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Home My WebLink AboutS-393909GENERAL STRUCTURAL NOTES,(03oo Sol GEOTECHNICAL PARAMETERS: MINIMUM FROST DEPTH MAXIMUM NET BEARING AT -REST LATERAL EARTH PRESSURE SOILS REPORT REFERENCE OTHER LOADING PARAMETERS: WIND LOAD SNOW LOAD OTHER DESIGN VALUES USED: OCCUPANCY CATEGORY CONCRETE CMU STEEL TIMBER i 111C i nnnc. muur 12" 4,000 PSF STATIC 56 PSF "ENGINEERING GEOLOGY REPORT" PREPARED BY RH2 ENGINEERING 110 MPH, EXPOSURE C 25 PSF ESSENTIAL FACILITY 47000 PSI WITH 60,000 PSI REINFORCING 17500 PSI WITH 60,000 PSI REINFORCING A36 FOR PLATES, A992 FOR OTHER PER FRAME MANUFACTURER 20 PSF CRITERIA: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2015 EDITION) SPECIAL INSPECTIONS, TESTS, AND OBSERVATIONS: SPECIAL INSPECTIONS AND TESTS SHALL INCLUDE THE FOLLOWING. REFER TO IBC SECTION 1704 AND 1705 FOR DETAILS. 1. SPECIAL INSPECTIONS BY THE GEOTECHNICAL ENGINEER INCLUDING: 1.1. SITE EXCAVATION AND GRADING 1.2. PLACEMENT OF STRUCTURAL FILL AND SOIL COMPACTION 1.3. VERIFICATION OF SOIL -BEARING CAPACITY 2. CONCRETE PLACEMENT AT CONCRETE CONSTRUCTION: CONTINUOUS, SEE ALSO SECTION 1705.3 OF THE INTERNATIONAL BUILDING CODE. 3. REINFORCEMENT AT CONCRETE CONSTRUCTION: PERIODIC, SEE ALSO SECTION 1705.3. 4. MASONRY CONSTRUCTION, INCLUDING PLACEMENT OF MASONRY UNITS, MORTAR REINFORCEMENT AND STRUCTURAL CONNECTIONS: PERIODIC, SEE ALSO SECTION TMS 602 / ACI 530.1 /ASCE 6, TABLE 5. 5. GROUT PLACEMENT AT MASONRY CONSTRUCTION: CONTINUOUS, SEE ALSO SECTION TMS 602 / ACI 530.1 / ASCE 6, TABLE 5. 6. WOOD -FRAMED LATERAL -FORCE RESISTING SYSTEM: PERIODIC, SEE ALSO SECTION 1705.10. 7. TESTING OF CONCRETE FOR SPECIFIED COMPRESSIVE STRENGTH (FC), AIR CONTENT AND SLUMP. SEE ALSO TABLE 1705.3. 8. VERIFICATION OF SPECIFIED COMPRESSIVE STRENGTH (FM) OF MASONRY PRIOR TO CONSTRUCTION AND EVERY 5,000 SQUARE FEET DURING CONSTRUCTION. SEE ALSO TMS 602 / ACI 530.1 / ASCE 6, TABLE 5. 9. STRUCTURAL OBSERVATION BY REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH IBC 1704.5 SHALL BE PROVIDED. GENERAL: LINES SHOWN ON DRAWINGS MAY BE ASSOCIATED WITH CAD MODELING AND MAY NOT REPRESENT REQUIRED OR ALLOWED JOINTS. SEE DETAILS FOR CLARIFICATION ON REQUIRED AND ALLOWED JOINTS. REINFORCED CONCRETE: 1. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL REINFORCEMENTS IN ACCORDANCE WITH THE "REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE" - SEE THIS SHEET. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 2. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 3. A 6" WATERSTOP SHALL BE PLACED AT ALL BELOW GRADE CONCRETE SLAB AND WALL CONSTRUCTION JOINTS AND AS SHOWN TO PROVIDE A WATERTIGHT STRUCTURE. 4. CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED: 4.1. FOOTINGS AND OTHER UNIFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ............................... 3" 4.2. FORMED SURFACES EXPOSED TO EARTH (WALLS BELOW GRADE), WATER OR WEATHER (#6 BARS OR LARGER) ........................ 2" 4.3. COLUMN TIES OR SPIRALS AND BEAM STIRRUPS ...................... 2" 4.4. SLABS AND INTERIOR FACES ....................................... 2" ABBREVIATIONS: AL - ALUMINUM CHK - CHECKERED CL - CENTERLINE CLR - CLEAR EA -EACH E F - EACH FACE F B - FLAT BAR GALV - GALVANIZED HORZ - HORIZONTAL LLV - LONG LEG VERT O.C. - ON CENTER PL- PLATE RB - ROUND BAR RST - REINF. STEEL SST - STAINLESS STEEL T&B - TOP & BOTTOM VERT - VERTICAL REINFORCEMENT SPLICE AND DEVELOPMENT SCHEDULE 7 MINIMUM STRAIGHT MINIMUM LAP MINIMUM DEVELOPMENT LENGTHS SPLICE EMBEDMENT LENGTHS LENGTHS BAR TOP BARS OTHER BARS TOP BARS ALL BARS #4 2511 19" 3311 7" #5 3111 24" 4111 9" #6 3 7" 2 9" 4 9" 10" #7 54" 42" 71 " 12" "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER IS LESS THAN 2x THE DIAMETER OF THE BAR OR THE CENTER -TO -CENTER SPACING IS LESS THAN (4) BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 43% SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2-1/2" END COVER FOR 900 HOOKS MUST BE EQUAL TO OR GREATER THAN 2" CMU ANCHORS FOR USE GROUTED CMU CELLS SHALL BE SIMPSON SET-XP OR EQUAL ANCHORING ADHESIVE. CMU ANCHORS FOR USE IN UNGROUTED CMU CELL SHOULD BE AVOIDED. WHEN UNAVOIDABLE, ANCHORS SHALL BE SIMPSON SET-XP WITH OPTI MESH ADHESIVE ANCHORING SCREEN TUBE. EQUIPMENT WEIGHING LESS THAN 250 LBS MAY BE ANCHORED TO CMU WALLS W/ SIMPSON TITEN-HD HEAVY DUTY SCREW ANCHORS WHERE SIZE IS CALLED OUT ON THE DRAWINGS, PROVIDE MINIMUM EMBEDMENT DEPTHS AS SHOWN ON THE FOLLOWING TABLES. PROVIDE MINIMUM EDGE DISTANCES AND SPACING AS SHOWN ON THE FOLLOWING TABLES UNLESS SPECIFICALLY DETAILED OTHERWISE. INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. NOTIFY OWNER 24 HOURS IN ADVANCE OF INSTALLATION OF ALL ANCHORS. WHERE SIZE IS NOT CALLED OUT, ANCHOR SHALL BE SELECTED BASED ON DESIGN LOADS. IF THE MINIMUM EDGE DISTANCE AND/OR MINIMUM SPACING CAN NOT BE ACHIEVED, REFER TO PRODUCT INFORMATION FOR REDUCTION IN ALLOWABLE LOADS. FORCES ARE DETERMINED BY THE FOLLOWING FORMULA: (Ps / Pt) + (Vs / Vt) =1 WHERE: Ps = APPLIED SERVICE TENSION LOAD Pt = ALLOWABLE SERVICE TENSION LOAD Vs = APPLIED SERVICE SHEAR LOAD Vt = ALLOWABLE SERVICE SHEAR LOAD THE ABOVE FORMULA IS FOR THE ALLOWABLE LOADS FOR ANCHORS SUBJECTED TO COMBINED TENSION AND SHEAR. GROUTED CMU ANCHORS SIMPSON STRONG -TIE SET-XP DIA. OF ROD (INCHES) OR REBAR SIZE N0. MIN. EDGE DISTANCE (INCHES) MIN. EMBEDMENT (INCHES) MIN. ANCHOR SPACING (INCHES) ALLOWABLE LOAD BASED ON BOND STRENGTH (POUNDS) TENSION SHEAR 3/8 12 3-3/8 (1) PER CELL 17490 17145 1/2 12 4-1/2 (1) PER CELL 17825 17350 5/8 12 5-5/8 (1) PER CELL 1,895 1,350 3/4 12 6-1/2 (1) PER CELL 1,895 1,350 #3 12 3-3/8 (1) PER CELL 17395 17460 #4 12 4-1/2 (1) PER CELL 1,835 1,505 #5 12 5-5/8 (1) PER CELL 2,185 1,505 UNGROUTED CMU ANCHORS SIMPSON STRONG -TIE SET-XP WITH ANCHORING SCREEN TUBE DIA. OF ROD (INCHES) OR REBAR SIZE N0. MIN. EDGE DISTANCE (INCHES) MIN. EMBEDMENT (INCHES) MIN. ANCHOR SPACING (INCHES) 1 ALLOWABLE LOAD BASED ON BOND STRENGTH (POUNDS) TENSION SHEAR 3/8 12 3 (1) PER CELL 280 265 1/2 12 3 (1) PER CELL 280 265 5/8 12 3 (1) PER CELL 280 265 3/4 12 3 (1) PER CELL 280 265 #3 12 3 (1) PER CELL 280 265 #4 12 3 (1) PER CELL 280 265 #5 12 3 (1) PER CELL 280 265 CMU ANCHOR r301 so CONCRETE ANCHORS SHALL BE EITHER HILTI HIT -RE 50043 INJECTABLE MORTAR, SIMPSON STRONG -TIE SET-XP ANCHORING ADHESIVE, OR POWERS PE1000+ADHESIVE ANCHORS AS SPECIFIED. WHERE SIZE IS CALLED OUT ON THE DRAWINGS, PROVIDE MINIMUM EMBEDMENT DEPTHS AS SHOWN ON THE FOLLOWING TABLES. PROVIDE MINIMUM EDGE DISTANCES AND SPACING AS SHOWN ON THE FOLLOWING TABLES UNLESS SPECIFICALLY DETAILED OTHERWISE. SPECIAL INSPECTION REQUIRED. INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. NOTIFY OWNER 48 HOURS IN ADVANCE OF INSTALLATION OF ALL ANCHORS. WHERE SIZE IS NOT CALLED OUT, ANCHOR SHALL BE SELECTED BASED ON DESIGN LOADS. IF THE MINIMUM EDGE DISTANCE AND/OR MINIMUM SPACING CAN NOT BE ACHIEVED, REFER TO PRODUCT INFORMATION FOR REDUCTION IN ALLOWABLE LOADS. CONCRETE ANCHORS HILTI HIT -RE 50043, SIMPSON STRONG -TIE SET-XP & POWERS PE1000+ DIA. OF ROD (INCHES) OR REBAR SIZE NO. MIN. EDGE DISTANCE (INCHES) MIN. EMBEDMENT (INCHES) MIN. ANCHOR SPACING (INCHES) ALLOWABLE LOAD BASED ON BOND STRENGTH (POUNDS) TENSION SHEAR 1/2 2-1/2 2-3/4 2-1/2 1, 027 27210 5/8 3-1/8 3-1/8 3-1/8 1312 2827 3/4 3-3/4 3-1/2 3-3/4 1, 556 3, 351 7/8 4-3/8 3-1/2 4-3/8 1, 556 37351 #4 2-1/2 4-1/2 2-1/2 1, 520 37618 #5 3-1/8 5-5/8 3-1/8 1, 775 57494 #6 3-3/4 6-3/4 3-3/4 27225 77570 #7 4-3/8 7-7/8 4-3/8 27440 97428 #8 5 9 5 4520 11507 CONCRETE ANCHOR sot NOTE: SEE ELECTRICAL DRAWINGS FORco EQUIPMENT LOCATION AND DIMENSIONS. � CAST -IN -PLACE CONCRETE, ROUGHEN FLOOR CO �, a : � 3 MIN. BEYOND UNDER PAD PRIOR TO POURING PAD. PROVIDE LO EQUIPMENT BOLTS, TYP. #4 DOWELS, EACH 44 W1.4xW1.4 WWM AT TOP FACE WITH 1/ CLEAR COVER CORNER AND 18" O.C., 3" EMBEDMENT INTO FLOOR CAST -IN -PLACE CONCRETE p a • °' p FLOOR, REINF. PER PLAN x_.x_x.,x�x_x p p aA. a - a •s o.° •• aD ;o. a p °o' ° a a :e' p ° o .d. a .• °• •'o'• ••a o••a °o. .D° CONT. CORNER BARS TYPICAL BAR DETAILING AT FOOTING CORNER EQUIPMENT PAD 303 Sol #5 @ 12" O.C., MIN. 2 4" CHAMFER, ALL OUTER EDGES 4" UNLESS OTHERWISE NOTED CMU DOWELS TO MATCH WALL VERTS. EXTEND 2'-0" INTO CMU WALL CMU WALL PJF, TYP. UNO FLOOR SLAB FOOTING e INSULATION 4 d :b: " ° 6 #5 DOWELS @ 12 O.C., ALTERNATE HOOKS _ . a Q. 24" (3) #5 a 8" A .p P o °p 11-611 TYPICAL FOOTING SPREAD FOOTING 1" = 1'-0" 0 DOOR )/2" PJ F EXTEND CONCRETE FLOOR EXTERIOR SLAB ACROSS THRESHOLD P 10° ° ° ° ° a ' a e o •aa DA o g :e 4 a p 2 LAYERS OF 30# HOLD FOOTING DOWN BUILDING PAPER ,a• : p a . SPREAD FOOTING ° 1 ' -6" DOOR THRESHOLD 1" = 1'-0" K3'07 S01 co Q, . ago H a o 00 0 0 z O CV O 0 J W U- z z W Lu J U o O CV CV . O CV Q 0 0 o c c z O Lu Cn 0 U W 1 0 U w m 0 w co CV 0 Zco r~ o 0 V � N zo � � c/) w� w d � z C� z' o d o W wN � E_ 3:N = 0� �i: mN W cc ml z 0 cc Lu 0 L of z SCALE: SHOWN DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S02 9 34