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32C-163 (9)
YYiYY/ i YYi `AYY /YF Parallel TJI Joist Allowable Uniform Load(PLF) TJI/45S Joist With Glue-Nailed Floor OEM 1� t :" _ 1 Ft t8 ° U 'ua-- Ttm lLD � Ctl>Q TE01 _ LCD t+t13 �1R7� Ltd �, R rI Motes Mx'-�low. RW NpW N °,G<1101i { SPAN FNW RED, :. _. 12 209 230 262 295 328 360 393 tg.'* 13. 172 212 242 272 303 333 363 14. 190 143 197 204 225 252 281 309 337 15 159 119 184 172 210 232 236 262 288 314 W 16 1 126 101 172 183 146 196 198 221 246 270 295 174 101 81 161 147 118 185 200 160 208 207 231 254 277 1W 82 65 144 120 96 175 163 131 196 213 170 218 213 240 260 262 1W 67 53 129 98 79 164 135 108 186 176 140 207 221 177 227 216 248 ' 20 55 44 117 81 65 148 112 89 177 146 117 197 185 148 216 226 181 236 21P 48 38 106 71 57 134 98 78 162 129 103 187 163 130 206 200 160 224 2T 42 34 96 63 50 122 87 69 148, 114 91 174 145 116 196 178 142 214 ,s 2W, 23 37 30 88 55 44 111 77 61 135 101 81 159 129 103 183 159 127 205 20- 33 26 81 49 39 102 68 55 124 90 72 146 115 92 168 142 114 189 W>- &- 29 23 74 44 35 94 61 49 114 81 65 134 103 82 154 128 102 175 28af-' W 26 21 69 39 31 87 55 44 109 73 58 124- 93 74 143 115 92 161 20: 2T^ 24 19 64 35 28 61 49 39 98`: 66 52 115 84 67 132 104 83 150 ``'M' 281 1 21 17 59 32 25 75 45 36 9t 59 47 10T 1 76 61 123 94 75 139 29 29' 19 15 55 29 23 70 40 32 85 54 43 100 69 55 115 86 69 130 2W" 30= 17 14 52 26 21 65 37 29 79 49 39 93 63 50 107 78 63 121 3t 24 19 61 33 27 74 45 36 87 57 46 100 72 57 113 3:T 3W,' 22 17 5T 30 24 70 41 32 82 52 42 94 66 52 106 3,T 33 20 16 5-4 28 22 65 37 30 77 --48 38 88 60 48 100 33' 34 18 14 5t 26 20 62 34 27 72 44 35 83 55 44 94 3& 35 23 19 58 32 25 68 41 32 79 51 41 89 3F- 3& 22 17 55 29 23 65 38 30 74 47 38 84 3811 37" 20 16 52 27 21 61 35 28 70 44 35 79 37" 38" 25 20 58" 32 26 67 40 32 75 381 39 23 18 55 30 24 63 38 30 71 3W 40' 1 21 17 52 28 22 60 1 35 28 68 1 40 'DEPT W 2yP, 281: 30 LLM WW': TLIP LUX LLW TLS- LLO[ LUX, nAk LLD LIA TLM LLD' LLD- TLD RED- NOlF RM NW-RIM NM RAS NOW RES NON• SPAW RE'9h RES RM FIEF RE3 SPAR' 12 425 458 491 524 524 12 13 393 423 453 483 483 13 14 365 392 421 449 449 14 t5 340 366 393 419 419 15 is 319 343 368 393 393 1B J 1T` 300 323 347 370 370 17 16 283 305 327 349 349 to 19Y 258 268 289 310 331 331 19; 21L 217 255 255 275 295 314 314 20 Zt 241 193 243 227 261 264 280 299 299 2Y 2Z 215 172 232 203 250 236 268 271 285 285 22 23 192 153 222 227 182 239 212 256 244 273 273 23 24+ 172 138 211 204 163 229 238 191 245 220 262 251 262 24 25 155 124 195 184 147 215 215 172 235 249 199 251 227 251 25 26= 140 112 180 166 133 199 195 156 217 225 180 236 206 241 20 27" 127 101 167 151 121 184 177 141 202 205 164 219 187 232 27 m 115 92 155 137 110 171 161 129 187 187 149 204 214 171 220 28 29 105 84 125 100 160 147 117 175 170 136 190 196 156 205 29 30 95 76 135 114 91 149 134 107 163 156 125 177 179 143 191 30 31 87 70 105 84 140 123 98 153 143 114 166 165 132 179 31 32 80 64 119 96 77 131 113 90 143 132 105 156 151 121 168 32 33 74 59 112 88 70 123 104 83 135 121 97 146 140 112 158 33 34 68 54 105 81 65 116 96 77 127 112 89 138 129 103 149 34 35 62 50 99 75 60 109 89 71 120 103 83 130 119 95 140 35 36 58 46 94 69 55 103 82 66 113 96 77 123 111 88 133 36 37 53 43 89 64 51 98 76 61 107 89 71 116 103 82 126 37 38 50 40 84 60 48 93 71 56 102 83 66 110 96 76 119 38 39 46 37 80 56 44 88 66 53 96 77 61 105 89 71 113 39 40 43 34 76 1 52 41 84 1 61 49 92 1 72 57 99 1 83 66 107 40 Notes: 1 TJI joists are not cambered. ? Values in shaded area may be increased 711/o for repetitive member usage if the criteria on page 9 2 is met. 7.12 ow vnnNw%ovalI rr %N%Pl M 11111111MVIROM ` rr /Yo Parallel TJI Joist Allowable Uniform Load(PLF' Sc TJI/45S Joist with Nailed Floor DEPTH' 1Q 11 W 2Q LLD LLQ TM LLD LLD6 UM LM UA, TM ULM UA0 1110 LLB UM UM LLDa U& TM RES NOW RES NOM MS NOM REST NfJNI► RM NON► REST NOM SPAN RES REM RM REST RES REM SPAN 12 199 230 262 295 328 360 393 12: 13 163 212 233 242 272 303 333 363 13 14 180 135 197 195 225 252 281 309 337 -: 14 1s 151 113 184 164 '210 222 236 262 288 314 1M ts, 119 95 172 174 139 196 189 221 245 246 270 295 1& 17 95 76 161 140 112 185 191 153 208 199 231 249 254 277 1T 1S 77 62 144 114 91 175 156 125 196 203 163 218 205 240 250 262 1& 1% 63 50 129 93 74 164 128 102 186 168 134 207 212 169 227 208 248 1g 2f2' 52 41 117 77 61 148 106 85 177 140 112 197 177 141 216 217 174 236 2111' 2117 45 36 106 67 54 134 93 75 162 123 98 187 156 125 206 192 154 224 2t 22 40 32 96 59 47 122 82 66 148 109 87 174 138 111 196 171 137 214 "22" 21 35 28 88 52 42 111 73 58 135 97 77 159 123 98 183 152 122 205 2M 24 31 25 81 47 37 102 65 52 124 86 69 146 110 88 168 136 109 189 M 25• 28 22 74 41 33 94 58 46 114 77 62 134 99 79 154 122 98 175 2S 26 25 20 69 37 30 87 52 41 10M 69 55 124 89 71 143 110 88 161 2& 27 22 18 64 33 27 81 47 37 98 62 50 115 80 64 132 100 80 150 Zr 28 20 16 59 30 24 75 42 34 91 56 45 1177 72 58 123 90 72 139 2H, 2% 18 14 55 27 22 70 38 30 85 51 41 100 66 52 115 82 66 130 20 30" 16 13 52 25 20 65 35 28 79 46 37 93 60 48 107 75 60 121 3& 31 22 18 61 32 25 74 42 34 87 55 44 100 68 55 113 31^ 32' 20 16 57 29 23 70 39 31 82 50 40 94 62 50 106 32. 33 19 15 54 26 21 85 35 28 77 46 36 88 57 46 100 33S 34 17 13 51 24 19 62 32 26 72 42 33 83 53 42 94 34` 35 22 18 58 30 24 68 39 31 79 49 39 89 3S 38 20 16 55 28 22 65 36 28 74 45 36 84 X 3T 19 15 52 25 20 61 33 26 70 41 33 79 3T 39 23 19 58 31 24 67 38 31 75 39 3% 22 17 55 28 23 63 36 28 71 39 40 1 1 20 16 52 26 21 60 1 33 26 68 1 40 DEPTH° 22 241 28L 281' 30 LLQw LLD? TLW LLD LLa Ttz LLa LLD: Tta LLD LLO' TLD LLD LLD no REM NON/ RM RM RE, NOW RES NOW REM NOM SPW RED REM. RES. RM REM 9PAN� 12. 425 458 491 524 524 12 13 393 423 453 483 483 13 14+ 365 392 421 449 449 14- 14 340 366 393 419 419 1M 16 319 343 368 393 393 186 1T 300 323 347 370 370 1T 181 283 305 327 349 349 it 1M 249 268 289 310 331 331 1S` 20 209 255 247 275 286 295 314 314 20. 21 232 185 243 219 261 255 280 293 299 299 21 22 206 165 232 244 195 250 228 268 262 285 285 22 23 184 147 222 219 175 239 255 204 256 236 273 269 273 23 24 165 132 211 196 157 229 230 184 245 212 262 242 262 24 25 149 119 195 177 141 215 207 166 235 240 192 251 219 251 25 26 134 107 180 160 128 199 188 150 217 217 174 236 199 241 28 27 121 97 167 145 116 184 170 136 202 197 158 219 226 181 232 27 28 110 88 155 132 105 171 155 124 187 180 144 204 206 165 220 28 29 100 80 120 96 160 141 113 175 164 131 190 188 151 205 29 30 91 73 1 1351 109 87 149 129 103 163 150 120 177 173 138 191 30 31 83 67 100 80 140 118 94 153 138 110 166 158 127 179 31 32 76 61 119 92 73 131 108 87 143 126 101 156 146 116 168 32 33 70 56 112 84 67 123 100 80 135 116 93 146 134 107 158 33 34 65 52 105 78 62 116 92 74 127 107 86 138 124 99 149 34 35 60 48 99 72 57 109 85 68 120 99 79 130 115 92 140 35 36 55 44 94 66 53 103 79 63 113 92 73 123 106 85 133 36 37 51 41 89 61 49 98 73 58 107 85 68 116 99 79 126 37 38 47 38 84 57 46 93 68 54 102 79 63 110 92 73 119 38 39 44 35 80 53 42 88 63 50 96 74 59 105 85 68 113 39 40 41 33 76 49 39 84 1 59 47 92 1 69 55 99 80 64 107 :40 Notes: 1. TJI joists are not cambered. 2. Values in shaded area may be increased 711/0 for repetitive member usage if the criteria on page 9.2 is met. 7.11 Sloped Roof Only Allowable Uniform Load(PLF TJI/45S Joist 264 301 339 377 414 452 489 527 565 602 602 ± .. :< 244 278 313 348 383 417 452 486 521 556 556 14�. t 226 258 290 323 355 387 419 451 484 516 516 a 211 241 271 302 331 361 391 421 452 482 482 198 226 254 283 311 339 367 395 424 452 452 186 213 239 266 292 319 345 372 399 425 425 166 201 226 251 276 301 326 351 376 401 401 148 188 214 238 262 285 309 332 357 380 380 128 170 203 226 248 271 293 316 339 361 361 4r �? 112 154 186 - 215 237 258 279 301 323 344 344 98 140 17T 200 226 246 267 287 308 328 328 .m'. 86 128 155 183 210 235 255 274 294 314 314 77 115 143 168 193 218 243 263 282 301 301 68 103 131 155 178 201 224 247 271 289 289 61 92 ;12 42 1Bwf° 711 229 250 272 276 55 83 113 13Z' 152" =' 1 212` 232 252 267 49 75 105 t ., :i , 21& 253 44 67 95 115 149 166 LL 184 201 218 236 40 61 86 107 1 123 139 155 172 188 204 220 36 56 79 100 130 146 161 176 191 206 33 51 72 94 1 185, 179,. 19T.: 30 46 66 88 102' 17W 12& 142 1% 168:: 182_: 42 60 81 W- i33 146 is, 17i,_, 39 55 75 90 102 114 126 138 150 162 36 51 69 85 97 108 119 130 141 153 µ " 33 47 64 81 91 102 113 123 134 145 31 44 59 77 97, 107 117 127 40 55 71 0% 92 lot 11X 120` 1W 38 51 66 7W 8T 911, Im 114 124;- Multiple Span Note: Tables below can be used for two or more span conditions. Use longest span fo1 Parallel TJI Joist sizing. Where ratio of short span to long span is less than .4, contact Technica Sloped Roof Only Representative for assistance. TJV45S Joist 238 278 319 355 390 425 460 496 452 482 482 217 254 292 328 360 392 425 457 417 445 445 200 233 268 304 334 364 395 425 387 413 413 185 216 247 281 312 340 368 396 361 385 385 173 201 230 261 292 319 1 345 372 339 361 361 162 188 215 243 272 300 325 350 319 340 340 152 176 201 228 255 283 307 330 301 321 321 143 166 190 214 239 265 291 313 285 304 304 134 157 179 202 226 250 275 297 271 289 289 122 149 170 192 214 236 260 283 258 275 275 111 140 161 182 203 224 246 269 246 263 263 101 128 154 173 193 213 234 255 235 251 251 93 118 143 165 184 203 223 243 226 241 241 86 108 131 155 176 194 213 232 217 231 231 . ;.: 79 100 121 143 164 186 203 221 208 222 222 73 93 113 132 152 172 192 212 201 214 214 68 86 105 123 142 160 179 197 193 206 206 'ry.; 64 80 98 115 132 149 166 184 187 199 199 �w 59 75 91 107 123 139 155 172 180 192 192 56 70 85 100 115 130 146 161 175 186 186 52 66 80 94 108 122 137 151 165 179 180 49 62 75 88 102 115 128 142 155 168 175 38w•"'£ 46 58 71 83 96 108 121 133 146 159 170 43 55 67 79 90 102 114 126 138 150 162 41 52 63 74 85 97 108 119 130 141 153 39 49 60 70 81 91 102 113 123 134 145 36 47 57 67 77 87 97 107 117 127 137 34 44 54 63 73 82 92 101 111 120 130 31 42 51 60 69 78 87 96 105 114 124 Notes: 1. TJI joists are not cambered.Deflection should be carefully considered for each application. 2. Provisions must be made for positive drainage.Minimum slope= 'i4"per foot. 3. Values in shaded area may be increased 7%for repetitive member usage if the criteria on page 9.2 is met. 6. C5 �`11 / f ADA A t." TJJ 41,-s 'j 1 'S At-1 ALLO-k, q C,2D. JC7 J;A F7 A P 1°� ¢ Il.' PA DA ' 1 Kitchell & Austin 413-256-8.521 Architecture and Community Design Six Main Street, Amherst, Massachusetts 01002 AA -7j 4/t�5 7z—1.v�=r. z�1 P: I ell I r 1 3 - -SPA F 8? T J 111VA f,._..L F LOA: ' WOO p f I Randolph Place 11 . 18 .85 page 2 Section 909 . 3 . 1 The approved fire enclosure of exits and stairs will be continuous through combustible floors , providing an un- broken fire barrier . Section 924. 4 The balcony construction will be similar to the floor construction. Section 926 . 3 . 3 The roof will be Class C. Table 606 - Occupancy Either - Residence at 1 per 200 sq. ft . gross 15 , 400/200 = 77 per floor or 14 apartments per floor at 4 occupants 14x4 = 56 per floor Table 607 Maximum length of exitway travel = 100 feet .As per section 607 . 4 , length of travel is measured from the exitway access entrance . Table 608 - Capacity of exits Capacity per unit width - residential Stairways 75 Doors and Corridors 100 Section 610. 3 Width Minimum stair and cooridor width is 44" or 2 unit widths = 150 to 200 person capacity . Section 610 . 4 . 1 Opening Protectives All apartment entrance doors will be self closing or automatic closing by smoke detector of 1 3/4" solid wood core or equivalent . Section 612 . 3 Door size Apartment entrance doors will be 36" wide by 80" high . Section 519 . 1 Fire Emergency Ventilating System. The corridors will have mechanical ventilating and exhaust systems in accordance with Section 519 . 1 . 3 and as required by Section 519 . 2 . 2 . b . and c . Section 522 . 2 & 3 Sound Transmission Control The walls and floor/ceiling assemblies separating tenants from each other and the corridor will have a minimum STC and IIC ratings of 45 . Section 315 . 1 Accessibility for Handicapped . The main entrance will have a ramp access at a slope of not over 1 in 12 and will provide access to an elevator serving all floors . Kitchell & Austin 413-236-8521 inc. architecture and Community Design Six Main Street, Amherst, ,Massachusetts 01002 November 18, 1985 Building Code Compliance RANDOLPH PLACE Section 209 . 3 Defines Randolph Place as an R 2 Structure Table 305 Type of Construction Protected Frame or 4A Maximum area between fire walls = 10 , 200 less 20% = 8160 sq ft/floc: Randolph Place has 15 , 400 sq . ft . /floor It has been divided into 3 areas between fire walls as follows : NW 4613 sq . ft . Center 4589 sq . ft . SE 6198 sq . ft . The height is 30 feet Table 214 Structural Element Fire Rating Exterior Bearing Walls 1 hour Dwelling Unit Separation 1 hour Interior Bearing Walls 1 hour Floor Construction including beams 1 hour Roof Construction including beams and roof deck 1 hour Fire enclosure of exits and stairs 1 hour Table 214 and Section 907 Fire Walls 2 hours Section 907 . 7 Alternate 2 The wall will terminate at the underside of the r000f deck of non combustibel material four feet on each side of the wall . Section 908 . 3 . 1 Doors in the fire walls will be closed by actuation_- of a smoke detector . Section 915 - Table 915 Two hour fire wall requires 1 . 5 hour rated doors. Section 915 . 5 There will be rate of rise heat actuated devices for doors normally required to be open for ventilation . � f Kitchell & Austin 413-256-8521 - -- - inc. --- - ---- Architecture and Community Design Six Main Street, Amherst, Massachusetts 01002 Addendum to the RANDOLPH PLACE Code Compliance Letter delivered 11 . 20 . 85 The two hour fire wall is NO. WP3910 It consists of staggered 2x4 studs at 16 inches on center on a 2x6 plate . Each side of the wail has a base layer and face layer of 5/8" type X gypsum board with vertical joints staggered and nailed as specified . The elevator shaft will be an 8" concrete block wall providing a two hour fire rating . To : Mr Ulshoeffer Assistant Building Inspector Northampton MA 01060