1511 WETMORE AVE 2018-07-26 - Laserfiche WebLink

BUILDING CODE G. PROVIDE 3"x3"x0.229"WASHERS AT ALL ANCHOR DOLTS. 2009 INTERNATIONAL BUILDING CODE CONCRETE D 7. BOLT HOLES SHALL SE NOMINAL DIAMETER OF DOLT PLUS P ROOF LOAD I#16" UNLESS NOTED OTHERWISE. LAG BOLT PILOT HOLES DEAD LOAD: 10 psf SHALL BE PRE-DRILLED TO 60%OF THE NOMINAL DIAMETER OF I . ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD FLAT ROOF SNOW LOAD: 25 psf THE LAG DOLT UNLESS NOTED OTHERWISE. ROCK TYPE(1 50 PCF)AGGREGATES SHALL CONFORM TO ASTM C33 WITH SNOW EXPOSURE FACTOR(Ce): 1.I PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05%. SNOW LOAD IMPORTANCE FACTOR(Is): I.0 8. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION THERMAL FACTOR(Ct): I.1 WITH 5#8" MINIMUM DIAMETER BOLTS SPACED AT A MAXIMUM 2. CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS (fc)SHALL BE: N OF 48"ON CENTER. BOLTS MUST BE EMBEDDED.A MINIMUM CONTINUOUS FOOTINGS: 2500 PSI 4; OF 7" INTO CONCRETE OR MASONRY. SEE PLANS AND DETAILS SLAB ON GRADE: 2500 PSI WIND DESIGN DATA PAD FOOTINGS: 2500 PSI 0 . I I. BASIC WIND SPEED: 85 MPH FOR SPECIFIC REQUIREMENTS WHERE APPLICABLE. O s 2. WIND IMPORTANCE FACTOR(Iw): I.0 EXTERIOR WALLS: 3000 PSI 0 m N BUILDING CATEGORY: II 9. RIM JOIST IS TO BE I I#4" LSL MINIMUM. " ALL CONCRETE EXPOSED TO WEATHER MUST HAVE AN fc >= 3000 PSI. >M N c mo 3. WIND EXPOSURE: B 3. ALL CONCRETE WITH A DESIGNATED COMPRESSIVE STRENGTH EXCEEDING 4T,•,t)2 4. Kzt = 1.38 10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITION ;c' m 5. INTERNAL PRESSURE COEFFICIENT: NA WALLS AND SOLID BLOCKING UNDER PERPENDICULAR 2500 PSI SHALL REQUIRE SPECIAL INSPECTION BY AN INSPECTOR APPROVED BY N 3 0 6. APPLICABLE WIND PRESSURE FOR PARTITION WALLS. THE BUILDING DEPARTMENT AND THE ENGINEER. EXCEPTION: WHERE 3000 PSI 121 8 ti aL CONCRETE IS USED FOR WEATHERING PURPOSES, NO INPSECTION IS REQUIRED. wN v "r COMPONENTS AND CLADDING: NA I I I. CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES L 2 SESIMIC DESIGN DATA TO THESE DETAILS 4. CEMENT SHALL CONFORM TO ASTM C 150,TYPE I, CSA NORMAL. U z D 0 I. SEISMIC IMPORTANCE FACTOR: 1.0 5. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK. N i SEISMIC USE GROUP: I REINFORCING STEEL 2. SPECTRAL RESPONSE ACCELERATION(Sc): I 23.5%G G. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH ACI 301. 3. SITE CLASS: D(ASSUMED) 4. SPECTRAL RESPONSE COEFFICIENTS(SDS): 82.3%G 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A6 15 GRADE CO 7. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5. SEISMIC DESIGN CATEGORY: D (fy = GO KSI) FOR BAR SIZES NO. 5 $LARGER, GRADE 40(fy = 40 KSI) FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF G. BASIC SEISMIC-FORCE-RESISTING SYSTEM: SHEARWALLS FOR NO. 3 AND NO. 4 BARS. SATISFACTORY PERFORMANCE CAN BE ASSURED. _ 7. DESIGN BASE SHEAR:SEE CALCULATIONS --- 8. SEISMIC RESPONSE COEFFICIENT(Cs): 0.089 2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE PLANS. 5. KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES.ALL --- 9. RESPONSE MODIFICATION FACTOR(R): 6.5 WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND ALL LAITANCE ` 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE ON THE CONSTRUCTION DOCUMENTS, LAPS AND/OR SPLICES SHALL BE SHALL BE REMOVED. ALL VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND '- 42 BAR DIA AND BE WELL STAGGERED. PROCEDURE SLUSHED WITH A COAT OF NEAT CEMENT IMMEDIATELY BEFORE PLACING NEW 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND AI85 CONCRETE. FRAMING LUMBER AND SHALL SE 6X6 W2.9/W2.9 UNLESS OTHERWISE NOTED. LAP 1. FRAMING LUMBER SHALL BE HEM-FIR NO. 2. GRADES ARE REINFORCEMENT 6"MINIMUM. 9. POUR JOINTS SHALL BE LOCATED TO MINIMIZE EFFECTS OE SHRINKAGE AS TYPICAL UNLESS OTHERWISE NOTED ON PLANS. LUMBER TO BE WELL A5 PLACED AT POINTS OF LOW STRESS. MAXIMUM AREA OF POUR JOINTS IS GRADE MARKED PER WCLIB SPECIFICATIONS. 400 SF. LU - 4. ANCHOR DOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE LU > 0 SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED. SLAB ON 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD. 10. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR FORMED WORK 0 Q N GRADE REINFORCEMENT SHALL BE PLACED AT MID-DEPTH OF SLAB AND EXPOSURE I SHEATHING CONFORMING TO EITHER COMMERCIAL SHALL BE AS FOLLOWS: LU CO STANDARDS P5 1-83, APA PRP-108, OR VOLUNTARY PRODUCT SHALL BE HELD SECURELY IN PLACE WITH MECHANICAL DEVICES DURING EXPOSED TO EARTH OR WEATHER(#5 OR SMALLER): 11/2" OL w) PLACING OF THE CONCREETE. STANDARD PSE-92. PROVIDE A MINIMUM OF 3//' EDGE DISTANCE 'NOTE: CONCRETE CAST AGAINST GROUND SHALL HAVE 3"MINIMUM < 0 Q ON ALL NAILS AND/8" EXPANSION JOINT BETWEEN ALL PANEL GLUED-LAMINATED TIMBER COVERAGE 02 EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: ROOF SHEATHING TO BE'5/32"INT-APA RATED PLYWOOD ORI. ADHESIVE SHALL SE FOR WET USE. 1 I , PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN < W 7/6"OSB WITH EXTERIOR GLUE, P.I. 24/0. NAIL WITH 8d STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. U 1 NAILS AT 6"ON CENTER AT PANEL EDGES AND 12"ONIll 2. LAMINATIONS SHALL BE OF DOUGLAS FIRNVESTER LARCH, CENTER AT INTERMEDIATE MEMBERS. 12. CONCRETE MIXES SHALL SE PROVIDED IN ACCORDANCE WITH ACI 318(WHEN - OL COMBINATION 24F-V4 FOR SIMPLE SPAN BEAMS AND 24F-V8 FOR 0 --. LL.7 CONTINUOUS MULTIPLE SPAN AND CANTILEVERED BEAMS, FABRICATED STRENGTH DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE NOT SUB FLOORING TO 5E3/4"TONGUE AND GROOVE C-D IN ACCORDANCE WITH AiTC A 190.I AND ASTM D 3737. AVAILABLE). W INT-APA RATED PLYWOOD OR OSB WITH EXTERIOR GLUE, P.I. 48/24. GLUE AND NAIL WITH I Od NAILS AT 6"ON 3. FABRICATION SHALL SE BY A LICENSED FABRICATOR;SHOP CEMENT CONTENT SACKS PER CENTER AT PANEL EDGES AND 12"ON CENTER AT DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL LDS/CUBIC YARD CUBIC YARD GOWN INTERMEDIATE MEMBERS. PRIOR TO FABRICATION. AITC CERTIFICATES OF INSPECTION ARE 0 *Ash.,CT F'e(PSI) (MINIMUM) (MINIMUM) CS of H. REQUIRED FOR ALL MEMBERS. 2500(no special ins •ection) 470 5 '�`<' • yc O 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE p p 0 tr-Itei SEE NOTE A ,i,' ;af: INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE. USE COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE. 3000 5 1 7 5'z _. - '',-' n ; 4. NO STRUCTURAL MEMBER SHALL SE CUT OR NOTCHED AIR ENTRAINMENT IS REQUIRED FOR ALL CONCRETE EXPOSED TO WEATHER. FOR 101,141. ' UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY ."AGGREGATE AN ENTRAINMENT OF 6% IS REQ'D. FOR/2"AGGREGATE AN AIR 017 THE STRUCTURAL ENGINEER. ENTRAINMENT OF 7%IS REQ'D. 5. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS AND NUTS MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5"OR LESS. NO Drawn By.CCC OF ALL DOLTS AND LAG SCREWS BEARING ON WOOD. MORE THAN A 1" PLUS TOLERANCE SHALL BE ALLOWED. Checked By:CCC 04-27-17 A)WHERE SPECIAL INSPECTION IS NOT REQUIRED UNDER SECTION 1704.4 OF Job No. 8056 THE I.B.C., CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS PER CUBIC YARD OF CONCRETE. 5) ESIGN MIX(OTHER THAN A5 SPECIFIED IN THIS TABLE)SHALL BE SUBMITTED STRUCTURAL TO1HE BUILDING OFFICIAL TWO WEEKS PRIOR TO FIRST USE. NOTES 5- I .0 i' f'