�,:,L I . " 1, I ��"_ _.'_�� . ­��, 'n�'� �'i�:,,,."_,�:,�",�',�, ",,�' �,�'�,_ . .., _�' _; . I I , _ , :": -1. I �, 1, I - . , �, � ". I "I . - :-�­K",�!.1;1-*­O. ';� - -, L 1. ­ - " `� , , �, - . � 2 , , ". ., I . � , . 1- � � �� '_, ., ", � _n I , I �i - . , - L f I _ 11��, - �L:'_ �; - '� -1 ' I .. 11 fusion welded for maximum strenj#h and water -tight SUPERIOR ENGINEERED PRODOCTS CORPORATION .. I _ , ,�,V-7,�;, il� ,.­ �.... �111 ­"_1 ­ ­I [Y - < UJ < W I L I I : I � .1 .:,�, "" ,­1 � I ,�, ., - At'— L I " , , . - ��,�", _�, ,�a'­v,. I � - - - ­�;,�-",�Z�_ _� ��, -4 fs ,­ , I _� .. , � . : I I 1;,_ A : , .. - : L: .� . . I . _� , I . I'll. L" L � rkl_�� � . �-�--'..�,�""-?,;,.-�:;!;"hi��,7�",--,�,*'�-,��lI � I 11 ... - ... "I � ... �:� . ,��g'";-;�,,5K�­ , 1:0r� , � -y �`��` L� L �,_",j . �,�� . Al - -.�� � , , 1 L , . '. ;V� - L __ I I :,1N 14K,',��rN0�1 i _il-v �'­­. ' . %,"L :'.. 11 � I 1, �, - I , , �, " � � �� construction. Interlocks are reinforced 11� Ontario a Hayward, California 1.�;; . wjth�,61uminurn � I I L'. e With jollforilied '.'­:%1'L Xtrusions and the vent stile is reinforced . ,� www.superior-windows.com I ', 1_1 - , .1 'LL I ,-�:, �_' . steel. , , " L.:� I .;,�'_. �,� . I . ,-,,,,, I'- -, - ­ - , , . � �-,­­,­"�'';� � 3: F- Z Ir- Z LJJ - 0 �;7 0 3: 1­- < _r " . I . . I I �,� — 4%��� eyll;,`I,i�l I.: - j,�, I 1. . � �_z ,��, " 1 f�z'-.�-�4�1,�-.i��,�� v It. 'o . I ­ I I _", " , � I ,L _1115-111"; : 11 � " - �,,� � - I � L , I �, - ­� , !".,: ; ,, -. ,,_-,,� - ,_ - '' , ",""', I � _ , '�� - ­ .' �­L;� . -_ I "�,_,��-, _,�' -� I -, ,6�, �_, . , � , , ­�­,f-%7',�; ";,_ _. _­'�� -­­ , � ', "', �,�­_ � I I �';%'�Ll WEATHER STRIPPi NG H , ,--t --",' . , - I -_Ao -y�,t�ath�_.I-.,"L.���-""�-*:",�' , . " .�� � . . ; I Y, uble fin;, L ,. - �'F 1 . �,­­ -, , , :,, , - . � Z, I S I' 1i `1_11'11_!� , � , - Z, I 0 U) " (n 0- I , 1:, ­ I - __ I I � , - -3�� ­ I 11 1 4. _.� I I L. . 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I , . �.. : , " �. : �' � .;._r . L ��'.­ L" .:,L '�7: " - , �. - , ­ L �. , : � �� , :L � ,�, "� , L �� I .,�, :'7::_.,� ,.�� _ �,', - : . " �� ­':��,­­ 1 ,1:� . prior ,z,`-,n�-�%, . mitering and . _,�t',.: 1. _... I 1, . luMon --,-,,--,�ie,J1d'jng ,to pt(�V,,i�t���.,-k-,,,,�.�,�".*�""-���',�,���l�,��".:I,"'�-'L' I ,,,,, ��, 11_1 - ' . .1 L '. I -, - " �', � I I I ,:�,�. 1, I - I - � __'j" % - -, I _,�, , - *"� . I 11� �'�_JL . �' �v ,. ��,% , . �:,L I I movement. ;�,�,� I � ,%�, , - I I ­111­­ ­Ig I - - I � 1 ,-�!,-",:�'.,',,:�,'.'�.-'-'�'.,',-�','�*",;2"-,;",.��.�: - ;1 11 - ­111., 'M - �;,, ' "'. �.' - 1. ­ 1-l'', ��,­,�,,,�. ,,.­'_-�' - ".'�' .. I , - ­`:,� ��..�111�_�_%'. - . �` _, ` ­�'� - - e­­��.& L' I , . . , - L, " � 'L , ,� , ..", - I �, 1, I - � : _... _, " ,�­ _­ : 'a� ' �­. ." 11�,___'� I ­ - " ­­ . I , " . I . . �­ GLAZING: All Series 9900' 1 L ""', I ._'� . I &­9901 d o '' h .. .;� I .".-I � .. - - .�.;,�,11,1, . 9 , with nominal 7/8" . 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A.1 A.2 A.3 A.4 A.5 Scale 1 /4" = 1 FT. I S, 8 v 0 „8/5 4'-3" Rs—n., 1 ) ( 2 NEW ADDITION FOUNDATION PLAN: 3/4" DIA. HOES X 8 INCH DEEP INSERT REBAR IN APROXY 48" 0. C. 6"x6" NO. 6 WELDED WIRE MESH WITH POLY\ANYLE MEMBRANE MIN. 6 MIL. , 4" 4" .i"aA NOTES: 1. All footings, exterior or interior , for either one or two story buildings, should be placed at a minimum depth of 18 inches below the adjacent ground surface on firm compacted soil. 2. All footings, both exterior and interior, should be reinforced with one No. 4 bar, top and bottom. 3. 4" Floor slabs should be reinforced with No. 3 bars, spaced 18 inches apart, both directions, or 6—inch by 6—inch, No.6 by No.6 welded wire mesh, properly supported to ensure the desired placement near the middle of the slob. 4. A capillary moisture barrier consisting of polyvinyl membrane at least 6 mils in thickness should be placed beneath all slobs constructed on grade which are to receive floor coverings. The membrane should be protected with at least two inch of sand and core used to protect against punctures. 5. Provide not less than 5/8" dia. anchor bolts embedded 7" inches into concrete or mosohory with 2"x2"x3/16" washer plates, maximum 6'-0" o.c. Minimum 2 bolts per plate, one bolt not more than 12" or less than seven bolt diameters on foundation plan. Sec 1806.6 and 1806.1 Show oil different anchor bolt spacings on foundation plan. (N) (E) (NEW) (E) FTG. REVISION_ DATE REV. A 02 23 03 REV. B 07/17/03 �n DO 00 rn rn t0 cD N M cD rn to r\ I I I d- t\ r` � � Ld c0 O ~ N � O) UJ Z Q m :2 LO 0 U :D Z Zm O � `r J : ►= 4 m 0 x O Q J Q Z Z M <C I-- O w U_ w < _ Q w O Q _ CL 0_ V) U > C on z Q CL z 0 Ulm 1�- Q y l 1 U Q 01 0 U U p 00 n N z = Q 0 U = U Lf) 1— 1 w O CN z � af 0 Q crQwQw W 3: 1--- Z z��40 0 Cf) VN (n 0- PROJECT NO. (NEW) COMMENCED APRIL18,2003 -------�� 3" DRAWN BY �h PHIL ROBLES \A,REVIStoNS DATE #4 REBARS HORZ. BOTH WAYS EXISTING FTG, W/NEW CONC. PAD CALE 1 4" = 1 FT ChrisD07,dwg 07/17/03 V EXTI HEI( (4) DBL PER oo 2X DBL, TOP PLATE + M fo � rn r� END STUDS FULL p co o GHT OF WALL r�r r-- EPC OR PC °' W m 6d EA, SIDE 0 � � W z zz W Q z J z , 2X OR 4X POST F- M x d Iz Q Q z z m Q PLAN w W � � � U Q= o z w a STUDS 16" D.C. U Q (n U > tl DROPED BEAM WALL 07 04 01 2 X R/R @ 16' O.C. c. cd. PER PLAN 2 X BLK'G W/4-19 NAILS 2 X SHAPED BLK'G E.N. @ END RF. SHT'G. R/R PLYWD, SHT'G, R/R PER PLAN PER PLAN PER PLAN PLYWD, SHT, G, A35 @ 16' D.C. . PER PLAN E.N. 2 X STUDS @ 16' O.C. - E.N. (E) SHT'G T❑ .REMAIN E'N' E,N. SHEAR WALL 'A35" @ 16" O.C. FASCIA U.N.D.'A35" @ 16" ❑.C, WHERE OCCURS E,N BOARD U.N.O. (SEE FRAMING (8@6') PLAN) EXJ DBL, TOP PLATE DBL T FASCIA - OP PLATE BOARD cD TRUSS WALL FINISH WALL FINISH 2 X STUDS @ 16' D.C. PER PLAN 2 X STUDS @ 16" D.C. PER PLAN 2 X CLG. JST. EQ EQ, SHEAR WALL ol SHEAR WALL PROVIDE 2 X BLK'G WHERE OCCURS WHERE OCCURS `U` HNGR. BTWN. TRUSSES (SEE FRAMING W/ 3- 16U/BLK. (SEE FRAMING \—'THA' TRUSS HNGR, PLAN) PLAN) 'ST22' @ 48' O.C. SHEAR TRANSFER DETAIL �1C 08 SHEAR TRANSFER SHEAR TRANSFER 0� 02 la ck ,J OC DBL, ROW STRAP PER PLAN EDGE NAIL'S R/R PER PLAN ° °< WD. BM, o I� o SHT'G 2-2X BLK'G. (TYP.) @ STRAP SIMPSON 'CC' COL, CAP EX 2 X BLK'G—'A35F' @ 16' D.C. U.N.O. V 01 EQ. EQ. A WD, POST PER PLAN U 32' D.C. STRAP SLOPING DBL, TOP PLATE � PER PLAN STRAP PER PLAN ry o SILL NAIL'S v U U p 00 --'A35' @ 16' O.C. U.N.O. _i N � EX cn c� CO o �! Z co o WD, BM, o v= v im o "EPC" POST CAP 2 X BLK`G E.N. w o z �--SIMPSON 'CCO' COL, CAP 32' O.C. ---C/J PER PLAN o N Q ry Q Lij Q Lu 3/16" PLY WOOD _ M z w o z o WORD POST FINISH ,r � � � F- f Q z DBL. TOP 32' ❑.C, o cn cv cn B STL. COL, PER PLAN a'r PLATE PROJECT NO. STUDS @ 16" D.C.', COMMENCED APRIL18,2003 DRAWN BY PHIL ROBLES REVISIONS DATE */ REV. B 09/05/03 i SCALE 1 4" = 1 FT ChrisD14.clwg 09/05/03 DRAB DET, Og BEAM TO POST CONNECTION 06 SHEAR TRANSFER 03 Dml PROVIDE 2' CEMENT DRY PACK IF PLACED UNDER EXS,T�T� I 1/8' MIN. *, 1/4" MAX. TRENCH SHALL NDT UNDERMINE WALL FTG. - - v B f ti• •►-• 50% COMPACTED BACKFILL @ TRENCH 2 X CONT, v a 3/4 - - ' EXCAVATION W/16 @ 16' D.C. RF, SHT'G @ CALIF, FRAM'G - a - v - 2- #5 MIN. 2 X R/R ° - • ' a: - � „ a - - 1- #5 MIN, OR TRUSS T/C __- — 2 X R/R CONTROL JOINT SAW CUT E.N. ' • T/3 � kit 2- #5 MIN. 2- #5 MIN. - - - �_ FTG. � PIPE TRENCH EXTEND RF. _ ° - � ° 'k— T/3 - - - - a.. " ®.. T REINF. 1 SHT'G. T❑ WALL a - .. . - T/3 -' v 2 2 X BLK'G. 1-1/2" U N.O.RETE NOTES "L' = 40 X BAR DIAMETER IN CONC.- . NO TRENCH PARALLEL 'L' = 50 X BAR DIAMETER IN MASONRY, U.N.O. /IDE SLEEVES NO SLEEVES SHALL TD FOOTING BELOW rum ALL PIPES, PENETERATE FOOTING THIS LINE CONSTRUCTION JOINT (TYP.) TYPICAL- PIPE & ' TRENCH LOC-ATION .. NAILS2- 16d END A%MkT" 1X6 DIAG, LET -IN BRACE @ EA. CORNER @ 25' MAX, O.C. (IF WALL IS SHEATHED, OMIT lX6 DIAG. BRACE) FIRE BLOCKING AT CEILING LINE AND NOT TO EXCEED 8'-0" O.C. 2X STUDS @ 16' D.C. 5/8" DIA. X 10' LG. ANCHOR BOLTS @ 4'-0' D.C. MAX. 2X P.T.D.F, SILL, U.N.O. 4'-0' MIN. LAP t8-16d NAILS PER SPLICE SPLICE OVER STUD 2-16d HEADER- SEE FRAMING PLAN PROVIDE SIMPSON A34 FOR 2X4 STUDS AND A35 FOR 2X6 STUDS, EACH SIDE 2X STUD & TRIMMER, \M, MIN. @ JAMBS FOR NAILING SEE GENERAL NOTES 2-8d KING STUD TRIMMER— (DBL. UNDER OPENINGS GREATER THAN 6'-00) U.N.O. 1 4- 1/2' MIN. & 9' MAX. FROM SILL END TYP. WOOD STUD WAIL FRAMING 3' L 40 ➢ REINFORCING SAME SIZE AS FOOTING ° e REINFORCING ° ° e NOTCHES MIN. 6'-0' O.C. -1 2" 0 MAX. BORED HOLE 13 I CALIF. FRAM'G RF. SHT'G __\ E.N. 2 X R/R @ CALIF, FRAMING 1 s 2 X RIDGE BM. W/ 'A34' 2-16d TOE NAILS TYP, EA, BASE & EA, SIDE 14 1 CALIF. FRAM'G VIEW A35 @ 16' D.C. U.N.O. E.N. 05 TYPICAL WALL & FTG. REINFORCEMENT 01 2 X STUDS @ 16" O.C. 2 X P.T.D.F. PLATE W/ 3/16" 0 RAMSET # 3348 SHOTS W/ WASHER @ 32" O.C. ` 1ff- LU. 15LUUNINu C I ul , BOTTOM, & MID HEIGHT SCOOP FTG. PER E.N. HEAR WALLS POST WHERE OCCURS 10 INTERIOR NON-BRG (SCOOP) FTG. 06 TYPICAL STUD WALL INTERSECTION 02 w .. REVISION DATE REV. A 02/23/03 Lo U-) 00 cD (o N Q0 � L PC) rn r_ r r � o w � O ~ o' rn of Lj w z Q m to U :2w Zm Z� L tO z -' o 1 z `� z Q 0 o I ziz m waf w Q= Q w Q o d d SHEAR PANEL LENGTH U) RF. SHT`G. @ WIDTH WIDTH CALIF. FRAM'G. -- 2 X 4 STUDS @ -� EDGE NAILING 160 ❑.C. U.N.O. Q (E.M,) DOUBLE TOP PLATE 2XBLK'G @ o C 48' D.C. i0 U.N.O. I E.N. ° `'a' s 2X STUDS 2 X R/R .e ° < s 13 1-1/2` X 16 GA. STRAP W/ 8-16d COMMON NAILS EA. END @160 D.C. ® ° @ EA, PLATE NAILER W/ 16 @ 8' ° 2 X MAIN CONT. ® e ° ° z N WALL SHT'G. ° ° " NOTCHES MIN, TRUSSR E,N. e ° ° � !, 6'-0" O.C. 1-1/4' 0 MAX. BORED HOLE T/C �---- RF. SHT'G. 3' CONC. • a35 @ 16 D.C. 2'-8' MAS. _. U.N.O. 40 DIA. _ 3" E.N. CLR EA 32 v Is W Z � H 2: 06 0 � - 0- o= � I-- I — a L7 ' "p A a I� a A a 0i r r "D R rRr rDr 40 "D" CONCRETE 50 'D' MASONARY 6 % 2-1/2' MI2 X STUDS -1/2' MAX. 10' MIN. 10' MIN, @ 16' D.C. 1-1/2' X 16 GA. STRAP W/ 6-16" COMMON NAILS EA. END @ EA. PLATE 17 DAL. TOP PLATE /--SILL- PLATE 15 CALIF. FRAM'G VIEW 1. DBL, 2X SILL 4, 2X BLK, 2, DBL, TOP PLATES 5, SHEAR WALL EDGE NAILING 3. (1) SIMPSON CS16 X EA. CORNER OVER PLYWD. TYPICAL REINFORCEMENT LAYOUT 1 181 SPECIAL SHEAR AT WINDOW OPENING 1 16 1 CALIF. FRAM'G 40%d NOTCH IN STUD MAX. 60%cl I, ,__BORED HOLE NOTE► BORED HI & NOTCH SHALL HEADER 4X END POST 2X TRIMMER U.N.O. 4X END POST 5/8OCCUR IN SAME & HOLDDOWNS MIN. SECTION.ol MIN. U.N.O. W/ E.N. DBL, TOP PLATE NON -BEARING BEARING WALL SHT'G PARTITION PARTITION Q FIELD NAILING CC (F.N,) ,-4Ak___�i SILL PLATE BOLTING (OR e F 'r :< 12' SOLE PLATE NAILING AT AX. FLOORS) Y Q UPPER O 1 -1 TVPI[;AI NOTCHING & BEARING @ STUD WALL 07 I TYP. SHEAR WALL LAYC U I 03 I I "Lo m 2 X 4 FLAT BLK'G @ 48" O.C. 2- 16d 1601 @ 12' STAGGERED JOIST OR RAFTER UPPER PLATE 4' WIDER THAN LOWER PLATE 2X STUDS @ 16' O.C. 16d @ 12' STAGGERED JOIST OR RAFTER 3gE\----LUPPER PLATE 4' WIDER THAN - PLATE U p 00 <� �LD PER PLAN W/ o co.� _ 0 � /—STRAP FULL LENGTH NAILS 60o Q 4'-0" MIN. PLATES w f N Q Q w Q w DOUBLE TOP PLATES w z w U I-- z o z o �-- .- <t = PROJECT NO. DOUBLE TOP PLATES COMMENCED APRIL18,2003 4'-0" MIN. PLATES DRAWN BY PHIL ROBLES DOUBLE TOP PLATES REvsSIONS DATE SCALE 1 4" = 1 FT LI..IW LR -- 2X STUDS @ 16' O.C. TYP. 8 - 16d EA. SIDE OF TOP PLATE SPLICE U,N.O, ChrIsDl2.dwg ON FRAMING PLAN. 07/11/03 :(01AN VIEW) 12 TYPICAL DET. Qa NON BEARING WALLS Q$ TYPICAL SPLICE DE 04 D=2 NOT TO SCALE GRADE GRADE 12" M4N. 15" 2 STORY NEW P.T. SILL W/ANCHOR BOLTS #4 TOP AND BOTTOM REBAR -P.T. SILL W/ANCHOR BOLTS #3 DOWELS AT 24" 0/C. PROJECT 20" INTO SLAB. SEE PLAN 4" THICK CONC. SLAB. d I fl G' AI z. z *� �, c SCALE 1 INCH = 1 FT 12" MIN JL5. 2 STORY NOT • SCALE PORCH, PATIO & LANDING FOOTING "HDA" HOLD DOWN O SEE PLAN SSTB ANCHOR BOLT O SPT 1—#4 MIN. 2X6 P.T. SILL R, } C U N NOT TO SCALE 11 I T 4 4 4 4 4 4 4 1 1 e v 4 a 4 d - v 4 11 (p a a a a it I l 4 d ° 4 d d d ° � a J 4 a ° d a a Simpson Strong -Tie SSTB 12" 1 STORY #4 TOP AND BOTTOM REBAR 15" 2 STORY F 0 0 T I NG" #4 DOWES @ 48' O,C, 6"x6" N0.6 WELDED WIRE MESH- WITH POLYVINYLE MEMBRANE MIN. 6 MIL. 12° 3/4' DIA. HOLES X 6' DEEP INSERT REBAR IN NON -SHRINK GROUT CLEAN EXISTING SURFACE FOR BOND a a a D D D D .D ' �� �� '�J l� ��, �� �.l J�,. 4 ' '� • ' D �',�ti l��'6�' �', ��i.� i'. i''. •.ti �,� i'.� � :�•�'•�ti l�� i.',. NEW ADDITION SLAB & CONCRETE FOOTING.. -�--- EXISTING SLAB SSTD SELECTION TABLE SIMPSON CATALOG NOT TO SCALE NEW EXISTING CONCm SLAB FTG. I 3/8" INTERIOR PLY. SHEAR WALL 1 /2' GYP. INTERIOR FINISH 2"X4" STUDS AT 16" O./C. 6"x6" N0.6 WELDED WIRE MESH 01 WITH POLYVINYLE MEMBRANE MIN. 6 MIL. 5-- � 5/8" X 10" LG. ANCHOR BOLTS ®�-r3" O.C. 12"MAX. 4" CONC. SLA FROM CORNERS & SPLICES. 2" SQ. WASHERS SET SILL IN MASTIC NI 2"X4" P.T. SILL L�� N 12" MIN. COMP. NAT. FILL A � NAT. GRADE co 18" 2 STORY � Qo � < <r #4 CONT. TOP & BOTTOM {J 15" 2 STORY MODEL NO. 2X,3X AND 2-2X SILL PLATES MONO POUR TWO POUR HD2A SSTB16 SSTB20 HD5A SSTB20 SSTB24 HD6A SSTB28 SSTB34 HD8A SSTB28 SSTB34 HD10A SSTB28 SSTB34 SSTD SELECTION TABLE SIMPSON CATALOG MODEL NO. DIA. L MIN. EMBED Le SSTB16 5/8 17 12 SSTB20 5/8 21 16 SSTB24 5/8 25 20 SSTB28 7/8 29 24 SSTB34 7/8 34 28 SS, 7/8 36 28 NOT TO SCALE INT ERIOR BEARING FOOTING (SHEAR WALL) m REVISION DATE REV. A 07/14/03 REV. B 09 /05 /03 L0 L0 00 co cfl r. 00 rn c-) CO 1 to i cV U) r- { d- rO (0 tf) to rn r-1 I I ! C) Ld (0 0 ~ N tY 0 m z Q m z In Lc)v z z LLJ m oLJJ cO `t —� = Qo o Q Q z z m a �� Q _ w � W �_ z _j �C)>n Is 4" CON C. SLAB W/2 1/2 "X 21/2" X 1/4 PLATE 6"x6" NO.6 WELDED WIRE MESH BOLTS @ 48" O.C. 12"MAX. 0 WITH POLYVINYLE MEMBRANE MIN. 6 MIL. FROM CORNERS & SPLICES. v o 00 00 0 —SET SILL (N MASTIC '` , ~ `t co co » » p 2 X4 P.T. SILL �,�taa �� ,z U' Q c c c ---� c c-z— _--i -L— c _" J C7 t. t. r U= U 1 i7 0 Z o Q LLJ °Q o 10 o a �� Q Ld Q LLJ Lli p r,- r r LiJ o Z O 12» MIN. 6 �` COMP. NAT. FILL o n N cL `Q v a NAT. GRADE PROJECT NO. 18" 2 STORY Q\ ` COMMENCED 12 MIN . APRIL18,2003 DRAWN BY