SECTION 8 SAMPLE EXAMPLE

Transcription

1 SECTON 8 SMPLE EXMPLE PROBLEM #1: hospital facility in California is located in Seismic Zone 4, 5 km from a Seismic Source Type. The soil prile in the region is Type S D. The hospital building is a 6-story, steel framed structure with floor construction consisting 3½ 3000 psi Normal Weight Concrete on 3 20ga composite decking and anchorage will be made with expansion anchors that satisfy the 8:1 embedment to diameter ratio. Equipment items at the top 1/3 the building are to be investigated for seismic anchorage. nchorage a 4 dia. uninsulated Sch. 40 water filled pipe will be investigated. Design Procedure: Complete STEPS in SECTONS 1 through 7. Obtain factors required to generate seismic forces (these are independent the component being anchored). SECTON 1 - REVEW SESMC BRCNG REQUREMENTS ND CRTER to determine if bracing is required. SECTON 2 - DETERMNTON %g Step 1 - Per SEOR: Zone 4 Soil Prile Type S D Seismic Source Type 5 km from Seismic Source Steps 2 & 3 - Refer to Table 2-3 (pg. 2-3 Manual) to determine %g Building mportance Factor = 1.5 Pipe is not vibration isolated ap = Per Rp = 3.0 STEP 3 Pipe is near ro level therefore top 1/3 building Per Table 2-3: Soil Prile = S D C a =.44 N a =.44 x 1.2 =.53 Seismic Source Type = 5 km from Seismic Source %g = 6 ap = Rp = Top 1/3 building Step 4 - Go to SECTON 3. NOTE: This SMPLE EXMPLE is followed by a Sample Submittal. s the user proceeds through this SMPLE EXMPLE, a number in a box like this directs the user to a SMPLE SUBMTTL page marked by a box with the same number. The Sample Submittal Form is marked with 1 Box 1 and should be filled in as each Section is completed. Begin filling in the Submittal Form (Box 1), back circle the applicable information on Section 1 & 2 pages (Boxes 2 & 3), and insert the applicable Section s (Boxes 1, 2 & 3) into the Submittal Package. 2 P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf 8-1

2 SECTON 8 SMPLE PROBLEM 4-Way Sway Brace (Typ.) (Transverse & Longitudinal at same location) 2-Way Sway Brace 4 Uninsulated Sch. 40 Water Pipe 40 ft. max. 40 max. B. Determine nchorage for specific components. nvestigate the anchorage required for 4 dia. uninsulated Sch. 40 water filled pipe. SECTON 3 - DETERMNTON HORZONTL ERTHQUKE LOD & BRCE SZE Step 1 - %g = 6 Tables are provided in various increments, therefore use the next highest %g Table. (Use %g = 1.25) Per the ndex on 3-2, the Earthquake Load / Brace Size Table for Uninsulated Sch. 40 Pipe (Water Filled) at 1.25 %g is on Step 2 - Locate the row for 4 pipe in the first column Table Step 3 - Scan across the row to find the Horizontal Earthquake Load (Fps) and Brace Size for the applicable brace spacing at a 30 o angle from vertical. 40 spacing Fps = 590 lbs Brace Size = spacing Fps = 1180 lbs Brace Size = 36 4 Back circle the applicable information on the Section 3 page (Box 4), and insert the applicable Section 3 into the Submittal Package. Step 4 - Go to SECTON 4. P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf 8-2

3 SECTON 8 SMPLE PROBLEM SECTON 4 - SELECTON BRCE SSEMBLY W/ NCHORGE Step 1 - Find the Brace Selection Table in SECTON 4 corresponding to the type structure the anchorage will be attached to. (ttachment will be made to the underside a floor system consisting 3 1/2" concrete on 3 metal decking. Concrete is 3000 psi Normal Weight and expansion anchors will be used.) Brace Selection Table for 3000 psi, NW concrete on 4-7 is selected. Step 2 - n the table on 4-7, find column heading for anchorage orientation / loading condition that applies. Refer to the headings on 4-4 to determine which column to use. ttachment will be made to underside slab, therefore the values in the middle columns will be used (Orientation #2). Step 3 - Steps 4,5 - Locate the column values for a 30 o angle from vertical. Scan down the column to find an anchorage method with a Horizontal Load capacity that exceeds that which was determined in SECTON 40' Transverse Spacing (1) 5/8 4 embed: 727# llowable > 590# Fps (Section 3) Brace size 80' Longitudinal Spacing (2) 5/8" 4" embed: 1333# llowable > 1180# Fps (Section 3) Brace size - 36 NOTE: The 2001 CBC requires that Rp = 1.5 when shallow concrete anchors are used. Shallow anchors have less than 8:1 ratio anchor embedment to diameter. f a shallow concrete anchor from the Table must be used to satisfy the load requirement at this stage, it will be necessary to return to Section 2 to re-select the %g according to the ap/rp and then repeat the Steps in Sections 3 & 4 for the higher load requirements. f a concrete anchor satisfying the 8:1 ratio is not available, more cost effective solution would be returning to Section 3, selecting a shorter brace spacing, which would result in lower loads, and repeating the Steps in Section 4 with the selection anchors that maintain the 8:1 ratio. See continuation this example on 8-4 for embedment and P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf 8-3

4 SECTON 8 SMPLE PROBLEM Steps 4, ft. Spacing For the 5/8" HKWB, a 5" embedment is needed to satisfy the 8:1 ratio or the load must be increased by changing to ap = / Rp = 1.5 per Note 2 in Section 2 and the Steps in SECTONS 2, 3 & 4 repeated. However, a 5" embedment can be achieved with this floor system. Therefore, use a 5/8 HKWB at 5" embedment. The 8:1 ratio is now satisfied. Per table on 4-7: 5/8 5" embed: 775 lbs llowable > 590 lbs Fps (Section 3) NOTE: depth, (2) 3/8 anchors utilizing the Sling ssembly on 7-10 could be used. This would require a 3 embedment to maintain the 8:1 ratio and the allowable load carrying capacity would be ft. Spacing For the 5/8" HKWB, a 5" embedment is again needed to satisfy the 8:1 ratio or the load must be increased by changing to ap = / Rp = 1.5 per Note 2 in Section 2 and the Steps in SECTONS 2, 3 & 4 repeated. However, a 5" embedment can be achieved with this floor system. The 8:1 ratio is now satisfied. Per table on 4-7: (2) 5/8 5" embed: 1333 lbs llowable > 1180 lbs Fps (Section 3) NOTE: f there is no anchorage in the Section 4 Table that can satisfy the Fps from Section 3, return to Section 3 and reduce brace spacing and/or increase the brace angle to reduce the Fps to achievable loads in the Section 4 Tables. 5 5 Back circle the applicable information on the Section 4 page (Box 5), and insert the applicable Section 4 into the Submittal Package. Steps 6 - Go on to SECTON 5. P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf 8-4

5 SECTON 8 SMPLE PROBLEM SECTON 5 - DETERMNTON ROD STFFENER REQUREMENT Step 1 - Step The hanger rod size is assumed as 5/8 dia. and, based on available ceiling space, the maximum length hanger rod is assumed as 36 long. RS1 rod stiffeners are required in accordance with the RS Rod Stiffener Detail and spaced in accordance with Table 5-2. For a brace spacing 40 ft. in the Transverse direction and 80 ft. in the Longitudinal direction, the Horizontal Load (Fps) per Section 3 is 590 lbs. for the Transverse Brace and 1180 lbs. for the Longitudinal Brace. Referring to Table 5-2 for 30 o brace angle from vertical and for 5/8 dia. hanger rod, a rod stiffener with a RS1 clip spacing 36 o.c. maximum (max. Fps = 638 lbs.) will be adequate for the Transverse Brace. RS1 clip spacing 18 o.c. maximum (max. Fps = 1889 lbs.) will be adequate for the Longitudinal Brace. Back circle the applicable information on the Section 5 pages (Boxes 6, 7 & 8), and insert the applicable Section 5 into the Submittal Package. Steps 6 - Go on to SECTON 6. SECTON 6 - LOCTONS FOR SESMC SWY BRCE NSTLLTON Step 1 - Step 2 - Locate Transverse braces at Max. 40 ft. spacing and at changes direction. Locate Longitudinal braces at Max. 80 ft. spacing and at changes direction. nsert spacing information on the Section 6 pages (Box 9), and insert this into the Submittal Package. 9 Steps 3 - Go on to SECTON 7. SECTON 7 - SWY BRCE COMPONENTS, NSTLLTON NSTRUCTONS ND DETLS Step 1 - nstall braces at Transverse Brace locations per the Transverse Sway Brace Detail for Un-insulated Pipe & Conduit on 7-11 and at Longitudinal Brace locations per the Longitudinal Sway Brace Detail for Un-insulated Pipe & Conduit on 7-12, using the Loos & Co., nc. components, tools and installation instructions on s 7-2 through nsert the applicable Details from Section 7 s (Boxes 10,11,12 into the Submittal Package. P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf 8-5

6 SECTON 8 SMPLE EXMPLE PROBLEM # 2: Many projects in California utilize 3¼ Lightweight concrete on 3 x 20ga metal deck. Since this construction is common, this Manual has incorporated Quick Select tables in Section 3 (Tables 3-2a to 3-2q) to allow the user to quickly determine an adequate brace size, spacing and anchorage for the component in question. To illustrate refer to the Sample Example on 8-1 and use the Quick Select Tables to determine the necessary bracing requirements. The only difference is that the construction is 3¼ Lt. Wt. Concrete on 3 x 20ga metal deck. nchorage will be made with expansion anchors that can maintian an 8:1 ratio embedment. Design Procedure: Complete STEPS in SECTONS 1 through 7. Obtain factors required to generate seismic forces (these are independent the component being anchored). SECTON 1 - REVEW SESMC BRCNG REQUREMENTS ND CRTER to determine if bracing is required. SECTON 2 - DETERMNTON %g Step 1 - Per SEOR: Zone 4 Soil Prile Type S D Seismic Source Type 5 km from Seismic Source Steps 2,3,4 - Refer to Table 2-3 (pg. 2-3 Manual) to determine %g Building mportance Factor = 1.5 Pipe is not vibration isolated ap = Per Rp = 3.0 STEP 3 Pipe is near ro level therefore top 1/3 building 2 Per Table 2-3: Soil Prile = S D C a =.44 N a =.44 x 1.2 =.53 Seismic Source Type = 5 km from Seismic Source %g = 6 ap = Rp = 3.0 Top 1/3 building 3 Begin filling in the Submittal Form (Box 1), back circle the applicable information on Section 1 & 2 pages (Boxes 2 & 3), and insert the applicable Section s (Boxes 1, 2 & 3) into the Submittal Package. Step 5 - Go to SECTON 3. P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf 8-6 5/15/04

7 SECTON 8 SMPLE PROBLEM 4-Way Sway Brace (Typ.) (Transverse & Longitudinal at same lacation) 2-Way Sway Brace 4 Uninsulated Sch. 40 Water Pipe 40 ft. max. 40 max. B. Determine nchorage for specific components. nvestigate the anchorage required for 4 dia. uninsulated Sch. 40 water filled pipe. SECTON 3 - DETERMNTON HORZONTL ERTHQUKE LOD & BRCE SZE Step 1 - %g = 6 Tables are provided in various increments, therefore use the next highest %g Table. (Use %g = 1.25) Per the ndex on 3-2, the Quick Select Earthquake Load / Brace Size / %g is on 3-2e. Step 2 - Locate the row for 4 pipe in the first column Table 3-2e. Step 3 - Step 4 - Scan across the row to find the Horizontal Earthquake Load (Fps) and Brace Size for the applicable brace spacing at a 30 o angle from vertical. Transverse Brace 40 spacing Fps = 661 lbs 4a Brace Size = 36 nchorage per Note Below Table = Double 5/8 Kwik Bolt Longitudinal Brace 80 spacing Fps = 1321 lbs Brace Size for 30 o at 80 ft. spacing is un-achievable. increased. We have the option reducing brace spacing to 50 o.c. using a brace angle 30 o or brace spacing to 80 o.c. using brace angle 45 o. For this example, use 50 spacing at 30 o brace angle. 40 spacing Fps = 826 lbs Brace Size = 36 nchorage per Note Below Table = Double 5/8 Kwik Bolt Back circle the applicable information on the Section 3 page (Box 4a), Section 4 4-3, Section 5, 6 & 7 pages (Boxes 6-12), and insert the applicable Section 3 through 7 s into the Submittal Package. P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf 8-7

8 OSHPD PRE-PPROVED SESMC SWY BRCNG SUBMTTL FORM CBLEWRE DVSON NDUSTRL BLVD. NPLES, FL FX : Pre-Stretched, Color Coded, Break Strength Certified Project Name: ddress: City, State: Contractor Name: ddress: City, State: Submittal Prepared by: Date: Phone: ( ) GENERL NCHORGE CRTER nchorage for: Per Record (SEOR) Seismic Zone Soil Prile. Elevation: Seismic Source Type - Distance Structure: C a nchorage these components will be per Loos & Co., nc. OSHPD Pre-pproved Package OP (See attached applicable Tables and Details) SECTON 1 ap = Rp = SECTON 2 Table %g = SECTON 3 Table Transverse Longitudinal Max. Brace Spacing: Min. Brace ngle: Fps (Service): Brace Size: SECTON 5 Table Hanger Rod: Dia. Max. Length (in) Rods Exceed Max. Un-Stiffened Rod Criteria: Stiffener Required for Rods Exceding Maximum Un-Stiffened Rod Criteria. Transverse Longitudinal Min. Brace ngle: Max. Clip Spacing: Max. Fps : SECTON 4 Table Structure: _ Fastener Orientation: Required nchorage: Transverse Longitudinal Fastener Qty.: Fastener Type: Fastener Dia.: Embedment: Fastener Capacity (lbs): SECTON 6 SECTON 7 (See ttached Details) (See ttached Details) NOTE: Copies the Pre-pproval details (this submittal) must be on the job prior to starting the installation the component or system.

9 OSHPD PRE-PPROVED SESMC SWY BRCNG SUBMTTL FORM 1 CBLEWRE DVSON Pre-Stretched, Color Coded, Break Strength Certified Project Name: 901 NDUSTRL BLVD. NPLES, FL FX : Contractor Name: ddress: City, State: ddress: City, State: Submittal Prepared by: Date: Phone: ( ) GENERL NCHORGE CRTER nchorage for: Per Record (SEOR) Seismic Zone Soil Prile. Elevation: Seismic Source Type - Distance Structure: C a nchorage these components will be per Loos & Co., nc. OSHPD Pre-pproved Package OP (See attached applicable Tables and Details) SECTON 1 ap = Rp = SECTON 2 Table %g = SECTON 3 Table Transverse Longitudinal Max. Brace Spacing: Min. Brace ngle: Fps (Service): Brace Size: SECTON 5 Table Hanger Rod: Dia. Max. Length (in) Rods Exceed Max. Un-Stiffened Rod Criteria: Stiffener Required for Rods Exceeding Maximum Un-Stiffened Rod Criteria. Min. Brace ngle: Max. Clip Spacing: Max. Fps : SECTON 4 Table Structure: Fastener Orientation: Required nchorage: Transverse Longitudinal Fastener Qty : Fastener Type: Fastener Dia.: Embedment: Fastener Capacity (lbs): SECTON 6 SECTON 7 (See ttached Details) (See ttached Details) NOTE: Copies the Pre-pproval details (this submittal) must be on the job prior to starting the installation the component or system.

10 SECTON 2 DETERMNTON %g 2 1. SECTON 2 - DETERMNTON %g TO BE USED N HORZONTL ERTHQUKE LOD REQUREMENT FOR BRCED COMPONENT. STEP 1 - Obtain the seismic factors necessary to determine the %g from the Record, which should be on the contract documents. NOTE: f the contract documents indicate the %g to be used, go directly to SECTON 3. f the Record (SEOR) has given the value C a, go directly to STEP 2 this SECTON. The seismic factors required to determine the value C a are : Seismic Zone 3 a. Soil Prile; S, S B, S C, S D, S E or S F Seismic Zone 4 a. Soil Prile; S, S B, S C, S D, S E or S F b. Seismic Source Type (Zone 4 only);, B or C c. Near Source Factor (Zone 4 only); N a STEP 2 - Tables are provided on page 2-2, 2-3 & 2-4 for determining the %g to be used. The Tables for Zone 3 are found on 2-2. The Tables for Zone 4 are found on 2-3 or 2-4. Find the Table for the applicable Seismic Zone and use the portion the Table under the heading for the applicable Note below. Note 1: ap =, Rp = 3.0 Non-vibration isolated equipment braced above center gravity, pipes, ducts & conduit and anchored to steel, wood or concrete w/ concrete anchors maintaining embedment ratio 8:1. Note 2: ap =, Rp = 1.5 Non-vibration isolated equipment braced above center gravity, pipes, ducts & conduit and anchored to concrete w/ shallow concrete anchors. Note 3: ap = 2.5, Rp = 3.0 Non-vibration isolated equipment braced below center gravity, pipes, ducts & conduit and anchored to steel, wood or concrete w/ concrete anchors maintaining embedment ratio 8:1. Note 4: ap = 2.5, Rp = 1.5. Non-vibration isolated equipment braced below center gravity, pipes, ducts & conduit and anchored to concrete w/ shallow concrete anchors. Equipment that is Vibration solated and anchored to steel, wood or concrete w/ concrete anchors, other than expansion anchors, maintaining embedment ratio 8:1. Note 5: ap = 1.3, Rp = 3.0 Emergency power supply, essential communications equipment, battery racks, fuel tanks and components with non-ductile material (cast iron, no-hub and plastic pipe) and anchored to steel, wood or concrete w/ concrete anchors maintaining embedment ratio 8:1. Note 6: ap = 1.3, Rp = 1.5 Emergency power supply, essential communications equipment, battery racks, fuel tanks and components with non-ductile material (cast iron, no-hub and plastic pipe) and anchored to concrete w/ shallow concrete anchors. Note 7: ap = 2.5, Rp = 1.5 Equipment that is Vibration solated and anchored to steel, wood or concrete w/ shallow or expansion anchors. (Table includes 1.3 increase Fp formulas per 2001 CBC Table 16-O footnote 14.) STEP 4 - Under the subheading indicating the vertical portion the building to which the braced component is anchored (Bottom 1/3., Middle 1/3. or Top 1/3.), find the %g value in the row for the applicable C a value based on the Seismic factors or provided by the SEOR. STEP 5 - Go to Section 3 and select the seismic load/brace size for the %g and type component being braced. P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf 2-1

11 SESMC ZONE 4 %g TBLE 2-3 See example page 2-4a 3 SOL PRLE S S B S C S D S E S F Ca FORMUL.32N a.40n a.40n a.44n a.36n a Occupancy Category Component/Equipment mportance Factor p = 1.5 SESMC SOURECE TYPE B C B C B C B C B C Near Source Factor DSTNCE TO NEREST SESMC SOURCE < 2 km 5 km > 10 km < 2 km > 2 km ny Distance < 2 km 5 km > 10 km < 2 km > 2 km ny Distance < 2 km 5 km > 10 km < 2 km > 2 km ny Distance < 2 km 5 km > 10 km < 2 km > 2 km ny Distance < 2 km 5 km > 10 km < 2 km > 2 km ny Distance N a Ca CTUL Note 1 (pg 2-1) Note 2 (pg 2-1) Note 3 (pg 2-1) Note 4 (pg 2-1) ap = Rp = 3.0 ap = Rp = 1.5 ap = 2.5 Rp = 3.0 ap = 2.5 Rp = 1.5 Bot 1/ Mid 1/ Top 1/ Soil condition not suitable for most construction. Consult Record. Bot 1/ Mid 1/ Top 1/ Bot 1/ Mid 2/ Top 1/ Top 1/ Mid 1/ Top 1/ P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf 2-3

12 SECTON 3 DETERMNTON ERTHQUKE LOD & BRCE SZE 4 UNNSULTED SCH. 40 STEEL PPE - WTER FLLED HORZONTL ERTHQUKE LOD (Fps in lbs. ) and BRCE SZE Nominal Water BSED ON HORZONTL LOD FCTOR (%g ) 1.25 Pipe Filled CCORDNG TO BRCE SPCNG and BRCE NGLE FROM VERTCL Table 3-39 Size Weight 10 ft. Spacing 20 ft. Spacing 30 ft. Spacing 40 ft. Spacing 50 ft. Spacing 60 ft. Spacing 70 ft. Spacing 80 ft. Spacing ( in. ) ( lbs./f t. ) Horiz. Brace Size Horiz. Brace Size Horiz. Brace Size Horiz. Brace Size Horiz. Brace Size Horiz. Brace Size Horiz. Brace Size Horiz. Brace Size Load By ngle Load By ngle Load By ngle Load By ngle Load By ngle Load By ngle Load By ngle Load By ngle ( lbs. ) ( lbs. ) ( lbs. ) ( lbs. ) ( lbs. ) ( lbs. ) ( lbs. ) ( lbs. ) / / / / / / / X X X X X X X X X X X X X X X X X 5299 X X X X X X X X X X X 5305 X X X X 6189 X X X X 7074 X X X X X X X X X X X X 6149 X X X X 7174 X X X X 8199 X X X X X X X X X X X X 6348 X X X X 7617 X X X X 8887 X X X X X X X X X X X X X 6154 X X X X 7693 X X X X 9231 X X X X X X X X X X X X X X X X X X 7328 X X X X 9160 X X X X X X X X X X X X X X X X X X X X X 7475 X X X X 9966 X X X X X X X X X X X X X X X X X X X X P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf 3-39

13 SECTON 3 DETERMNTON ERTHQUKE LOD & BRCE SZE 4a Table 3-2e QUCK SELECT TBLE FOR LL TYPES PPE HORZONTL LOD (Fps) w/ BRCE SZE/NCHORGE BSED ON HORZONTL LOD FCTOR (%g ) 1.25 CCORDNG TO BRCE SPCNG and BRCE NGLE FROM VERTCL Nominal Water for nchorage in Pipe Filled 3 1/4 " 3000 psi SND-LGHTWEGHT Concrete on 3" METL DECK ( w/ 8:1 Embedment Ratio ) Size* Weight 10 ft. Spacing 20 ft. Spacing 30 ft. Spacing 40 ft. Spacing 50 ft. Spacing 60 ft. Spacing 70 ft. Spacing 80 ft. Spacing ( in ) ( lbs/f t ) Horiz. Brace Size Horiz. Brace Size Horiz. Brace Size Horiz. Brace Size Horiz. Brace Size Horiz. Brace Size Horiz. Brace Size Horiz. Brace Size Load By ngle Load By ngle Load By ngle Load By ngle Load By ngle Load By ngle Load By ngle Load By ngle ( lbs. ) ( lbs. ) ( lbs. ) ( lbs. ) ( lbs. ) ( lbs. ) ( lbs. ) ( lbs. ) X X X X X X X X X X X X X X X X X X X X 3506 X X X X 4007 X X X X X X X X X X X 3741 X X X X 4489 X X X X 5238 X X X X 5986 X X X X X X X X X X 4029 X X X X 5036 X X X X 6043 X X X X 7050 X X X X 8057 X X X X X X X X X X 4099 X X X X 5124 X X X X 6149 X X X X 7174 X X X X 8199 X X X X X X X X X 4468 X X X X 5957 X X X X 7446 X X X X 8936 X X X X X X X X X X X X X X X X X X X 5078 X X X X 6348 X X X X 7617 X X X X 8887 X X X X X X X X X X X X X 4616 X X X X 6154 X X X X 7693 X X X X 9231 X X X X X X X X X X X X X X X X X 5496 X X X X 7328 X X X X 9160 X X X X X X X X X X X X X X X X X X X X X X X 7475 X X X X 9966 X X X X X X X X X X X X X X X X X X X X NOTES: in the Table above indicates a Size 12 brace with a SNGLE 1/2 dia. x 5½ long (4 embedment) Hilti Kwik Bolt- anchor in the Table above indicates a Size 18 brace with a SNGLE 5/8 dia. x 6 long (5 embedment) Hilti Kwik Bolt- anchor in the Table above indicates a Size 36 brace with a DOUBLE 5/8 dia. x 6 long (5 embedment) Hilti Kwik Bolt- anchor. (Use Cable Load Doubler Sling ssembly on 7-10 for Double anchor.) 4. Refer to Table 4-3 in Section 4 for description Orientation # 2 the anchor and allowable horizontal loads. P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf 3-2e

14 SECTON 4 nchorage in 3000 psi NORML WEGHT Concrete 5 NOTE: When 2 fasteners are required, use the Cable Load Doubler Sling ssemby shown on P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf 4-7

15 SECTON 5 DETERMNTON ROD STFFENER REQUREMENT 1. SECTON 5 - DETERMNTON ROD STFFENER REQUREMENT 6 STEP 1 - Provide a rod stiffener on the hanger rod nearest the seismic sway brace in accordance with the RS1 Detail below with installation instructions on 5-3 and go on to SECTON 6. NOTE: rod stiffener is not required, if the length hanger rod itself and the applied horizontal load do not exceed the Rod Stiffener Clip Spacing and associated llowable Horizontal Load shown in Table 5-1 or 5-2. For Example: f the brace angle from vertical is 45 o and the horizontal seismic load does not exceed 1,465 lbs., a ½ dia. rod that does not exceed 18 in length would not require a rod stiffener. HNGER ROD SWY BRCE 1 Sch. 10 or 40 pipe Rod Stiffener RS1 ROD STFFENER CLPS SWY BRCE B STRUCTURE B Braced Pipe or Other Component RS1 ROD STFFENER DETL RS1 ROD STFFENER The Detail to above depicts the installation a pipe type rod stiffener using RS1 Rod Stiffener Clips, which must be located and spaced as shown on this detail and installed in accordance with the details on 5-3. The Maximum Dimension is 3. See Table 5-1 and Table 5-2 for the Maximum B Dimension, which varies according to the Maximum llowable Horizontal Load (Fps from Section 3). NOTE: The llowable Fps values in Table 5-1 and Table 5-2 are based on hanger rods meeting the material strength requirements STM 36. TBLE 5-1 MX. LLOWBLE HORZONTL LOD (Fps from Section 3 in lbs.) on rods at length satisfying kl/r =200 between clips BRCE NGLE 3/8 x 24 ROD 1/2 x 33 ROD 5/8 x 41 ROD 3/4 x 50 ROD 7/8 x 59 1 x 68 FROM MX. LENGTH MX. LENGTH MX. LENGTH MX. LENGTH MX. LENGTH MX. LENGTH VERTCL 30 o - 44 o 128 lbs. 314 lbs. 504 lbs. 747 lbs lbs lbs. 45 o - 59 o 199 lbs. 487 lbs. 781 lbs lbs lbs lbs. 60 o - 90 o 387 lbs. 712 lbs lbs lbs lbs lbs. P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf /3/05

16 TBLE 5-2 MXMUM LLOWBLE HORZONTL FORCE (Fps from Section 3 )for THREDED HNGER RODS WTH RS1 ROD STFFENERS CCORDNG TO RS CLP SPCNG MXMUM Fps (lbs.) CCORDNG TO HNGER ROD D. (in.) 3/8 1/2 5/8 3/4 7/8 1 BRCE NGLE FROM VERTCL 30 o - 44 o 45 o - 59 o 60 o - 90 o SECTON 5 DETERMNTON ROD STFFENER REQUREMENT MXMUM RS1 ROD STFFENER SPCNG B DMENSON , ,879 1, ,615 1, ,502 2,068 1, ,664 3,028 2,196 1, NOTE: The Tabulated Values in Table 5-1 and 5-2 do not account for the weight the braced component (Wp) in fsetting the vertical compression force on the hanger rod. P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike ,667 2,346 1,936 1, ,131 3,635 2,999 2,229 1,458 1,013 6,048 5,321 4,391 3,263 2,135 1,483 4,050 3,688 3,232 2,688 2,055 1,442 1, ,273 5,713 5,006 4,164 3,183 2,233 1,641 1,256 9,185 8,365 7,329 6,096 4,660 3,270 2,402 1,839 5,685 5,287 4,789 4,202 3,520 2,763 2,041 1,562 1,234 8,807 8,190 7,419 6,509 5,466 4,281 3,161 2,420 1,912 12,894 11,991 10,862 9,530 8,003 6,268 4,628 3,543 2,800 7,517 7,085 6,549 5,921 5,206 4,405 3,509 2,692 2,127 1,723 1,424 11,645 10,974 10,145 9,172 8,065 6,823 5,436 4,170 3,295 2,669 2,206 17,049 16,068 14,853 13,429 11,808 9,990 7,959 6,105 4,824 3, , NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf 5-2

17 SECTON 5 RS1 ROD STFFENER CLP NSTLLTON DETLS 8 Rod Stiffener Pipe Hanger Rod RS1 PLN VEW Rod Stiffener Pipe Hanger Rod PLN VEW RS1 ELEVTON STEP 1: Position the RS1 against the rod stiffener pipe opposite the hanger rod. ELEVTON STEP 2: Snap the RS1 over the rod stiffener pipe. PLN VEW PLN VEW ELEVTON STEP 3: nsert the RS1 bolt with flat washers and lock nut through the holes in the RS1 that correspond to the hanger rod diameter. ELEVTON STEP 4: Tighten the locknut until the two ends the RS1 close as shown. P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf /3/05

18 SECTON 6 LOCTONS FOR SESMC SWY BRCE NSTLLTON 9 1. SECTON 5 - LOCTONS FOR SWY BRCE NSTLLTON STEP 1 - f the component being braced is piece equipment suspended by hangers at each its 4 corners (VV Box, HU, transformer, etc.), locate one seismic sway brace cable assembly (selected in SECTON 4) at the point connection each hanger rod at each the 4 corners the equipment. Go to Details on 7-22 or 7-23 in SECTON 7. STEP 2 - f the component being braced is piece equipment suspended by hangers at both ends (inline pumps, etc.), locate two seismic sway brace cable assemblies (selected in SECTON 4) at the point connection both hanger rods at both ends the equipment. Go to Detail on 7-24 in SECTON 7. STEP 3 - Each run braced piping, conduit, ducts, cable trays, etc., between changes in direction greater than 5 ft., shall be provided with a minimum two transverse braces and one longitudinal. n addition transverse and longitudinal bracing shall be provided at intervals not exceeding the maximum spacing limitation established in SECTON 3. Go to applicable Details in SECTON 7. NOTE: Sections piping, conduit, ducts, cable trays, etc. that are less than 5 ft. in length between changes direction, are not required to have this additional bracing. Transverse and longitudinal bracing for one run piping, conduit, ducts, cable trays, etc. may also act as transverse and longitudinal bracing for adjacent runs at 90 o changes direction, if the brace is located within 24 the change in direction. t vertical fsets, locate a transverse and a longitudinal brace on both the high and low sides the vertical fset as shown below. S = MXMUM BRCE SPCNG DETERMNED N SECTON 3 STEP 3 NOTE S S S 1/3 S 1/3 S MX. MX. STRGHT RUNS HORZONTL FSETS STEP 3 NOTE = TRNSVERSE SWY BRCE 2-Way Brace (Model or B) = LONGTUDNL SWY BRCE VERTCL FSETS 2-Way Brace (Model or B) = 4-WY (TRNSVERSE & LONGTUDNL) SWY BRCE (Model C) EXMPLE RECOMMENDED SWY BRCE LOCTONS P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf 6-1

19 SECTON 7 DETLS BRCED COMPONENTS 10 SESMC WRE ROPE/CBLE TM SSEMBLES FOR BRCES NOTES: 1. nstall cable assemblies with a minimum angle the cable from the vertical plane per Section 3 & 4 Selection Tables. Hanger Rod w/ Rod Stiffener per Section 5 2. nchorage the cable assemblies to the structure to be per Section 3 & 4 Selection Tables. 3. Tighten cables to be in a straight line after installation without lifting the braced component. 4. fter tightening cables to be in a straight line on vibration isolated components, loosen each cable 1/4 at oval sleeves before crimping. Cable ssembly to Structure per Sections 3 & 4 (Typ.) PLN VEW Uninsulated Pipe or Conduit djustable Clevis Hanger Hanger Rod w/ Hanger Rod w/ Rod Stiffener 6 max. Rod Stiffener per Section 5 per Section 5 Cable ssembly to Structure per Sections 3 & 4 (Typ.) djustable Clevis Hanger END VEW Cable Connection to Component per Detail on 7-4 Uninsulated Pipe or Conduit SDE VEW TRNSVERSE SWY BRCE DETL FOR UN-NSULTED PPE & CONDUT Uninsulated Pipe or Conduit P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf /3/05

20 SECTON 7 DETLS BRCED COMPONENTS 11 SESMC WRE ROPE/CBLE TM SSEMBLES FOR BRCES NOTES: 1. nstall cable assemblies with a minimum angle the cable from the vertical plane per Section 3 & 4 Selection Tables. Hanger Rod w/ Rod Stiffener per Section 5 2. nchorage the cable assemblies to the structure to be per Section 3 & 4 Selection Tables. 3. Tighten cables to be in a straight line after installation without lifting the braced component. 4. fter tightening cables to be in a straight line on vibration isolated components, loosen each cable 1/4 at oval sleeves before crimping. Cable ssembly to Structure per Sections 3 & 4 (Typ.) PLN VEW Uninsulated Pipe or Conduit Cable ssembly Hanger Rod w/ to Structure per Rod Stiffener Sections 3 & 4 6 max. per Section 5 (Typ.) djustable Clevis Hanger Hanger Rod w/ Rod Stiffener per Section 5 Cable Connection to Component per Detail B on 7-4 djustable Clevis Hanger END VEW Uninsulated Pipe or Conduit SDE VEW LONGTUDNL SWY BRCE DETL FOR UN-NSULTED PPE & CONDUT Uninsulated Pipe or Conduit P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf /3/05

21 SECTON 7 DETLS BRCED COMPONENTS 12 SESMC WRE ROPE/CBLE TM SSEMBLES FOR BRCES NOTES: 1. nstall cable assemblies with a minimum angle the cable from the vertical plane per Section 3 & 4 Selection Tables. 2. nchorage the cable assemblies to the structure to be per Section 3 & 4 Selection Tables. 3. Tighten cables to be in a straight line after installation without lifting the braced component. 4. fter tightening cables to be in a straight line on vibration isolated components, loosen each cable 1/4 at oval sleeves before crimping. Cable ssembly to Structure per Sections 3 & 4 (Typ.) PLN VEW Hanger Rod w/ Rod Stiffener per Section 5 Uninsulated Pipe or Conduit djustable Clevis Hanger Hanger Rod w Hanger Rod w/ Rod Stiffener 6 max. Rod Stiffener per Section 5 per Section 5 Cable ssembly to Structure per Sections 3 & 4 (Typ.) djustable Clevis Hanger END VEW Cable Connection to Component per Detail C on 7-4 Uninsulated Pipe or Conduit (only the two cables in foreground shown for clarity) SDE VEW 4-WY SWY BRCE DETL FOR UN-NSULTED PPE & CONDUT (for locations where Transverse & Longitudinal bracing coincide) Uninsulated Pipe or Conduit P P R O V E D Fixed Equipment nchorage OP /01/04 G R ET S E L C L FO R N STT E nthony Pike NDUSTRL BLVD. NPLES, FL FX : CBLEWRE DVSON Loos & Co., nc nwar Yusuf /3/05

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