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HomeMy WebLinkAbout10145260.pdffl 7 ? 260 13/8' C-4,C-C PLYWD Bw V/86 6` O.C. E.1d. & 12" O.C. z N. 5/8` A8 @ 4$" U.C. 18" O.C. I 1 i 340 15 /32" c-11.C-c }'i,YSfII BIPKD /i Od 0 a-O C E N & 12 O C F.K. 5/8" AB 32 B C. ' Sd 3" 0C = 2" O C I 490 . 15/32' C-aC-C pLM BLKD3' Q.C. E.N. &12"Q.C. F?4. 5/8' AB 6 E4' ox 8`5C � ` i F ? 550 15/322" SYR PL ? . i YWD BW W/U @ 3' O.C. E.N. & 12' O.C. A.N. 5/E` AB 0 i6` O.C. b/w iq 6 r O.C. 8" U.C. I 4 665 16/32` 5iR I PLYWi} L3I.KD /iOd 3` O.C. E.N. & 12` B.C. F.N. 5/8 AB 0 16' J.C. Jlfi`iq f g' 04 O.C. # i $70 16/32` Sm : PLYND Bm Wjiod 0 2" O.C. 12' O.C. F.N. 5l8" AD 0 8" O.C. A WAx,To BE s3rct/s" It` A: s s. AT 72' O.C. WITH 7' OF 33 i'BR �'IRN STUDS AT 1$` O.C. disk. ,LnIBi�tIfENT. 'dAii.E38 G. TAt#i.E - ( �tll`H 1iINI3ti3ii 2 z2 4/18` fiIICK PLATE WASILER � ER�iiT ALL LAC BO (LB) TO BE 8` LONG INSTALLED WITH PILOT HOLE AT EACH SOLI. AND V ENCH. 8- Ali 1NMOR 1tALIS WITH SHOT PIN& RwET 1 3348 � 5/8` DIAH. A.B. kAy BE RVlACBD BY 5/5" DIAMd TMIFAMFD RODS EQU1VAiF tT. AT 38 U.0 AT BiLARING iP, .B AND d8" 8 O.C. AT LC 8 {, 3f �(WrM 'GSi 70DO V4 sys7U ��- — Ntxa-BBA1i1NG w " Aid 5, UITLESS OrAERVISE NIM_ Al "L M , AT THE SA)a SPACING. C. CODE lIINII y (2) ANCHOR BOLTS PER Pam � #'RA3lIL�G 1�ld8ERS OR BI -MNG SHALL BE PROVIDEDAT ALL EDGES D. CODE itIIrILIIUII isd OF' ALL PLYWOOD SHUTS y SHEAR BALL, SOLE PLtt'CE 31AILS AT 1B O.C. T'YE�LCAI AT ALL L ALL PLYWOOD PANEL MALL BE X4pUFACFt)RED USING EX�R10R siii£. SECOND FL tIOI:A {o.c n.). "o ',I , IA SERE IX3{iBL.E 2x :TOLE PLii9`ES An 113ED, PROVIDEI. USE N STUDS. AND 3x &tI`I'OR PLATE i�ITL; STAGGERED NAiiING �1 M NAB. WHERE THE ALWWABU SHTAR VAWf EXCEEDS 330 PLF. F. ALL NAILS ARE CO3d1tON NABS. 2. �iiEP,E SHEAR NATERIAL, IS INSi'ALL&D ON 8{)T7i SIDE& THE SPACING FOR 7HE ABOVI TOP ANCHORAGE AND S CON,t#EMON SHALL BE HALF SHOWN_ U112ESS c?7'N°RASE NOTED ON PUNS. ROOF PLYWOOD DIAPHRAGM (SHEATHING): si'Ri3Ci URAL C-ID OR C--c PI GOD, itll3d. wI'L*4i 8d 13A1I.S AT 6' O.C. SUPPOR'I4Ei} MCES AND BOUNDARIES; AT 12" O.C. PANEL INDEX NUMBER (24/0), FIELD (UNBLOCKED U.O.N.). IN THE FACE GRAIN OF PLYVOOD SHALL B1: PERPENDICULAR T4 SUPPORTS. - - _ FLOOR R �}iry, g�(,r..y+7 .. i V i 1 R E r i .i iJ i i i V .i.! y}✓ *j{ 7 �/}P ^(}y�+'�^� i '{.� ii�il1A1iJS2 i2 USE ) $ SIT2UCTURAL 31. C--D OR C-C PLYWOOD, MIN. PANEL N, INDEX NUMBER (40/2{}) I' AT 10TE & G3�{}i�vE, WIT'WITH3titl NAILS AT 6" O.C. Si1PPt?RTED EDGER AND 13t71iNIIAF?33ES: AT io` O.C. IN THE FIELD (UNBLOCKEI U.O.N,) FACE GRAIN OF FLYVOOD SI3 AL- BEw L3;RPEFiBICUi.AR TO SUT'Pf}RTS_ USE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL SHEaRWALLS U.O.N. AT FLOOR LEVELS. USE SOLID BWCMN AND DOUBLE FLOOR JOISTS AT EACH En O ��I� �SHEAR�YAI�S AL - SEAMS SU13PORT NC S33EARK+ " ALL IJOLDOWNS ON BE STRAPPED T UPPER LEVELL M ;fi'#' 8E CON i3TOAO P E BELOW WALLS WITI BELO,q. A 1I©LDOiPh .TO T`HE LoVtER LEI OR TO THE FOUNDATION. vws al out wou b3I ,t BCI fAt MI ) O3 85A O 3 " 1 �� y �, t rt..%% . o Ra P'All ■ EXCERPTS FROM CHAPTER 23 TABLE 23-lW31-_"LjNG 5Ct1ED i-F CONNECUM NET 1. Joist to sill or girder, toenail 3-8d 2. Bridging to joist, toenail each end 2-8d 3. 1" x 6" (25 mm x 152 mm) subfloar or less to each joist, face nail 2-8d 4. Wider than 1" x 6" (25 min x 152 mm) subfloor to each joist, face nail 3,8d S. 2" (51 mm) subfloor to joist or girder, blind and face nail 2-j6d 6. Sole plate to joisror blocking, typical face nail Sole plate to joist or blocking, at braced wall panels 16d at 1G'. 406 ramc. ) o. 3-16d per 16" (406 mm) 7. 'fbp piste to stud, end nail 2-16d 8_ Stud to sole plate 4-8d, toenail or 2-16d, end nail 9. Double studs, face nail 16d at 24" (610 nun) o.o. 10. Doubled top plates, typical face nail Double top plates, lap splice 16d at 16" (406 mm) o.c. 8-16d 11. Flocking between joists or rafters to top plate, toenail 3-8d 12. Rim joist to top plate, toenail 8d at 6" (152 mm) o.c. 13. Top plates, laps and intersections, face nail 2-16d 14. Continuous header, two pieces 16d at 16" (406 mm) o.c. along each edge 15. Ceiling joists to plate, toenail 3-8d 16. Continuous header to stud toenail 4-8d 17. Ceiling joists, laps over partitions, face nail 3-16d 18. Ceiling joists to parallel rafters, face nail 3-16d 19. Rafter to plate, toenail 3-8d 20. 1" (25 mm) brace to each stud and plate, face nail 2-8d 21. 1" x 8" (25 min x 203 mm) sheathing or less to each bearing, face nail 2-Sd 22. Wider than 1" x 8" (25 mm x 203 nun) sheathing to each bearing, face nail 3-8d 23, Built-up comer studs 16d at 24" (610 mm) o.e. 24. Built-up girder and beams 20d at 32" (813 mm) o.c. at top and bottom and staggered 2-20d at ends and at each splice 25. 2" (51 mm) planks 26. Wood structural panels and particleboard 2-16d at each bearing Subfloor and wall sheathing (to framing): 1f " (12.7 mm) and less j32" /4" (15 mm-19 mm) 6d3 7118"-1(22 mm-25 mm) 1 !s"-2 t/s" (29 mm-32 mm) 8d" Combination subfloor-underlayment (to framing): 10d4 or 80 3/4" (19 mm) and less T/g"-l" (22 mm-25 mm) 6ds 1118"-11/4" (29 mm-32 mm) 10d4 8dS 27. Panel siding (to framing): or 1/2" (12.7 mm) or less $1g" (16 mm) 6d6 28. Fiberboard sheathing: SO 112" (12.7 mm) No. 11 ga.$ 6d4 Z/32" (20 mm) No. 16 gae No. 11 mg 80 29. interior paneling V. 16 ga9 1/4" (6.4 mm) 318" (9.5 mm) 4dto 'Common or box nails may be used except where otherwise stated_ gdtt -i.a "%; u at o rncnes t':)z mm) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (52 win) at all supports where spans are 48 inches (1219 mm) or more. For nailing of woad structural panel and particleboard 2315 33 and 2315 diaphragms aril shear walls, n fer to Sections.4. Nails for wall sheathing may be common, box or casing. 3Common or deformed shank. 4Common. $Deformed shank. 6Coroosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. ?Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (1152 mm) on center at intermediate supports. gCoroosion-resistant roofing nails with 7116-inch-diameter (11 mm) head and 1 /2-inch (38 mm) length for 113-inch (mm) sheathing and 13/4-inch (44 mm } 9 length for 25/3-*.-inch (20 mm) sheathingtconforming to the requirements of Section 2304.3. Corrosion -resistant stapleswithnominal /16•inch (il mm) crown and li/g It (29 mm) length for 1/2-inch (117 tin) sheathing anti 11/rinch (38 mm) length far/32 inch (20 rnm} sheathing confortiting io the tequiremems of Section 2304.3. ioPanel supports at 16 inches (406 mm) (20 inches (508 mm} if strength axis in the long direction of the panel, unite otherwise marked]. spaced 6 inches (1S2 mm) on panel edges, l2 inches (305 tram} at imetmediate supports. Casing or finish nails ttpaneI supparss at 24 inches (510 mm}. Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. 1-212 zAl -. y4'4.0 IV i 01 . SCALC: APPOOV60 BY: DRAWN MY DA'M ,' RIEV ISED 411.0 dd`i� tz_ F,AVc-.- VaTAL. s ') 1 ;z'4st� 10 oval ro ps� eou4.. X4f Gj Ll et ru APPROVED SY: 'Pt DRAWN By REV ISCO NOTES: t , . , ►__ T_ _ _. 1. 6" MIN EARTH TO WOOD SEPARATIONS (Sec 18061. UBC) 2. FOUNDATION PLATES OR SILLS BOLTED WITH 5/8" DIA. ANCHOR BOLTS WIT' MIN. EMBEDMENT AT NOT MORE THAN 6'-0" o/c. ONE BOLT IS REQUIRED NOT LESS THAN 7 BOLT DIAMETERS OR MORE THAN 1/2" OF EACH END OF EACH MEMBER AND A MIN. OF 2 BOLTS ARE REQUIRED PER MEMBER (Sec 1806.6, UBC) 3. TREATED LUMBER FOR FOUNDATION PLATES AND SILLS (Sec 1806.6, UBC) . 4.2"X2"X3/16" PLATE WASHERS SHALL BE USED ON EACH BOLT 5. FLOOR SHEATING SHALL BE T&G OR SUPPORTED BY BLOCKING (UNLESS 1/4" MIN. UNDERLAYMENT, 1-1/21" LT. WT. CONC OVER SUBFLOOR, OR 25/32" WOOD STRIP FINISH FLOOR IS PROVIDED). 6. PLYWOOD SPANS SHALL NOT EXCEED THOSE SPECIFIED IN TABLE 23-11 E-1, 23-1I E-2 7. GIRDERS FOR SINGLE -STORY CONSTRUCTION OR GIRDERS SUPPORTING LOADS FROM SINGLE FLOOR, SPACED NOT MORE THAN 8 FEET ON CENTER, SPANNING 6 FEET OR LESS SHALL BE NOT LESS THAT A 4X6.. OTHER GIRDERS SHALL BE DESIGNED TO SUPPORT THE LOADS SPECIFIED IN CODE (Sec 2320.7, UBC) 8. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE TO BE SHOWN WITH FULL LENGTH TRIMMERS, SPECIFYING THE SIZE OF THE HEADER AND TRIMMER. (2320.11.6) AND ALL STUD BEARING WALLS ARE REQUIRED TO COMPLY WITH THE MINIMUM REQUIREMENTS FOR LOAD BEARING WALLS. SHOW LOCATION (S) AND PROVIDE TYPICAL CONSTRUCTION DETAILS. (2320.11) (Sec 2320.8.3., UBC): A. NOTCHES ON THE ENDS OF FLOOR JOISTS SHALL NOT EXCEED 1/4 THE DEPTH. B. BORED HOLES ARE NOT PERMITTED WITHIN 2" OF THE TOP OR BOTTOM OF FLOOR JOISTS. C. NOTCHES ON THE TOP OR BOTTOM OF FLOOR JOISTS SHALL NOT EXCEED 1/6 THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN. D. FLOOR JOISTS MUST BE LAPPED 3" OVER SUPPORTING BEAMS, GIRDERS, OR PARTITIONS OR TIED TOGETHER IN AN APPROVED MANNER. E. FLOOR JOISTS REQUIRE 1-1/2" OF BEARING ON WOOD OR METAL AND 3" ON MASONRY (UNLESS SUPPORTED ON A 1X4 RIBBONS TRIP AND NAILED TO THE ADJOINING STUD). 8. DOUBLED TRIMMER AND HEADER JOISTS ON THE FLOOR FRAMING PLAN. THE ENDS OF HEADER JOISTS LONGER THAN 6'-0" MUST BE SUPPORTED BY FRAMING ANCHORS OR HANGERS UNLESS BEARING ON A BEAM OR WALL (Sec 2320.8.4 UBC) 9. BEARING PARTITIONS PERPENDICULAR TO FLOOR JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS OR WALLS MORE THAN THE JOIST DEPTH (Sec 2320.8.5, UBC) 10. FLOOR JOISTS UNDER AND PARALLEL TO BEARING PARTITIONS SHALL BE DOUBLED (Sec 2320. 11.2, UBC) 11. DOUBLE TOP PLATES WITH END JOINTS OFFSET BY 48" MIN FOR STUD WALLS (Sec 2320,11.2 UBC) 12. FOUNDATION CRIPPLE WALLS WITH STUDS SHORTER THAN 14" SHALL BE FRAMED OF SOLID BLOCKING (Sec 2320.11.5 UBC) 13. FOUNDATION CRIPPLE WALLS WITH STUD HEIGHTS EXCEEDING 14" SHALL BE CONSIDERED THE FIRST STORY OF THE BUILDING FOR THE PURPOSES OF DETERMINING LATERAL BRACING REQUIREMENTS (Sec 2320.11.5 UBC) Sec 2320.11.9 & 2320.11.10, UBC) A. NOTCHING OF STUDS IN BEARING PARTITIONS SHALL NOT EXCEED 25% OF OF THE WIDTH B. NOTCHING OF STUDS IN NONBEARING PARTITIONS SHALL NOT EXCEED 40% OF THE WIDTH C. BORED HOLES IN STUDS IN BEARING PARTITIONS SHALL NOT EXCEED 40% OF THE WIDTH D. BORED HOLES IN STUDS IN NONBEARING PARTITIONS SHALL NOT EXCEED 60% OF THE WIDTH (UNLESS THE BORED STUDS ARE DOUBLED AND NO MORE THAN TWO SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED) E. BORED HOLES MAY NOT BE LOCATED NEARER THAN 5/8" TO THE EDGE OF THE STUD AND MAY NOT BE LOCATED IN THE SAME SECTION OF THE STUD AS A CUT OR NOTCH. F. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT EXCEED 25% / 40010 RESPECTIVELY. BORED HOLES IN BEARING/NONBEARING WALLS SHALL NOT EXCEED 40% /60% RESPECTIVELY. IN NO CASES SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. (2320.1 L9 AND 2320.11.10) G. ALL PLUMBING WALLS ARE TO BE FRAMED WITH A MINIMUM OF 6" STUDS AND DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF 81" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED STUDS ARE ACCEPTABLE. H. WALL COVERING SHALL BE CEMENT PLASTEI,TILE OR APPROVED EQUAL TO 70 INCHES ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS ENCLOSURE .DOORS AND PANELS MUST BE LABELED CATEGORY I1. SWING DOOR OUTWARD. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1,024 SQ.IN. OF FLOOR AREA, AND ENCOMPASS 30 INCH DIAMETER CIRCLE. (807.1.3, 2406, 2407, AND PC412.0) ROOF COVERING *ROOF COVERINGS SHALL HAVE AT LEAST A CLASS "C" RATING. (1502,1503.3,1504) NOTES: (EXITING, EMERGENCY EGRESS, DOORS, STAIRS) I. AT LEAST ONE EXIT DOORWAY SHALL BE OF A SIZE TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN T-0" WIDE X 6"X8" HIGH AND A CLEAR WIDTH OF 32" WITH THE DOOR AT 90 DEGREES (Sec 1003.3.1 1, UBC) 2. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUTH THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT EXCEPT THAT A NIGHT LATCH, SECURITY CHAIN OR DEAD BOLT MAY BE PROVIDED, PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL AND ARE MOUNTED AT 48" MAX ABOVE THE FLOOR (Sec 1003.3.18, UBC) 3. A LANDING IS REQUIRED ON EACH SIDE OF A DOOR. THE LANDING SHALL BE LEVEL. EXCEPT AT THE EXTERIOR, IT MAY SLOPE AT 1/4" PER FOOT, MAX (Sec 1004.9 UBC) THE LANDINGS SHALL HAVE A LENGTH OF 36" min (Sec 1004. 10 UBC) THE LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE STAIR OR DOOR, WHICH- EVER IS GREATER, AND THE DOOR IN THE FULLY OPEN POSITION SHALL NOT REDUCE THE WIDTH BY MORE THAN 7" (Sec 1003.3.1.6 UBC) 4. IF THE DOOR SWINGS OVER THE LANDING, IT MUST BE NOT MORE THAN 1" BELOW THE DOOR. iF THE DOOR DOES NOT SWING OVER THE LANDING, IT MAY BE NOT MORE THAN 8" BELOW THE DOOR. A DOOR MAY OPEN AT THE TOP STEP OF AN INTERIOR FLIGHT OF STAIRS IF THE DOOR DOES NOT SWING OVER THE TOP STEP (Sec 1003.3.1.6 UBC) 5. PROVIDE DETAILS WHICH SHOW THAT THE STAIRS COMPLY WITH THE FOLLOWING REQUIREMENTS: (Sec 1003.3.3, UBC) A. 36" MIN WIDTH IS REQUIRED FOR STAIRS. HANDRAILS MAY PROJECT 3-1/2" TRIM PROJECT 1-1/2" B. 9" MIN TREAD, 8" MAX RISER REQUIRED. LARGEST TREAD MAY NOT EXCEED SMALLEST BY MORE THAN 3/8" IN ANY FLIGHT, LARGEST RISER MAY NOT EXCEED SMALLEST BY MORE THAN 3/8" IN ANY FLIGHT. C. 6"-8" MIN HEADROOM IS REQUIRED. D. LANDINGS LENGTH SHALL NOT BE LESS THAN STAIR WIDTH, BUT NEED NOT EXCEEED 44" FOR STRAIGHT RUN STAIRS. E. AT LEAST ONE HANDRAIL IS REQUIRED FOR STAIRS WITH 4 OR MORE RISERS. F. TOP OF HANDRAIL MUST BE 34" min, 38" MAX ABOVE THE BREAD NOSING G. CROSS SECTIONAL DIMENSION MUST BE 1-114" MIN, 2" MAX a SPACE OF 1-1/2" MIN IF REQUIRED BETWEEN THE WALL AND HANDRAIL, H. A GUARD RAIL MUST BE PROVIDED AT THE OPEN SIDE OF THE STAIR. RAILS OR ORNAMENTAL PATTERN MUST BE PROVIDED SUCH THAT A 4" DIA SPHERE CANNOT PASS THROUGH. THE TRIANGULAR OPENINGS FORMED BY THE RISER TREAD AND BOTTOM ELEMENT OF A GUARDRAIL AT THE OPEN SIDE OF A STAIRWAY MAY BE OF SUCH SIZE THAT A SPHERE 6" IN DIAMETER CANNOT PASS THROUGH. 1. GUARDRAILS (AND HANDRAILS USED AS GUARDRAILS) MUST BE DESIGNED FOR A LATERAL FORCE OF 20 LBS. PER LIN. FT. AT THE TOP OF THE RAIL. PROVIDE CALCULATIONS AND DETAILS WHICH WILL SATISFY THIS REQUIREMENT (Table 16-11, UBC) J.RETURN HANDRAIL TO NEWEL POST OR WALL: (1003.3.3.6) 6. EACH SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE WHICH SHALL OPEN DIRECTLY ONTO A PUBLIC STREET, PUBLIC ALLEY, YARD OR EXIT COURT. THE OPENING SHALL CONFORM TO THE FOLLOWING: A. MIN AREA = 5.7 sq. ft. B. 20" MIN WIDTH C. 24" MIN HEIGHT D. FINISHED SILL AT 44" MAX, ABOVE THE FLOOR E. SECURITY BARS/GRILLES MAY BE INSTALLED IF EQUIPPED WITH APPROVED RELEASE DEVICES OPERABLE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE AND PROVIDED THE BUILDING IS EQUIPPED WITH SMOKE DETECTORS IN ACCORDANCE WITH SECTION 310.9, UBC NOTES: ( VENTILATION) 2306.7 UNDER -FLOOR VENTILATION. UNDER -FLOOR AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS INTO THE UNDER -FLOOR AREA WALLS NOT LESS THAN 1 1/2 SQUARE FEET FOR EACH 25 LINEAR FEET OF EXTERIOR WALL SUCH OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN I SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER -FLOOR AREA. OPENINGS SHALL BE LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND SHALL BE APPROXIMATELY EQUALLY DISTRIBUTED ALONG THE LENG OF AT LEAST TWO OPPOSITES SIDES. THEY SHALL BE COVERED WITH CORROSION -RESISTANT WIRE MESH WITH MESH OPENINGS OF 1/4 INCH. NOR MORE THAN 1/2 INCH IN ANY DIMENSION. 1505.3 ATTIC VENTILATION; THE REQUIRED VENTILATION AREA RATIO IS 1/150 OF ATTIC AREA OR 1/300 OF ATTIC AREA IF AT LEAST HALF OF THE VENT AREA IS PROVIDED BY VENTILATORS LOCATED MORE THAN 3 FEET ABOVE EAVE VENT PROVIDING THE REMAINING PORTION OF THE VENT AREA. OPENINGS SHALL HAVE 1/4 INCH CORROSION RESISTANT METAL MESH COVERING. ( DECAY AND TERMITE) 2306.5 COLUMNS AND POSTS SEPARATE WOOD FRAMING COLUMNS AND POSTS LOCATED ON CONCRETE OR MASONRY FLOORS OR DECKS EXPOSED TO THE WEATHER OR THE WATER OR TO WATER SPLASH OR IN BASEMENTS AND THAT SUPPORT PERMANENT STRUCTURES SHALL BE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROTECTING ABOVE FLOORS UNLESS APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD IS USED.. THE PEDESTAL SHALL PROGECT AT LEAST 6 INCHES ABOVE EXPOSED EARTH AND AT LEAST I INCH ABOVE SUCH FLOORS. 2306.3 UNDER -FLOOR CLEARANCE WHEN WOOD JOISTS OR THE BOTTOM OF WOOD STRUCTURAL FLOORS WITHOUT JOISTS ARE LOCATED CLOSER THAN I8 INCHES OR WOOD GIRDERS ARE LOCATED CLOSER THAN 18 INCHES OR WOOD GIRDERS ARE LOCATED CLOSER THAN 12 INCHES TO EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION,THE FLOOR ASSEMBLY, INCLUDING POSTS,GIRDERS,JOIST, AND SUBFLOOR,SHALL BE APPROVED WOOD OF NATURAL RESISTANCE TO DECAY AS LISTED SECTION 2306.4 OR TREATED WOOD. WHEN THE ABOVE UNDER -FLOOR CLEARANCES ARE REQUIRED, THE UNDERFLOOR AREA SHALL BE ACCESSIBLE. ACCESSIBLE UNDER -FLOOR AREAS SHAL BE PROVIDED WITH A MINIMUM 18-INCH-BY-24-INCH OPENING UNOBSTRUCTED BY PIPES,DUCTS AND SIMILAR CONSTRUCTION .ALL UNDER -FLOOR ACCESS OPENINGS SHALL BE EFFECTIVELY SCREENED OR COVERED. PIPES,DUCTS AND OTHER CONSTRUCTION SHALL NOT INTERFERE WITH THE ACCESSIBILITY TO OR WITHIN UNDER -FLOOR AREAS. NOTE; (MECHANICAL/PLUMBING) (MC603.5.2) (FAU) A CIRCULATING AIR SUPPLY OPENING OR DUCT OF 2 SQ. IN. PER 1,000 BTU IS REQUIRED FOR THE FORCED AIR FURNACE. THE FOLLOWING ARE REQUIRED FOR THE FORCED AIR FURNACE IN A COMPARTMENT. A) COMPARTMENT DIMENSIONS SHALL HAVE 3" MINIMUM CLEARANCE ON SIDES AND BACK/6" MIND" CLEAR FROM FRONT OF EQUIPMENT TO COMBUSTION AIR INTAKE. THE MINIMUM WIDTH PERMITTED IS 12" GREATER THAN THE EQUIPMENT. B) AREA OF COMBUSTION AIR OPENINGS OF I SQ. INCH PER 1,000 BTU (100 SQ. INCH MIMINUM) IS REQUIRED INTO COMPARTMENT. HALF OF AREA WITHIN 12 INCHES OF FLOOR. (MC 701,702,707,AND TABLE-7-A) C) COMBUSTION AIR FROM ATTIC THROUGH 26 GAUGE GALVANIZED STEEL SLEEVE EXTENDING 6 INCHES MIMINUM ABOVE CEILING JOISTS WITHOUT SCREEN AT THE TOP ( ATTIC TO HAVE ADEQUATE OPENINGS) (MC 703 AND 704) D) COMBUSTION AIR FROM OUTSIDE TO COMPARTMENT WITH 1/4" SCREEN AT OUTSIDE OPENINGS.(MC 702.3) E) SEPARATE DUCTS FOR UPPER AND LOWER COMBUSTION AIR SUPPLY OPENINGS. ( MC 703 AND 704 ) ( GLASS AND GLAZING) A) EXTERIOR GLAZED OPENINGS (INCLUDING SKYLIGHT)OF HABITABLE ROOMS MUST BE MIN. 1/10 OF THE ROOM FLOOR AREA WITH A MIN. OF 10 SQUARE FEET (1203.2) B) OPENABLE VENTILATION AREA OF HABITABLE ROOMS MUST BE 1/20 OF THE ROOM FLOOR AREA WITH A MIN. OF 5 SQUARE FEET .(1203.3) C) IN EVERY BEDROOM AND BASEMENT, PROVIDE ONE OPENABLE ESCAPE WINDOW MEETING ALL OF THE FOLLOWING; AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ. FT. A MIN. CLEAR 24 IN. HEIGHT AND 20 IN. WIDTH,AND A SILL HEIGHT NOT OVER 44 INCHES ABOVE THE FLOOR.( 310.4) NOTES: (LIGHT, VENTILATION, SANITATION AND ROOM DIMENSIONS:) 1. PROVIDE EXTERIOR GLAZED OPENINGS FOR NATURAL LIGHT EQUAL TO 1/10th OF THE FLOOR AREA (10 SZ. FT. MIN) FOR ALL HABITABLE ROOMS (SEC. 1203.2, UBC) THE FOLLOWING ROOMS DO NOT APPEAR TO COMPLY: 2. PROVIDE OPENABLE EXTERIOR OPENINGS FOR VENTILATION EQUAL TO 1/20th THE FLOOR AREA (5 sq. ft. min:.) FOR ALL HABITABLE ROOMS OR PROVIDE A MECHANICAL SYSTEM AS DESCRIBED IN CORRECTION 3, BELOW (Sec. 1203.3, UBC) THE FOLLOWING ROOMS DO NOT APPEAR TO COMPLY: 3. MECHANICAL VENTILATING SYSTEMS SHALL BE CAPABLE OF PROVIDING 2 AIR CHANGES PER HOUR WITH 1/5th OF THE SUPPLY AIR FROM THE OUTSIDE. (Sec. 1203.3, UBC) 4. PROVIDE EXTERIOR OPENING FOR VENTILATION EQUAL TO 1/20th THE FLOOR AREA (1.5 sq. ft min) OR PROVIDE A MECHANICAL SYSTEM AS DESCRIBED IN CORRECTION 5, BELOW, FOR BATHROOMS, LAUNDRY ROOMS, AND SIMILAR ROOMS. (Sec 1203.3, UBC). THE OPENING FOR THE FOLLOWING ROOM DOES NOT APPEAR TO COMPLY. 5. ONE ROOM MUST BE 120 sq it MINIMUM. OTHER ROOMS, EXCEPT THE KITCHEN, MUST BE 70 sq ft. minimum. HABITABLE ROOMS; OTHER THAN THE KITCHEN, MUST BE T-0", min IN ANY DIMENSION. (Sec 310.6.2 AND 310.6.3, UBC) THE FOLLOWING ROOMS DO NOT APPEAR TO COMPLY. 6. ALL WATER CLOSETS ARE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" IN WIDTH AND HAVE 24" MIN CLEARANCE IN FRONT OF THE STOOL. (Sec 2904, UBC) FIRE RESISTIVE REQUIREMENTS: 1. DWELLINGS REQUIRE THE FOLLOWING EXTERIOR WALL AND OPENING PROTECTION (Sec 503.2, UBC) A. WALLS WITHING T-0" OF A PROPERTY LINE MUST BE OF ONE -HOUR FIRE RESISTIVE CONSTRUCTION (e.g. 7/8" EXTERIOR CEMENT PLASTER ON THE EXTERIOR SURFACE AND 5/8" TYPE X GYYPSUM BOARD AT THE INTERIOR) B. NO OPENINGS ARE PERMITTED IN WALLS WITHiNG 3'-0"° OF A PROPERTY LINE (EXCEPT FOR WALLS WHICH ARE PERPENDICULAR TO THE PROPERTY LINE). 2. PROVIDE SMOKE DETECTOR IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA AND IN EACH STORY OR BASEMENT AND IF SLEEPING ROOMS ARE AT AN UPPER LEVEL, PROVIDE A DETECTOR AT THE CEILING OF THE UPPER LEVEL IN CLOSE PROXIMITY TO THE STAIRWAY (Sec 310.9. 1 A, UBC) SHOW LOCATION, TYPE, AND POWER SOURCE OF THE DETECTORS ON THE PLANS. 3. DETECTORS MOIST RECEIVE POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACKUP, EXCEPT THAT IN THE EXISTING PORTION OF AN EXISTING BUILDING (NOT IN AN ADDITION), THEY MAY BE BATTERY OPERATED (Sec. 310.9.1.3. UBC) SPECIFY LOCATION, TYPE, AND POWER SOURCE OF THE DETECTORS ON THE PLAN. Mg NX, -.�40 tK e"', 3, gy UL pW TVP- P(AFE _^14.. S ­4 -$HALL,- BE 'WAVV­ kL 11CONTAW1100 SHA�-t VEWY ALL OPMENSION!S..- -WALLS v THE GEMM I � �� -71 po f3a �00%'S� AN," Rr w__ 4�_O* BE NAt= WITH, JW`f)OR-­#4­ AM- %#J AM, AS s rws; *4xn T ELEVATKOO AM SK CONDITIO t, ARr*4G W4*W W BEFORE St Of ANY- DISCRWANCM 14 12� 0141" OF 'v" SIDE 7" '7 IL MK Typ. Ti Il"T ommam, #a 7 ALjL maspa. AND -�coNnjc MEEN TW, VARIOU- BOLT 'HOLES AT.Alllp K., IN WOOD "S14ALL BE TO illar LARGO.,J)" TK7 BEr 2. 32 SRO 01 VgWING DRAWING AMD/OR SPECFXATIOMS ELEMEWS OF:THE gWumbirr iftwt WAW7F^ UFUffft rw~ P~ WWI 10411t�s1c..'�:­ 77 _;4 nlENTIOK OF THE ENGINEER SHALL BE BWXMff 10 THE A SO INVOLVED. 3. pRthoft BEFORE PROCEEDIN0 MTN THE.;WORK NALL SOLID, stackm BETWEEN JOIST!S, AND % AFTERS A NO D(CNVArION Su 2x CONTRACTOR SK "ORM BLOCKING SHALL BE OWE,,P*.P*E AND INE M� DEPTH� OF *1 DETERMINE lEww ImIllm, tmEs a. THE THE U)CAMN Of 4� 711$�`%'!. 7U I" IW, `OR 12w MIN14MUM. THC JOIST 010% f Vf TMA, A TO BE EXCAVATED UTILfTY SERVICES IN 'THE ARE Lj= PRIOR 'to EXCAVAT04. k I X 6 OMW LE IN OW400 AT APPWL'45'DWREES) 9" C'016CMETE &,�48 IM I W.- F10 lit~ -N- PROVIDE T, MAkIll"' IN ALI. SM *4 EVERY 2W-O* I-$ NOT`KYWOOD SHEATHM­ THE E*� SkALL BE PLACED K AT DUCTS. SLEEVES- PftS* IN 4. w BRACING SHALL RUN CONTINUOUS FROM SILL PtATE TO TOP KAM WALLS SHALI�lW ACCtMiIELY V 3SITION0z IN SLABS. 8EM4% OR WALLS 41NLESS SKCWICALLY SHOWN -?bTED OTHERWISr, 710 AT THE 4 [TAW'~ APP"AL -,iCEWTER OFJHE WALL.,.UNLESS OR Nolm coNTRACTOR SHALL 00 NOT TO a(CEM DK -ODTM & AT PROVIDE FM STOPS ANALL KIERM.TIM, OF STUD VIALLS AT F1.00R., TOP & Pk!!� OWTS& ETC. FOR SWALLATM,Alj� AW ADp")ONA K THE FULL WIDTH OF THE CEILING AND ROOF` FIRE STOPS SKWL M STOPS a A MAU" or er-w O/C IN 7* "ALI RaWOROW SWJM�-7-RMVICING MWELS, ANCHOR BOLTS. ENClOSED SPACE PLACE 5. ALL MATERIAL AND WORKMANSW SHALL CONFORM 70 'tECUM IN PLACL PRIOR TO PLACING N REQUIREMEWTS OF., lHE' �ATEST EOITION OF' UBC. 7114E SPACES. VERT)GAL.CY AND -HORIZONTALLY, AND AT A MAXIMUM INSERrWC.,SHAL; BE% 10ROK SPACING Of lf-V IN EACH DIRECTION AND AT IHE SAME LM AS FIRE AW COWRETE OR'. *M 13 M. ATI APPROXIMAITMY 0:419F, 74= 4 W THE PRINCIPLE 2 FOR 'PIkS MOIkE THAN 3t�.,,r 4 34V MC. IN ALL'K. JASI FOOTOM To SECU. S APPLY TO ALL SFOPS K ANACENT Wkl.*, 6. THE FOLLOWING NOTt§ AND TYW.AL DETAII. ' OF FTG �v DRAWINGS UNLESS NOTEP OTHERWISE. RENIF16�* LINLESSINOTE0 0THEFWI$E. BOW abTr 4 KFILLED ALL smTs 9-oALL. 9E REmmEo PRIOR TO THE A14VCATION Cf CH MAY K 113AC TRO REINFORM, 19' T0 BE W. M SAME 40H AS FTG.----� COMPACTED FVLL PER SWA7HM, PLASTER. ETC. wmw TW S ME SKALL COMPLY., CO 7. STRUCIUM DRAWINGS SHALL BE USEV IN, CONAOCTION, bF, TRENCH. PLACE C001QW- WITH ASIM.'A-615'. & - TRENCH FILL MECKqWA & ELECTRICAL DRAWMSS- WITH Asym A-7ftl. THE VIE .-Of VfM FULL W10'14- spgm W 8EFQW_ FT" IS PLACED. 4 'TE OR, MASONRY SHALL BE PRESSURE, moky WITH ARCHiTEMM-., ,CONCRE BE -Su9SyffVft P00ft" lf0 STEM VM- S..THE CHEMICAL F114. -ER M. OD BEAl" ON AF1 W K.� 1. ALL WO 70&'- 0011STRY, -LUTS OF AST* A- TRENIED DOUGLAS Fllt� 8. DPAWINGS INDICATE GENOW AND r(PICAL DETAILS OF j., cownw7m.,Wfo E CONOM, ONS ARE NOT SKCIFICMi ky wow snmMAY BE MM>IED, TO A UEFFH OF Of W0TH MAXIMUM* TYPICAL- .-TRENCH AT FOOTING INDICATED MJT ARE OF'SMILARe CHARACTER TO DELAUS tZED EXCEPT W7ERIOR "ONSpiwo .9m 14"Im MAY K NMM TO 40X FOUNDAYI* UNLOS'NOTED 01"DWI Sr.. 40". Sw DeTA" Of C0NSTRUCW*-%KL K TO OF WIDTH MAXIMM, MAXI" SM VAY BE SUOJECT1,10 REVIEW'sy THE SIRUCTURAL, DIGINEER. EXCEPT' INTERIOR NONSEARIM STUDS- AND DOLWX KWNG SRVS 10. MOORM' CLEAR DWANW KWZEN ROWMING STEEL. 04CLMNG *TER WHICtf-VElt IS 9. THE CONTRACT DRAWINGS AND SPECI]FICATIONS, REPREMENT (PROVIDE6 NO MOA.E IHM TWO 'SUCCESSIVE, DOW" SrJDS ARE, SPLICED AREA, SHALL W_40,OR (1) BAR DIAJ& 'S SHALL DISTANCE, AT COLUMN WMAY BE BOREDJO SOX OF WIDTH MAX*A)M- BORED OMIM MINIMUM, C-LrAR,.' BE 1 1/2 THE F*M&fD STRUCTM. L"JESS 07HER104E SHOWN. THEY B0RED)--WW_ THE S" SECTION OF A STUD AS :jj/2 W 60AIETM WHICH- EVER. IS GREATER. '%lONSTRUCT0L THE HOLES $WU NOT BE LOCATED, AT OR: f'1956TE IW�'VETHOD OF ­ DO Nd HaJ, lit EDGE OF A BORED NOLE A CAR OR A NOTCH. - Ot NO C00E,S A AND AND CONTRACTOR SHALL SUPERW TVP. co BE WA�R Tfm 5/w 70 Tht EDGE or A sm �'AGC ;.' THE WNWU CLEAR DWANCE$ HE BE SOL& PWME FOR ALL, Taxim swu 0 RM arnum REWFORCAC'SlVEL Akb FACE. OF- CONCRMSHALL BE A.S SHALL BE ALL MA JE PER CHAPIM 23 MEAIM UnNODS. 7.M**0UES. SEQUENCES 010 �C :A PRO,.EDUfWS. i6wsaft" 11VES COMM . NAAJNG -SML F UNLESS I�l OBSERVATION VMS VIK, SIT E BY FIELD, MOT ltx� OP TK UNIFORM VAI" CODE or rMXIUW ENGINEER 00 r INSPECVNS Of 'THEPROTECTIVE MEASURM Of THE �PRO`_ JMfH�.j..." ...... CENTER OF SLAS r #44, 8L DOUGLAS FIR OR tARCK AS CEDURES F(* SU ANY SUPPORT to. ALL WOOD MEMBERS SK 7E OELOW "; ........ Of- METHODS OF POKK 'VY THE SamCES, POWORMIM THE 101RUCTUR !CONCRETE BELOW 0PAM-UNFORMED w GRAPE MARM. tC.LA. POIL SEWICIM WHICH AK I I.: PLYW .0oD SHEATHING SHALL BE DOUGLAS-FIR CONFORMING TO CONTINUOUS DEMILED 116PECTION. FU Y 0 THM. THMSUPPORT COMMERM 3 SER41C� -*4CH ARE 01RODUCTS STANDARD AND SHALL BE GRADE 94ALL MATCH THE SIZE k' ,RNISHED 9 12. DOWMS FOR W 5 SHALL FURNISHED mARM k ACCORDANCE WITH AP -A. NUL 09, COLUMN -ROWP)RCM LAP WITH Tw BY THE 9rRUCft)RAL ENGINEIM ALL PLYWOW SHALL BE WERSECTION "RIAL OK WORK. AW WHETHER PERF99MEI) CLASSInED AS DWOSUK 1. 40 M. UNLM NOTED OTHERWISE. WHETHER OF MAU WALL ROWORCING STEEL,,. PER -:75 .'OR AFTM DURINQ COMKITION Of CONSM, - TIONO PRIOR 70 RAL MEMBM TO K FOR 7K PURPOSE OF ASSISTING IN 12. CUTTING, 407CHING, OR DRWG- OF STRUCTU -HEATING OF THE, RENFORCING BARS SHALL BE DONE PRIOR ARE -PERFORMED'SOLELY 13. NO PE;qwm,.�ow As..PETAKM OR APPROVED EVY THE STRUCTLfRAL WALITY &NTVVL'AMD IN ACHWMG, CONFORMA)CE WITIH 714. BENOIMG.� oom" &L am DRA*ANGS'AND SKCF"TIONS. Oft THEY 00 NOT, ENGINEER. CONTRACT ���S:ftWORMANCE AND NOT BE GLIAMM CONSTRqp'AS'SlUPERVIS!ON OF, CON50=014k. t3 ALL SILL BOLTS- SK41 BE PLACED 9 WKS FROM THE END Of A own OR FROM A WN AND SPIXED AT INTERVALS NOTED LUM ION 10. AU ER&CT ". 10WEDUIRES SNALL CONFORM, '110 Ogg ON THE PLANS, L STANDARDS, AW -6MnON` MUST 13E OPROMM 13Y OSHA MM- SEE %NEPA NOTES FOR BAR LAP DIMENWW ALL FRAMING AKAM. POST' CAPS, COLUMN BIASES. Hou"Is. PRIOR '10 ERECIV� ACTURED CLK M. SHAII BE AS _.MANW By �v. STRAPS. FRAMING tfw�' BE Comewam 24F WITH OSIMOSON COMPAW. DROW� RESORCH AWD i)ETA#.S -ON DRAWOM SHALL TAC CE .L ­-,wATERl #A, OR. PKENOL I'l-NOTES E PRECEDEN RESORC** ON" THESE 'FEDER* _.SP`EC*V-AT"S, M'L-A- . ..... "NEM NOWS. Tq, 397-8. Ac. 15. PROVIDE 0-(X*M AND BRIDGAIG"M."Ull MANUFACTMOt SKU SLNW MATERIALS EOUIPMENT me 'rvP I CAL REINFORCIN LA OUT 12. DttM. PRODUCTS OTHM THAN DRILL FOR. NAILM WWEK 94 SPACM REWLTS IN THE 16., PRE Sim Awom To THE 3"W'S OR INDICATED ON 7WORAWINGS wow SKA"ai kRCHITECT, f- STRtKlQW­ENQIMEER)'FOI-t REVIfFW PRIAR TO ANY� 1"m LIM -W lCOECTIO01 MR MAY BE. CONSIDE101 Ta USE, PROVIDED PRIOR APPWAL STRU04RAit- 17..' AU jTK J 24 O.C# FABRICAM: 00 SOUL SUBIAT 11WATU UIMBER SHAII BE DOW.WFIR OF ImE FbUDMW. ICE UNIFORM BUUM CODE .0 # IS �OOFAWW Mw, 1 dWHEik C I" bllf3dW IN �AZCOFA A Wft D81- 2x TO STANDARD GRADING. RIUS FOR WEST COAST GeV AM W ERNING-CODE ALITHiORITY. KOTE eowwixw,�MWL f1m ALL "WA CONFm" 70, 10 BNANCE OF MMU14G PER EA. SIDE NOTE: w 'A34" 0 OPEm*s & .0 M NOTEO OTHERWIM MICE SIMPSON LUMBM NM, If, t -AX NC= AS, EXISTIMG 401SIS . ...... Usc. TABLE'230. OR DETALS. - CONDITIONS UiOWN, Ok NO. 2. AA#r W-M AM WW THA14 )r�:w - n TM -im Iw 'CLUED LAMM MM11014 CWtWnY AV^AKE AT IM VME OF BE*JOS. HEADERS ANT). NO. 1 3" .:WOOlD'SHALL CONFORM TO, THE FOLLOWING- lic NO I its NO IVANDARD'SPECM71ONS FOR STRUCTURAL' POWARATIOm Cw DRAwwa POSTS AND imm ...... COWWTIONS OF'TW INOW, ARC 117 AND ALL N"WED r SAME IS 4 JOISTS'AND RAFTERS, .... NO. 2. SUPPLEMM i4put"-v6:4 ACCLW­,'*,O0 2 x .............. wN. (ADD*L LAMINATED (2)16d SHOULD CONDITIONS BE STUD GRADE. TO flEW VEMFY STUDS, K=Wx AND MAPPING 24F-V4- FCIR; SMMI SIPAW AND 24--V6 FOR CANTUVEM 1 6d FOR Ek ADWL 1.441 MW "INDICAiTE]DIN THM ORAWM% "THE lw OF HDR. DEPTH) DIFFERENT 71 AND CONTMIOUS HEM" PER PLAN ETRUCTURP4. _04GINEER. COWR#Z"'L SHALL #*Oft THE FA w v -fkE* TIME Of MUING SHAM F RQ FO rg SCRETE bl LA$jB" �AT OF AW DISCR9%KIES PRIORTO CONTW*O�MSTRUCIVK OTES 4.`� MOIST�M CMW -OF RQ a M ImmeR WIICW 0 12' VARIATION, OF 5%, - , I I - . 11 11 ­'�,T ��' 2x TR BE,. I OX Oft LESS WITH A WX*MU 2x STUDS 0 160O.C., �A (00L TRIMMEIR 0. OPNGS. 'Wr(M SfWl BE SOMY COMM %QU CONFORM TO A.S.T.4 OWR RESPONSWE FOR ALL L-150 TYPE V WMi A 71 14, 7K C I . M. ANY SEML fr -00) C.45. ­5, b(O"WR PROCEDURES 4ENT RX C _lf'IDUSTIM A ppr ~E: G41AM BEAMS" (1) 7.x KING STUD (W ANY AMP Affl . - 2- JUNT' SHALL. CONFIORM TO (2)lOd T.N. KING STUDS & OPNOS. WIDER STREETS AND kITILITIES IN ACCORDANCE WITH'ALL NATIONAL. UNLESS OJH�E� N =I 2. ASGREGATES SKV_L CONFORM TO A.S.T.M. C-33 FOR NORMAL ON� THE PLANS. 00S CE THE K" W/ Sw-SON 7 `TY OMNA.4CES..- j," Ir-O SHALL. BE'LSEM.W -AM BE" SHALL BE LOADW WRAPPED FOR 4 CHARACTERISTICS OF LESS 71'" O.Ou *A35* TOP AM BOTTOM STATE AM LOCAL, &AM. WMft_C%XRETE,& A.S.T.M. C-330 fOR 1.00WEI(AiT CONCRETE f0mcTIO4 Dumb SHIPPl"Q. 2x FIRE STOM 0 MG. IVI MDAM W CONCRETE SHALL BE MIXED AW DWVERED IN 7. COMFOTE V MR GM LA"M AVX I REAVY BE GK To THE OUtoo WSM=(* PRIOR M #MA"J" .0 W-0*04. VERT. TAC C-K SHALL 2x' SILL WHERE OCCURS ACCIORDAMM WITH A.& �W_ 2x SILL 0 OPNGS_ DBI_ STUDS OR POST 0 HOLX9N#4-SEE PLM WIDER TIIAN 4*-00) j'Q 4, "WURES MY BE USED WI#H THE APPPOV& Of lHE STRILCROIAL E)MINEER. ADM")RES USED TO INIXASE THE WOWAKM Of THE v IL i 6d AT, 12* O/C 6 ow. S*m NO BE C001SIDE!" 0 WJI)CETHE CEMENT CONW. 'NOTE: PROVIDE 2 X FIRE STOPS AT' AACH(TECTURAL PLANS MOUILDS* GROOVES. CUPS, REM TO SRJ_ PtATE S. FLOORS. AND 10" O/C M TafftlItES REOUflW TO K CAST WTO THE CONCRETE- -CE!UW, AT W 4. A 'MAX. VERTICALLY. W DATlQhj 1 5 ORNAMENTS OR FOR TK 11011011 Of DEPRESSIM. R0411PS, ETC. JL BE WAT CONCRIM FORM 7OLERk%M SHALL BE WMM THE ST#AGARDS j EXCAVAIPS FOR FOUOM31ON SH0., FINISHED Of '!W A.C.I. STMWAG WA". REMOVEP, TRUE WlM -ALL - U)OSE "T"ft Alm TYPICAL. MG txCw FRAO S. ALL RONFORCING SITfL.,ANC4OR amrS. "US AND OTHER OEM BY THE WSM SHAM, BE SECURED *4 POSITION AND INSI Z FoUt"r"L SHALL BE Ovyw SIZE TIPE -AS 00"TEI) 0 WE N. -OP TO THE PLACING 0 A" 7 _a �L . Has. THE a LOC of Am 0*1 IND"70 TURAL SM AM TO, jam ------ AM *I _PLANS. SWU BE WYOft BY, THE THE JOINM COWAMD FAJ_ END -A LACED WH PROPMY Pfte� TO' PLACING AM ORDOM.Of Nff CONCREM 2** W. S SHO W AVA70 POO AEPI 77.7 0 A" FUM. BA"F&LING, RECOMPAZTM. ETC. IS TO X J*M SHALL. BE LOON 0 TO 'MINIMIZE EFMTS Of SHRINI(CAGE 4ix, q: PIAM PER U9C W JAEM, I I I _ � :*, � __: I _0UIRE .6 71 AND SYRESS. L SIJAI.L lK PEW. 'M JOIST El APPRO c Aa ARE To BE" *WECTED AM FaW UNVL 10 1/r $1 10 nXT. MAX cm WOOS. -:y - 'A W1, VIP. V2 SPACM ON PLAN. 3' rNZ & f, ;g-, "iv SIM �p V4 SUM)ING DEPARUNDff PROP TO THE'KAMMEW CW AW FRI -NOT ACCEPT , OR REINIrORCING 'swls. It AM IS 'FOOTINGS ARE TO BE CMRIED WO FIRM� Uk"STURm f"Ttft%L 13. ALL EIMMO CONCRETE SHALL BE SMYED WITH A CURING COMPOUND DIST., 3/9* MIN- sme-Olk 4*PW*W, tOMPACTED M A MINIMW OF 24- BELOW 4. N4 E W. AT THE RECOMMDIDEI) RUE OF T$E MWWACTURER WAEDIATMy q� M -A.S.T-W IS L& THE MW COMI)MM %Wl CWKY 4 _ADJACENT G&W OR flNISH FLOOR, W AFTER -FIN1% *a C IS -Y*. 1HE CtWMG PROCIMM SWILL REIM IN EFW FOR -DANS, 4L- FIW*4 MEMM M A 33X INCREASE 'z . "; 1�, . � �7. �,�K PRESSURE 6 1 WOP%;f W MM WHM OF CURWO WAY K USED PER A.C.L Mu" .Oe. 0 mok -tA- u TO F00ANGS. (*�WM) 1.4. pLACE" OF COmCF 4W SH&L C4*VRM TO. A.C.I. 301. mom PLwqw 7. "GN lAT*& BEARING PRESSURE IS 15W ja is. mAkwim SMW 9OU NOT D(CEED V w IL U E� T Q m- S D�sm Cawftv OF* FRIVION 'IS .25 (ASSUMED) Al 46 -�A `TE 9-0 OR KAM IN CONCRE 16. NO'PIPES'0R DUCTS ARE TO BE **Al$ UNLESS SPECIFICALLY DETAIL1106. 7. "ERE sn= oams, �2 QZ PL"I'WOOD ED= - Mp&" C&AVfm3W STRENM Of ;DhICRM SH041 BE AS FOLLOWSr !7. ow. f �c 0 Aii, JdINT IS CONT FRAUE 1J.' PWDE WW. JEAL * PL lk-1 1% F0 roor" 0 0 2A DAYS TIE BE OWL, �WPE Of 150 P" pal 0 28 DAYS U.N.O. R.- 7 fw*3000 K., A 0" ON fe"M JW 0 28 DAYS' 2x, rLAT Kywm EgES X (*I= po I= #4 ma THw cm Dow" Is NOT REWD.) FIM NAILING 0 ALL.' PER bET. PER CLIBIC YARD OF CEMENT PR CUSIC' A Mom" OF 517 M f YPM Of CONCRE -,t*- I AL NAILIW7 A.� PIC PLYWOOD` DIAPHRAGM Kil T & A "i" -N �221 , lv� 17% 4� 41 F: W, j;; 4,