Post on 02-Sep-2018
transcript
HOLLOW CORE
Typical Load Charts / Specifications / Details
Gate Precast Company 402 Zoo Parkway
Jacksonville, FL 32218
Phone: (904) 757-0860 Fax: (904) 751-5435
WWW.GATEPRECAST.COM
Gate-Core Superimposed Load Chart*Dated: 7/1/2009
*Simplified - maximum allowable load (psf) with NO penetrationsBased on ACI 318-05
4" Extruded Solid Gate-Core (with no composite topping)
Concrete Strength: (28 day) (precast) 5000 PSI
Self Weight of Material: 186.8 plf / or 46.7 psfStandard Reinforcing: 3-wire, 5/16", 250K, .75 coverage
SPAN 4ESS065X 4ESS085X 4ESS105X 4ESS125X
6'-0" 429 PSF
7' - 0" 336 PSF 429 PSF
8' - 0" 271 PSF 349 PSF 432 PSF
9' - 0" 225 PSF 291 PSF 351 PSF 397 PSF
10' - 0" 185 PSF 237 PSF 276 PSF 313 PSF
11' - 0" 147 PSF 189 PSF 221 PSF 251 PSF
12' - 0" 118 PSF 151 PSF 179 PSF 204 PSF
13' - 0" 95 PSF 123 PSF 146 PSF 168 PSF
14' - 0" 77 PSF 100 PSF 120 PSF 139 PSF
15' - 0" 63 PSF 81 PSF 99 PSF 115 PSF
16' - 0" 66 PSF 82 PSF 96 PSF
17' - 0" 67 PSF 80 PSF
18' - 0" 55 PSF 67 PSF
19'-0" 56 PSF
Gate-Core Superimposed Load Chart*Dated: 7/1/2009
*Simplified - maximum allowable load (psf) with NO penetrationsBased on ACI 318-05
4" Extruded Solid Gate-Core (with 2" composite topping)
Concrete Strength: (28 day) (precast) 5000 PSI(28 day) (topping) 3000 PSI
Self Weight of Material: 186.8 plf / or 46.7 psfStandard Reinforcing: 3-wire, 5/16", 250K, .75 coverage
SPAN 4ESS065XT 4ESS085XT 4ESS105XT 4ESS125XT
6' - 0" 322 PSF
7' - 0" 246 PSF 707 PSF
8' - 0" 443 PSF 592 PSF 596 PSF
9' - 0" 368 PSF 495 PSF 513 PSF 513 PSF
10' - 0" 312 PSF 421 PSF 449 PSF 449 PSF
11' - 0" 253 PSF 342 PSF 398 PSF 398 PSF
12' - 0" 204 PSF 275 PSF 334 PSF 356 PSF
13' - 0" 159 PSF 213 PSF 263 PSF 312 PSF
14' - 0" 117 PSF 163 PSF 207 PSF 249 PSF
15' - 0" 83 PSF 123 PSF 162 PSF 198 PSF
16' - 0" 90 PSF 125 PSF 157 PSF16 - 0 90 PSF 125 PSF 157 PSF
17' - 0" 94 PSF 123 PSF
18' - 0" 68 PSF 94 PSF
19'-0" 70 PSF
Gate-Core Superimposed Load Chart*Dated: 7/1/2009
*Simplified - maximum allowable load (psf) with NO penetrationsBased on ACI 318-05
6" Gate-Core (with no composite topping)
Concrete Strength: (28 day) (precast) 5000 PSI
Self Weight of Material: 191.6 plf / or 47.9 psfStandard Reinforcing: 7-wire, 3/8", 270K, LL, .75 coverage
SPAN 6GC046X 6GC065X 6GC086X 6GC106X 6GC126X
6' - 0" 292 PSF
7' - 0" 225 PSF 347 PSF
8' - 0" 179 PSF 593 PSF 774 PSF
9' - 0" 145 PSF 495 PSF 650 PSF 692 PSF
10' - 0" 276 PSF 422 PSF 540 PSF 587 PSF 612 PSF
11' - 0" 238 PSF 365 PSF 456 PSF 500 PSF 530 PSF
12' - 0" 207 PSF 320 PSF 391 PSF 432 PSF 464 PSF
13' - 0" 182 PSF 283 PSF 339 PSF 374 PSF 405 PSF
14' - 0" 162 PSF 253 PSF 298 PSF 327 PSF 355 PSF
15' - 0" 142 PSF 220 PSF 264 PSF 289 PSF 313 PSF
16' - 0" 120 PSF 188 PSF 231 PSF 258 PSF 278 PSF16 - 0 120 PSF 188 PSF 231 PSF 258 PSF 278 PSF
17' - 0" 103 PSF 161 PSF 200 PSF 232 PSF 250 PSF
18' - 0" 88 PSF 139 PSF 174 PSF 206 PSF 225 PSF
19' - 0" 75 PSF 121 PSF 152 PSF 180 PSF 205 PSF
20' - 0" 64 PSF 105 PSF 133 PSF 159 PSF 182 PSF
21' - 0" 91 PSF 117 PSF 140 PSF 162 PSF
22' - 0" 79 PSF 103 PSF 124 PSF 144 PSF
23' - 0" 68 PSF 90 PSF 110 PSF 128 PSF
24' - 0" 79 PSF 98 PSF 115 PSF
Gate-Core Superimposed Load Chart*Dated: 7/1/2009
*Simplified - maximum allowable load (psf) with NO penetrationsBased on ACI 318-05
6" Gate-Core (with 2" composite topping)
Concrete Strength: (28 day) (precast) 5000 PSI(28 day) (topping) 3000 PSI
Self Weight of Material: 191.6 plf / or 47.9 psfStandard Reinforcing: 7-wire, 3/8", 270K, LL, .75 coverage
SPAN 6GC046XT 6GC065XT 6GC086XT 6GC106XT 6GC126XT
6' - 0" 406 PSF
7' - 0" 311 PSF 481 PSF
8' - 0" 246 PSF 386 PSF 894 PSF
9' - 0" 200 PSF 689 PSF 768 PSF 768 PSF
10' - 0" 165 PSF 586 PSF 671 PSF 671 PSF 671 PSF
11' - 0" 330 PSF 507 PSF 595 PSF 595 PSF 595 PSF
12' - 0" 286 PSF 444 PSF 533 PSF 533 PSF 533 PSF
13' - 0" 251 PSF 393 PSF 482 PSF 482 PSF 482 PSF
14' - 0" 222 PSF 351 PSF 436 PSF 440 PSF 440 PSF
15' - 0" 194 PSF 303 PSF 383 PSF 403 PSF 403 PSF
16' - 0" 164 PSF 260 PSF 334 PSF 371 PSF 371 PSF16 - 0 164 PSF 260 PSF 334 PSF 371 PSF 371 PSF
17' - 0" 139 PSF 221 PSF 284 PSF 335 PSF 344 PSF
18' - 0" 118 PSF 186 PSF 242 PSF 293 PSF 320 PSF
19' - 0" 96 PSF 155 PSF 206 PSF 253 PSF 294 PSF
20' - 0" 75 PSF 129 PSF 176 PSF 218 PSF 256 PSF
21' - 0" 106 PSF 150 PSF 189 PSF 223 PSF
22' - 0" 86 PSF 127 PSF 163 PSF 195 PSF
23' - 0" 69 PSF 108 PSF 140 PSF 170 PSF
24' - 0" 90 PSF 121 PSF 148 PSF
25' - 0" 103 PSF 129 PSF
Gate-Core Superimposed Load Chart*Dated: 7/1/2009
*Simplified - maximum allowable load (psf) with NO penetrationsBased on ACI 318-05
8" Gate-Core (with no composite topping)
Concrete Strength: (28 day) (precast) 5000 PSI
Self Weight of Material: 250.8 plf / or 62.7 psfStandard Reinforcing: 7-wire, 7/16", 270K, LL, 1" coverage
SPAN 8GC067X 8GC087X 8GC107X 8GC127X
15' - 0" 383 PSF
16' - 0" 348 PSF 404 PSF
17' - 0" 309 PSF 363 PSF 397 PSF
18' - 0" 270 PSF 327 PSF 359 PSF 388 PSF
19' - 0" 236 PSF 292 PSF 326 PSF 351 PSF
20' - 0" 208 PSF 258 PSF 298 PSF 320 PSF
21' - 0" 183 PSF 229 PSF 270 PSF 294 PSF
22' - 0" 162 PSF 204 PSF 241 PSF 270 PSF
23' - 0" 143 PSF 182 PSF 216 PSF 247 PSF
24' - 0" 127 PSF 162 PSF 194 PSF 223 PSF
25' - 0" 113 PSF 145 PSF 175 PSF 202 PSF25 - 0 113 PSF 145 PSF 175 PSF 202 PSF
26' - 0" 100 PSF 130 PSF 158 PSF 183 PSF
27' - 0" 88 PSF 117 PSF 143 PSF 166 PSF
28' - 0" 77 PSF 105 PSF 129 PSF 151 PSF
29' - 0" 68 PSF 94 PSF 117 PSF 137 PSF
30' - 0" 84 PSF 105 PSF 125 PSF
31' - 0" 75 PSF 95 PSF 113 PSF
32' - 0" 67 PSF 86 PSF 103 PSF
33' - 0" 60 PSF 78 PSF 94 PSF
34' - 0" 86 PSF
35'-0" 78 PSF
Gate-Core Superimposed Load Chart*Dated: 7/1/2009
*Simplified - maximum allowable load (psf) with NO penetrationsBased on ACI 318-05
8" Gate-Core (with 2" composite topping)
Concrete Strength: (28 day) (precast) 5000 PSI(28 day) (topping) 3000 PSI
Self Weight of Material: 250.8 plf / or 62.7 psfStandard Reinforcing: 7-wire, 7/16", 270K, LL, 1" coverage
SPAN 8GC067XT 8GC087XT 8GC107XT 8GC127XT
15' - 0" 489 PSF
16' - 0" 443 PSF 475 PSF
17' - 0" 399 PSF 440 PSF 440 PSF
18' - 0" 349 PSF 409 PSF 409 PSF 409 PSF
19' - 0" 306 PSF 381 PSF 381 PSF 381 PSF
20' - 0" 267 PSF 340 PSF 357 PSF 357 PSF
21' - 0" 231 PSF 298 PSF 335 PSF 335 PSF
22' - 0" 200 PSF 261 PSF 315 PSF 315 PSF
23' - 0" 173 PSF 229 PSF 280 PSF 297 PSF
24' - 0" 149 PSF 202 PSF 249 PSF 281 PSF
25' - 0" 127 PSF 177 PSF 221 PSF 260 PSF25 - 0 127 PSF 177 PSF 221 PSF 260 PSF
26' - 0" 108 PSF 155 PSF 196 PSF 232 PSF
27' - 0" 91 PSF 136 PSF 174 PSF 208 PSF
28' - 0" 118 PSF 154 PSF 186 PSF
29' - 0" 103 PSF 136 PSF 166 PSF
30' - 0" 89 PSF 120 PSF 148 PSF
31' - 0" 105 PSF 132 PSF
32' - 0" 92 PSF 118 PSF
33' - 0" 80 PSF 104 PSF
34' - 0" 92 PSF
35'-0" 81 PSF
Gate-Core Superimposed Load Chart*Dated: 7/1/2009
*Simplified - maximum allowable load (psf) with NO penetrationsBased on ACI 318-05
10" Gate-Core (with no composite topping)
Concrete Strength: (28 day) (precast) 5000 PSI
Self Weight of Material: 303.2 plf / or 75.8 psfStandard Reinforcing: 7-wire 7/16", 270K, LL, 1" coverage
SPAN 10GC067X 10GC087X 10GC107X 10GC127X 10GC147X
14' - 0" 568 PSF
15' - 0" 512 PSF 603 PSF15' - 0" 512 PSF 603 PSF
16' - 0" 465 PSF 537 PSF 593 PSF
17' - 0" 425 PSF 481 PSF 531 PSF 580 PSF
18' - 0" 380 PSF 434 PSF 479 PSF 523 PSF 552 PSF
19' - 0" 335 PSF 395 PSF 434 PSF 473 PSF 506 PSF
20' 0" 297 PSF 358 PSF 395 PSF 431 PSF 461 PSF20' - 0" 297 PSF 358 PSF 395 PSF 431 PSF 461 PSF
21' - 0" 264 PSF 329 PSF 361 PSF 393 PSF 421 PSF
22' - 0" 235 PSF 300 PSF 332 PSF 361 PSF 386 PSF
23' - 0" 211 PSF 268 PSF 305 PSF 332 PSF 355 PSF
24' - 0" 189 PSF 241 PSF 283 PSF 307 PSF 328 PSF
25' - 0" 169 PSF 217 PSF 258 PSF 285 PSF 304 PSF
26' - 0" 152 PSF 196 PSF 234 PSF 264 PSF 282 PSF
27' - 0" 137 PSF 177 PSF 212 PSF 247 PSF 262 PSF
28' - 0" 122 PSF 160 PSF 193 PSF 225 PSF 245 PSF
29' - 0" 108 PSF 144 PSF 176 PSF 206 PSF 229 PSF
30' - 0" 96 PSF 131 PSF 160 PSF 188 PSF 212 PSF
31' - 0" 85 PSF 118 PSF 146 PSF 172 PSF 195 PSF
32' - 0" 75 PSF 107 PSF 133 PSF 158 PSF 180 PSF
33' - 0" 66 PSF 97 PSF 121 PSF 145 PSF 165 PSF
34' - 0" 87 PSF 111 PSF 133 PSF 152 PSF
35' - 0" 78 PSF 101 PSF 122 PSF 140 PSF
36' - 0" 70 PSF 92 PSF 112 PSF 130 PSF
37' - 0" 103 PSF 119 PSF
38' - 0" 94 PSF 110 PSF
39' - 0" 86 PSF 102 PSF
40' - 0" 79 PSF 94 PSF
41'-0" 86 PSF
42'-0" 80 PSF
Gate-Core Superimposed Load Chart*Dated: 7/1/2009
*Simplified - maximum allowable load (psf) with NO penetrationsBased on ACI 318-05
10" Gate-Core (with 2" composite topping)
Concrete Strength: (28 day) (precast) 5000 PSI(28 day) (topping) 3000 PSI
Self Weight of Material: 303.2 plf / or 75.8 psf
SPAN 10GC067XT 10GC087XT 10GC107XT 10GC127XT 10GC147XT
14' - 0" 685 PSF
15' - 0" 617 PSF 661 PSF15' - 0" 617 PSF 661 PSF
16' - 0" 560 PSF 608 PSF 608 PSF
17' - 0" 511 PSF 562 PSF 562 PSF 562 PSF
18' - 0" 448 PSF 522 PSF 522 PSF 522 PSF 522 PSF
19' - 0" 394 PSF 487 PSF 487 PSF 487 PSF 487 PSF
20' 0" 349 PSF 449 PSF 455 PSF 455 PSF 455 PSF20' - 0" 349 PSF 449 PSF 455 PSF 455 PSF 455 PSF
21' - 0" 309 PSF 409 PSF 427 PSF 427 PSF 427 PSF
22' - 0" 275 PSF 368 PSF 402 PSF 402 PSF 402 PSF
23' - 0" 245 PSF 327 PSF 379 PSF 379 PSF 379 PSF
24' - 0" 219 PSF 291 PSF 349 PSF 358 PSF 358 PSF
25' - 0" 196 PSF 259 PSF 314 PSF 339 PSF 339 PSF
26' - 0" 171 PSF 230 PSF 282 PSF 322 PSF 322 PSF
27' - 0" 149 PSF 205 PSF 253 PSF 299 PSF 306 PSF
28' - 0" 129 PSF 182 PSF 227 PSF 270 PSF 291 PSF
29' - 0" 111 PSF 162 PSF 204 PSF 245 PSF 278 PSF
30' - 0" 95 PSF 144 PSF 183 PSF 221 PSF 254 PSF
31' - 0" 80 PSF 127 PSF 164 PSF 200 PSF 232 PSF
32' - 0" 67 PSF 111 PSF 147 PSF 181 PSF 211 PSF
33' - 0" 96 PSF 132 PSF 164 PSF 192 PSF
34' - 0" 83 PSF 117 PSF 148 PSF 174 PSF
35' - 0" 71 PSF 104 PSF 133 PSF 159 PSF
36' - 0" 92 PSF 120 PSF 144 PSF
37' - 0" 81 PSF 108 PSF 131 PSF
38' - 0" 70 PSF 96 PSF 118 PSF
39' - 0" 86 PSF 107 PSF
40' - 0" 76 PSF 96 PSF
41'-0" 67 PSF 87 PSF
42'-0" 78 PSF
Gate-Core Superimposed Load Chart*Dated: 7/1/2009
*Simplified - maximum allowable load (psf) with NO penetrationsBased on ACI 318-05
12" Gate-Core (with no composite topping)
Concrete Strength: (28 day) (precast) 5000 PSI
Self Weight of Material: 345.2 plf / or 86.3 psfStandard Reinforcing: 7-wire 7/16", 270K, LL, 1" coverage
SPAN 12GC067X 12GC087X 12GC107X 12GC127X
20'-0" 377 PSF
21'-0" 336 PSF 399 PSF
22'-0" 300 PSF 366 PSF 405 PSF
23'-0" 269 PSF 338 PSF 373 PSF 408 PSF
24'-0" 242 PSF 311 PSF 344 PSF 376 PSF
25'-0" 218 PSF 289 PSF 318 PSF 348 PSF
26'-0" 196 PSF 266 PSF 295 PSF 323 PSF
27'-0" 177 PSF 241 PSF 275 PSF 300 PSF
28'-0" 160 PSF 219 PSF 256 PSF 280 PSF
29'-0" 145 PSF 199 PSF 239 PSF 261 PSF
30'-0" 131 PSF 181 PSF 219 PSF 245 PSF30 -0 131 PSF 181 PSF 219 PSF 245 PSF
31'-0" 119 PSF 165 PSF 200 PSF 229 PSF
32'-0" 108 PSF 150 PSF 183 PSF 214 PSF
33'-0" 97 PSF 137 PSF 168 PSF 198 PSF
34'-0" 88 PSF 125 PSF 154 PSF 183 PSF
35'-0" 113 PSF 142 PSF 169 PSF
36'-0" 102 PSF 130 PSF 155 PSF
37'-0" 92 PSF 119 PSF 143 PSF
38'-0" 83 PSF 109 PSF 132 PSF
39'-0" 74 PSF 100 PSF 122 PSF
40'-0" 91 PSF 113 PSF
41'-0" 84 PSF 104 PSF
42'-0" 96 PSF
43'-0" 88 PSF
Gate-Core Superimposed Load Chart*Dated: 7/1/2009
*Simplified - maximum allowable load (psf) with NO penetrationsBased on ACI 318-05
12" Gate-Core (with 2" composite topping)
Concrete Strength: (28 day) (precast) 5000 PSI(28 day) (topping) 3000 PSI
Self Weight of Material: 345.2 plf / or 86.3 psf
SPAN 12GC067XT 12GC087XT 12GC107XT 12GC127XT
20'-0" 430 PSF
21'-0" 382 PSF 480 PSF
22'-0" 341 PSF 439 PSF 488 PSF
23'-0" 305 PSF 402 PSF 447 PSF 466 PSF
24'-0" 273 PSF 370 PSF 411 PSF 441 PSF
25'-0" 245 PSF 341 PSF 379 PSF 417 PSF
26'-0" 221 PSF 309 PSF 351 PSF 385 PSF
27'-0" 198 PSF 278 PSF 326 PSF 357 PSF
28'-0" 179 PSF 249 PSF 302 PSF 331 PSF
29'-0" 161 PSF 224 PSF 275 PSF 309 PSF
30'-0" 144 PSF 201 PSF 249 PSF 287 PSF30 -0 144 PSF 201 PSF 249 PSF 287 PSF
31'-0" 126 PSF 181 PSF 226 PSF 269 PSF
32'-0" 109 PSF 161 PSF 205 PSF 246 PSF
33'-0" 94 PSF 143 PSF 185 PSF 224 PSF
34'-0" 81 PSF 127 PSF 168 PSF 204 PSF
35'-0" 112 PSF 151 PSF 186 PSF
36'-0" 98 PSF 137 PSF 170 PSF
37'-0" 123 PSF 154 PSF
38'-0" 110 PSF 140 PSF
39'-0" 98 PSF 127 PSF
40'-0" 86 PSF 115 PSF
41'-0" 104 PSF
42'-0" 94 PSF
43'-0" 84 PSF
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
1'-6" MAXDIM "A" = 1'-0" MIN.
(EXCEPT FOR CANTILEVER SLABS, SEE REMARKS COLUMN ON SCHEDULE FOR DIM. "A")
DO NOT USE FORK LIFTTO LIFT GATECORE SLABS
NOTE: ALL JOINTS BETWEEN PLANKS SHALL BEFULLY FILLED WITH GROUT CONSISTING OF1 PART PORTLAND CEMENT TO 3 PARTS CLEAN SAND
TYPICAL GROUTED KEYWAY DETAIL
RECOMMENDED SLING POINTS FOR HANDLING & DUNNAGE
GATE
SUPPORTEDGATECORE PLANK
SUPPORTINGGATECORE PLANK
OPENING
SUPPORTINGGATECORE PLANK
SECTION VIEW
PLAN VIEW
ISOMETRIC VIEW
GATE
STEP #1 GROUT ALL JOINTS BETWEEN SLABS & ALLOW TO CURE OVERNIGHT BEFORE CUTTING ANY OPENINGS.
STEP #2 FIELD CUT HOLES MUST BE APPROVED BY GATE CONCRETE PRODUCTS.
STEP #3 TO MINIMIZE SAW OVER-RUN DRILL A PILOT HOLE THROUGH SLAB IN EACH CORNER OF
PROPOSED OPENING.
STEP #4 SAW CUT OPENING EDGES RUNNING PARALLEL WITH PRESTRESSING STRANDS.
STEP #5 SAW CUT OPENING EDGES RUNNING PERPENDICULAR TO PRESTRESSING STRANDS; DO NOT CUT BEYOND PILOT HOLES.
RECOMMENDED PROCEDURE FOR CUTTING OPENINGS IN PLANKS
GATE
STEP #1
STEP 1: CORE THRU PLANK STEP 2: SAWCUT TOP OF PLANK, SCORINGONLY THRU TOP LAYER OF PLANK.IMPORTANT: DO NOT DISTURB BOTTOM LAYEROF PLANK
STEP 3: BREAK TOP OF SCORED AREAAND REMOVE DEBRIS.
STEP 4: GROUT FILL THE BOTTOM OFTHE PLANK TO CORRECT ELEVATION ; SET DRAIN INTO BROKE-OUT AREA.
STEP 5: GROUT FILL AROUND DRAIN TO STABILIZE PRIOR TO PLACEMENT OFTOPPING.
STANDARD PROCEDURE FOR FLOOR/ROOF DRAIN INSTALLATION
STEP #2
STEP #3 TOP VIEW
STEP #4 STEP #5