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Last modified
5/30/2025 1:40:33 PM
Creation date
5/30/2025 8:00:52 AM
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Plan
Permit Number
101112794
Full Address
2130 E Seventeenth St Unit# A
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101112794 - Permit
(Permit - Plan)
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\Building\Permits\S\Seventeenth St\2130 E Seventeenth St Unit# A
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1
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Import Agent
Created:
5/30/2025 10:00 AM
Modified:
5/30/2025 8:28 AM
ID:
2
Creator:
Import Agent
Created:
5/30/2025 10:00 AM
Modified:
5/30/2025 8:28 AM
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C- <br />A <br />- <br />2 <br />0 <br />2 <br />1 <br /> <br />© <br />2 <br />0 <br />2 <br />1 <br /> <br />S <br />I <br />M <br />P <br />S <br />O <br />N <br /> <br />S <br />T <br />R <br />O <br />N <br />G <br />- <br />T <br />I <br />E <br /> <br />C <br />O <br />M <br />P <br />A <br />N <br />Y <br /> <br />I <br />N <br />C <br />. <br />189 <br />Di <br />r <br />e <br />c <br />t <br /> <br />F <br />a <br />s <br />t <br />e <br />n <br />i <br />n <br />g <br /> S <br />o <br />l <br />u <br />t <br />i <br />o <br />n <br />s <br />Simpson Strong-Tie® Anchoring, Fastening, Restoration and Strengthening Systems for Concrete and Masonry <br />* See p. 12 for an explanation of the load table icons. <br />Gas- and Powder-Actuated Fasteners Design Information – Concrete <br />Powder-Actuated and Gas-Actuated Fasteners — <br />Allowable Tension Loads in Normal-Weight Concrete <br />Direct <br />Fastening <br />Type <br />Model <br />No. <br />Shank <br />Diameter <br />in. <br />(mm) <br />Minimum <br />Penetration <br />in. <br />(mm) <br />Minimum <br />Edge <br />Distance <br />in. <br />(mm) <br />Minimum <br />Spacing <br />in. <br />(mm) <br />Allowable Tension Load — lb. (kN) <br />f'c = 2,500 psi <br />(17.2 MPa) <br />f'c = 3,000 psi <br />(20.7 MPa) <br />f'c = 4,000 psi <br />(27.6 MPa) <br />f'c = 5,000 psi <br />(34.5 MPa) <br />f'c = 6,000 psi <br />(41.3 MPa) <br />Powder <br />Actuated <br />PDPA <br />PDPAT <br />PDPAWL <br />0.157 <br />(4.0) <br />3/4 <br />(19) <br />3.5 <br />(89) <br />5 <br />(127) <br />110 <br />(0.49) <br />110 <br />(0.49) <br />110 <br />(0.49)—110 <br />(0.49) <br />1 <br />(25) <br />3.5 <br />(89) <br />5 <br />(127) <br />210 <br />(0.93) <br />240 <br />(1.07) <br />310 <br />(1.38)—160 <br />(0.71) <br />1 1/4 <br />(32) <br />3.5 <br />(89) <br />5 <br />(127) <br />320 <br />(1.42) <br />340 <br />(1.51) <br />380 <br />(1.69)—365 <br />(1.62) <br />1 1/2 <br />(38) <br />3.5 <br />(89) <br />5 <br />(127) <br />375 <br />(1.67) <br />400 <br />(1.78) <br />450 <br />(2.00)—465 <br />(2.07) <br />PINW <br />PINWP <br />0.145 <br />(3.7) <br />1 <br />(25) <br />3 <br />(76) <br />4 <br />(102) <br />70 <br />(0.31) <br />100 <br />(0.44) <br />150 <br />(0.67)—150 <br />(0.67) <br />1 1/4 <br />(32) <br />3 <br />(76) <br />4 <br />(102) <br />195 <br />(0.87) <br />255 <br />(1.13) <br />370 <br />(1.65)—370 <br />(1.65) <br />PSLV3 0.205 <br />(5.2) <br />1 1/4 <br />(32) <br />4 <br />(102) <br />6 <br />(152) <br />260 <br />(1.16)———— <br />Gas <br />Actuated <br />GDP 0.106 <br />(2.7) <br />5/8 <br />(16) <br />3 <br />(76) <br />4 <br />(102) <br />25 <br />(0.11) <br />30 <br />(0.13) <br />45 <br />(0.20) <br />45 <br />(0.20)— <br />3/4 <br />(19) <br />3 <br />(76) <br />4 <br />(102) <br />30 <br />(0.13) <br />30 <br />(0.13) <br />30 <br />(0.13) <br />30 <br />(0.13)— <br />GW-75 <br />GW-100 <br />GTH <br />0.125 <br />(3.2) <br />5/8 <br />(16) <br />3 <br />(76) <br />4 <br />(102) <br />65 <br />(0.29) <br />70 <br />(0.31) <br />95 <br />(0.42)—— <br />3/4 <br />(19) <br />3 <br />(76) <br />4 <br />(102) <br />95 <br />(0.42) <br />105 <br />(0.47) <br />190 <br />(0.85)—— <br />1. The fasteners must not be driven until the concrete has reached the designated minimum compressive strength. <br />2. Minimum concrete thickness must be three times the fastener embedment into the concrete. <br />3. The allowable tension values are only for the fastener in the concrete. Members connected to the concrete must be investigated <br />in accordance with accepted design criteria. <br />4. The allowable load values listed are for static load conditions. Refer to ICC-ES ESR-2138 and ESR-2811 code reports for seismic load conditions. <br />5. For fastener installation in concrete with compressive strength outside of the listed range, published allowable loads shall not be extrapolated. <br />Powder-Actuated and Gas-Actuated Fasteners — <br />Allowable Shear Loads in Normal-Weight Concrete <br />Direct <br />Fastening <br />Type <br />Model <br />No. <br />Shank <br />Diameter <br />in. <br />(mm) <br />Minimum <br />Penetration <br />in. <br />(mm) <br />Minimum <br />Edge <br />Distance <br />in. <br />(mm) <br />Minimum <br />Spacing <br />in. <br />(mm) <br />Allowable Shear Load — lb. (kN) <br />f'c = 2,500 psi <br />(17.2 MPa) <br />f'c = 3,000 psi <br />(20.7 MPa) <br />f'c = 4,000 psi <br />(27.6 MPa) <br />f'c = 5,000 psi <br />(34.5 MPa) <br />f'c = 6,000 psi <br />(41.3 MPa) <br />Powder <br />Actuated <br />PDPA <br />PDPAT <br />PDPAWL <br />0.157 <br />(4.0) <br />3/4 <br />(19) <br />3.5 <br />(89) <br />5 <br />(127) <br />120 <br />(0.53) <br />125 <br />(0.56) <br />135 <br />(0.60)—130 <br />(0.58) <br />1 <br />(25) <br />3.5 <br />(89) <br />5 <br />(127) <br />285 <br />(1.27) <br />290 <br />(1.29) <br />310 <br />(1.38)—350 <br />(1.56) <br />1 1/4 <br />(32) <br />3.5 <br />(89) <br />5 <br />(127) <br />360 <br />(1.60) <br />380 <br />(1.69) <br />420 <br />(1.87)—390 <br />(1.73) <br />1 1/2 <br />(38) <br />3.5 <br />(89) <br />5 <br />(127) <br />405 <br />(1.80) <br />430 <br />(1.91) <br />485 <br />(2.16)—495 <br />(2.20) <br />PINW <br />PINWP <br />0.145 <br />(3.7) <br />1 <br />(25) <br />3 <br />(76) <br />4 <br />(102) <br />140 <br />(0.62) <br />165 <br />(0.73) <br />205 <br />(0.91)—205 <br />(0.91) <br />1 1/4 <br />(32) <br />3 <br />(76) <br />4 <br />(102) <br />265 <br />(1.18) <br />265 <br />(1.18) <br />265 <br />(1.18)—265 <br />(1.18) <br />Gas <br />Actuated <br />GDP 0.106 <br />(2.7) <br />5/8 <br />(16) <br />3 <br />(76) <br />4 <br />(102) <br />25 <br />(0.11) <br />25 <br />(0.11) <br />25 <br />(0.11) <br />25 <br />(0.11)— <br />3/4 <br />(19) <br />3 <br />(76) <br />4 <br />(102) <br />50 <br />(0.22) <br />55 <br />(0.24) <br />75 <br />(0.33) <br />75 <br />(0.33)— <br />GW-75 <br /> GW-100 <br />GTH <br />0.125 <br />(3.2) <br />5/8 <br />(16) <br />3 <br />(76) <br />4 <br />(102) <br />60 <br />(0.27) <br />65 <br />(0.29) <br />95 <br />(0.42)—— <br />3/4 <br />(19) <br />3 <br />(76) <br />4 <br />(102) <br />135 <br />(0.60) <br />145 <br />(0.64) <br />215 <br />(0.96)—— <br />1. The fasteners must not be driven until the concrete has reached the designated minimum compressive strength. <br />2. Minimum concrete thickness must be three times the fastener embedment into the concrete. <br />3. The allowable shear values are only for the fastener in the concrete. Members connected to the concrete must be investigated <br />in accordance with accepted design criteria. <br />4. The allowable load values listed are for static load conditions. Refer to ICC-ES ESR-2138 and ESR-2811 code reports for seismic load conditions. <br />5. For fastener installation in concrete with compressive strength outside of the listed range, published allowable loads shall not be extrapolated. <br />*IBC <br />*IBC <br /> 21 of 23 <br />2130 E 17th St - <br />10111279406/07/23
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