SMACNA ArchitecturalSheetMetalManual 7thEdition 2012
$187.42
Architectural Sheet Metal Manual, 7th Edition
| Published By | Publication Date | Number of Pages |
| SMACNA | 2012 | 542 |
This completely revised publication contains the most comprehensive set of recommended practices available for proper design and installation of custom-fabricated architectural sheet metal including roof drainage system design for scuppers, gutters and downspouts. Features more details in the historical restoration section on skylights, cornices and spires; new moisture and maintenance guide with underlayments; mechanical fasteners and soldering guidance; and enhanced metals selection data. Offers new construction techniques and alternative methods of design and installation reflecting climatic conditions and rainfall rates. An upfront, fast โlook-upโ key speeds information retrieval. Also covers flashing, metal roofs, copings, gravel-stop fascia. Includes wind uplift pressure test reports confirming superior performance of custom-fabricated metal roofing. Applies to commercial, industrial and residential buildings
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 5 | FOREWORD |
| 6 | ARCHITECTURAL SHEET METAL TASK FORCE |
| 7 | NOTICE TO USERS OF THIS PUBLICATION |
| 10 | CHAPTER RP ROOF PLANS TYPICAL METAL ROOF PLAN Table RP-1 Metal Roof Plan ” Fast Lookup Keys to Architectural Elements |
| 11 | FIGURE RP-1 TYPICAL METAL ROOF PLAN |
| 12 | TYPICAL SHINGLE/TILE/SLATE-ROOF PLAN Table RP-2 Shingle/Tile/Slate-Roof Plan ” Fast Lookup Keys to Architectural Elements |
| 13 | FIGURE RP-2 TYPICAL SHINGLE/TILE/SLATE-ROOF PLAN |
| 17 | TABLE OF CONTENTS |
| 31 | CHAPTER 1 ROOF DRAINAGE SYSTEMS DESIGN OF ROOF DRAINAGE SYSTEMS Table 1-1 Design Areas for Pitched Roofs |
| 32 | Table 1-2 Rainfall Data and Drainage Factors |
| 33 | Table 1-2 Rainfall Data and Drainage Factors (Continued) |
| 34 | Table 1-3 Dimensions of Standard Downspouts |
| 35 | GUTTER SIZING |
| 36 | Table 1-4 Sloped Roof Gutters Maximum Roof Area for Gutters |
| 37 | CHART 1-1 WIDTH OF RECTANGULAR GUTTERS FOR GIVEN ROOF AREAS AND RAINFALL INTENSITIES |
| 38 | CHART 1-2 HALF ROUND GUTTER SELECTION WIDTH REQUIRED FOR GIVEN ROOF AREAS AND RAINFALL INTENSITIES |
| 40 | RECTANGULAR GUTTER DESIGN |
| 41 | Table 1-5 Recommended Minimum Gages For Gutter FIGURE 1-1 RECTANGULAR GUTTER DESIGN |
| 42 | RECTANGULAR GUTTER STYLES |
| 43 | FIGURE 1-2 RECTANGULAR GUTTER STYLES |
| 44 | MANUFACTURED HALF ROUND AND OGEE GUTTERS |
| 45 | FIGURE 1-3 MANUFACTURED HALF ROUND AND OGEE GUTTERS |
| 46 | BUILT-IN GUTTER DESIGN |
| 47 | FIGURE 1-4 BUILT-IN GUTTER DESIGN |
| 48 | Table 1-6 Maximum Distance Between Expansion Joint And Downspout In Feet (Meters) For Built-In Gutter |
| 50 | ALLOWANCES FOR GUTTER EXPANSION Table 1-7 Installation Values For โEโย of Figures 1-5, 1-6, 1-7, 1-8, 1-9 and 1-10 |
| 51 | FIGURE 1-5 ALLOWANCES FOR GUTTER EXPANSION |
| 52 | LAP TYPE GUTTER EXPANSION JOINT |
| 53 | FIGURE 1-6 LAP TYPE GUTTER EXPANSION JOINT |
| 54 | BUTT TYPE GUTTER EXPANSION JOINT |
| 55 | FIGURE 1-7 BUTT TYPE GUTTER EXPANSION JOINT |
| 56 | BUILT-IN GUTTER EXPANSION JOINT |
| 57 | FIGURE 1-8 BUILT-IN GUTTER EXPANSION JOINT |
| 58 | BUILT-IN GUTTER EXPANSION JOINT โ AT WALL |
| 59 | FIGURE 1-9 BUILT-IN GUTTER EXPANSION JOINT โ AT WALL |
| 60 | BUILT-IN EXPANSION JOINT โ HEAVY GAGE GUTTER |
| 61 | FIGURE 1-10 BUILT-IN EXPANSION JOINT โ HEAVY GAGE GUTTER |
| 62 | COMBINATION SCUPPER AND GUTTER |
| 63 | FIGURE 1-11 COMBINATION SCUPPER AND GUTTER |
| 64 | HANGING GUTTER INSTALLATIONS โ (GENERAL) HANGING GUTTER INSTALLATIONS โ GENERAL Table 1-8 Recommended Sizes โ Gutter Brackets or Straps |
| 65 | FIGURE 1-12 HANGING GUTTER INSTALLATIONS โ GENERAL |
| 66 | HANGING GUTTER INSTALLATIONS โ BRACKET SUPPORT |
| 67 | FIGURE 1-13 HANGING GUTTER INSTALLATIONS โ BRACKET SUPPORT |
| 68 | HANGING GUTTER INSTALLATIONS โ ALTERNATE SUPPORTS |
| 69 | FIGURE 1-14 HANGING GUTTER INSTALLATIONS โ ALTERNATE SUPPORTS |
| 70 | CONCEALED HANGING GUTTERS |
| 71 | FIGURE 1-15 CONCEALED HANGING GUTTERS |
| 72 | HANGING GUTTER INSTALLATIONS โ HEAVY GUTTER |
| 73 | FIGURE 1-16 HANGING GUTTER INSTALLATIONS โ HEAVY GUTTER |
| 74 | HANGING GUTTER INSTALLATIONS โ SLOPED ROOF |
| 75 | FIGURE 1-17 HANGING GUTTER INSTALLATIONS โ SLOPED ROOF |
| 76 | HANGING GUTTER INSTALLATIONS โ SLOPED ROOF |
| 77 | FIGURE 1-18 HANGING GUTTER INSTALLATIONS โ SLOPED ROOF |
| 78 | HANGING GUTTER INSTALLATIONS โ SLOPED ROOF |
| 79 | FIGURE 1-19 HANGING GUTTER INSTALLATIONS โ SLOPED ROOF |
| 80 | HANGING GUTTER INSTALLATIONS โ HALF ROUND |
| 81 | FIGURE 1-20 HANGING GUTTER INSTALLATIONS โ HALF ROUND |
| 82 | BUILT-IN GUTTER INSTALLATION |
| 83 | FIGURE 1-21 BUILT-IN GUTTER INSTALLATION |
| 84 | WATER DIVERTER DESIGN AND INSTALLATION |
| 85 | FIGURE 1-22 WATER DIVERTER DESIGN AND INSTALLATION |
| 86 | BUILT-IN GUTTER INSTALLATION |
| 87 | FIGURE 1-23 BUILT-IN GUTTER INSTALLATION |
| 88 | GUTTER ACCESSORIES โ SCREENS AND OUTLETS |
| 89 | FIGURE 1-24 GUTTER ACCESSORIES โ SCREENS AND OUTLETS |
| 90 | CONDUCTOR HEADS โ TYPICAL |
| 91 | FIGURE 1-25 CONDUCTOR HEADS โ TYPICAL |
| 92 | SCUPPER DESIGN AND INSTALLATION |
| 93 | FIGURE 1-26 SCUPPER DESIGN AND INSTALLATION |
| 94 | SCUPPER DESIGN AND INSTALLATION |
| 95 | FIGURE 1-27 SCUPPER DESIGN AND INSTALLATION |
| 96 | SCUPPER โ THROUGH FASCIA WITH CONDUCTOR HEAD |
| 97 | FIGURE 1-28 SCUPPER โ THROUGH FASCIA WITH CONDUCTOR HEAD |
| 98 | SCUPPER โ DESIGN AND INSTALLATION |
| 99 | FIGURE 1-29 SCUPPER โ DESIGN AND INSTALLATION |
| 100 | SCUPPER โ OVERFLOW TYPE โ DESIGN AND INSTALLATION |
| 101 | FIGURE 1-30 SCUPPER โ OVERFLOW TYPE โ DESIGN AND INSTALLATION |
| 102 | DOWNSPOUTS MANUFACTURED Table 1-9 Dimensions and Minimum Gages of Standard Downspouts |
| 103 | FIGURE 1-31 DOWNSPOUTS – MANUFACTURED |
| 104 | DOWNSPOUTS โ SHOP FABRICATED |
| 105 | FIGURE 1-32 DOWNSPOUTS โ SHOP FABRICATED |
| 106 | DOWNSPOUT โ GUTTER CONNECTIONS |
| 107 | FIGURE 1-33 DOWNSPOUT โ GUTTER CONNECTIONS |
| 108 | DOWNSPOUTS – HANGER DESIGN |
| 109 | FIGURE 1-34 DOWNSPOUTS – HANGER DESIGN |
| 110 | SHOP-FABRICATED DOWNSPOUT HANGERS |
| 111 | FIGURE 1-35 SHOP-FABRICATED DOWNSPOUT HANGERS |
| 112 | SPLASH PAN |
| 113 | FIGURE 1-36 SPLASH PAN |
| 114 | FORMED ROOF SUMPS |
| 115 | FIGURE 1-37 FORMED ROOF SUMPS |
| 116 | ROOF DRAINS |
| 117 | FIGURE 1-38 ROOF DRAINS |
| 121 | CHAPTER 2 ROOF EDGING AND PERIMETERS ROOF EDGING AND PERIMETERS โ DESIGN DATA |
| 123 | FIGURE 2-1 FORMED GRAVEL-STOP”FASCIA โ DESIGN DATA |
| 124 | Table 2-1 Gravel-Stop and Cap Fascia Design |
| 125 | FIGURE 2-2 FORMED GRAVEL-STOP”FASCIA โ DESIGN DATA |
| 126 | FIGURE 2-3 ROOF-FASCIA-SOFFIT TRANSITIONS |
| 127 | FIGURE 2-4 FASCIA AND SOFFIT DESIGN DATA |
| 128 | FORMED GRAVEL-STOP”FASCIA โ JOINT SYSTEMS |
| 129 | FIGURE 2-5 FORMED GRAVEL-STOP”FASCIA โ JOINT SYSTEMS |
| 130 | CAP FASCIA”INSTALLATION |
| 131 | FIGURE 2-6 CAP FASCIA – INSTALLATION |
| 132 | FORMED GRAVEL-STOP”FASCIA โ SOFFIT INSTALLATION |
| 133 | FIGURE 2-7 FORMED GRAVEL-STOP”FASCIA โ SOFFIT INSTALLATION |
| 134 | FORMED GRAVEL-STOP RECESSED”INSTALLATION |
| 135 | FIGURE 2-8 FORMED GRAVEL-STOP RECESSED – INSTALLATION |
| 136 | HEAVY-GAGE FORMED GRAVEL”STOP”FASCIA INSTALLATION |
| 137 | FIGURE 2-9 HEAVY-GAGE FORMED GRAVEL-STOP”FASCIA โ INSTALLATION |
| 138 | HEAVY-GAGE GRAVEL-STOP”FASCIA โ JOINTS AND CORNERS |
| 139 | FIGURE 2-10 HEAVY-GAGE GRAVEL-STOP”FASCIAโJOINTS AND CORNERS |
| 140 | HEAVY-GAGE GRAVEL-STOP”FASCIA โ INSTALLATIONS |
| 141 | FIGURE 2-11 HEAVY-GAGE GRAVEL-STOP”FASCIA โ INSTALLATIONS |
| 142 | ROOF PAVER RETENTION |
| 143 | FIGURE 2-12 ROOF PAVER RETENTION |
| 144 | ROOF MEMBRANE PROTECTION |
| 145 | FIGURE 2-13 ROOF MEMBRANE PROTECTION |
| 146 | ROOF PAVER SYSTEMS ” OUTER EDGE |
| 147 | FIGURE 2-14 ROOF PAVER SYSTEMS ” OUTER EDGE |
| 148 | ROOF PAVER SYSTEMS ” EDGE RETENTION |
| 149 | FIGURE 2-15 ROOF PAVER SYSTEMS ” EDGE RETENTION |
| 150 | ROOF PAVER SYSTEMS ” SCUPPER DRAIN |
| 151 | FIGURE 2-16 ROOF PAVER SYSTEMS ” SCUPPER DRAIN |
| 155 | CHAPTER 3 COPINGS FORMED METAL COPINGS โ DESIGN DATA |
| 156 | FIGURE 3-1 FORMED METAL COPINGS โ DESIGN DATA |
| 157 | Table 3-1 Coping Design |
| 158 | SUPPLEMENTAL DESIGN DATA FOR TABLE 3″1 |
| 159 | LOCKS AND SEAMS DESIGN DATA |
| 160 | FIGURE 3-2 LOCKS AND SEAMS DESIGN DATA |
| 161 | FIGURE 3-3 LOCKS AND SEAMS DESIGN DATA |
| 162 | FORMED METAL COPINGS โ TYPICAL PROFILES |
| 163 | FIGURE 3-4 FORMED METAL COPINGS โ TYPICAL PROFILES |
| 164 | FORMED METAL COPINGS โ CURVED |
| 165 | FIGURE 3-5 FORMED METAL COPINGS โ CURVED |
| 166 | FORMED METAL COPINGS โ WITH FLASHING |
| 167 | FIGURE 3-6 FORMED METAL COPINGS โ WITH FLASHING |
| 168 | FORMED METAL COPINGS AND RELIEF JOINT |
| 169 | FIGURE 3-7 FORMED METAL COPINGS AND RELIEF JOINT |
| 170 | FORMED METAL COPINGS โ DUAL WALLS |
| 171 | FIGURE 3-8 FORMED METAL COPINGS โ DUAL WALLS |
| 172 | PARAPET WALL COVERING |
| 173 | FIGURE 3-9 PARAPET WALL COVERING |
| 177 | CHAPTER 4 FLASHING THROUGH-WALL FLASHING (GENERAL) |
| 178 | THROUGH-WALL FLASHING โ INSTALLATION FIGURE 4-1 THROUGH-WALL FLASHING โ INSTALLATION |
| 179 | THROUGH-WALL FLASHING โ CAVITY WALL FIGURE 4-2 THROUGH-WALL FLASHING โ CAVITY WALL |
| 180 | THROUGH-WALL FLASHING โ INSTALLATION”AT COPING |
| 181 | FIGURE 4-3 THROUGH-WALL FLASHING โ INSTALLATION-AT COPING |
| 182 | COUNTER FLASHING SYSTEMS (GENERAL) COUNTER FLASHING SYSTEMS โ INSTALLATION |
| 183 | FIGURE 4-4 COUNTER FLASHING SYSTEMS โ INSTALLATION |
| 184 | COUNTER FLASHING SYSTEMS โ INSTALLATION |
| 185 | FIGURE 4-5 COUNTER FLASHING SYSTEMS โ INSTALLATION |
| 186 | COUNTER FLASHING SYSTEMS โ INSTALLATION |
| 187 | FIGURE 4-6 COUNTER FLASHING SYSTEMS โ INSTALLATION |
| 188 | COUNTER FLASHING SYSTEMS โ INSTALLATION |
| 189 | FIGURE 4-7 COUNTER FLASHING SYSTEMS โ INSTALLATION |
| 190 | BASE AND COUNTER FLASHING SYSTEMS โ INSTALLATION |
| 191 | FIGURE 4-8 BASE AND COUNTER FLASHING SYSTEMS โ INSTALLATION |
| 192 | COUNTER FLASHING SYSTEMS โ INSTALLATION |
| 193 | FIGURE 4-9 COUNTER FLASHING SYSTEMS โ INSTALLATION |
| 194 | VALLEY FLASHING INSTALLATION |
| 195 | FIGURE 4-10 VALLEY FLASHING INSTALLATION |
| 196 | VALLEY FLASHING INSTALLATION |
| 197 | FIGURE 4-11 VALLEY FLASHING INSTALLATION |
| 198 | HIP AND RIDGE FLASHING |
| 199 | FIGURE 4-12 HIP AND RIDGE FLASHING |
| 200 | RIDGE FLASHING AT MANSARD ROOF |
| 201 | FIGURE 4-13 RIDGE FLASHING AT MANSARD ROOF |
| 202 | CHIMNEY FLASHING |
| 203 | FIGURE 4-14 CHIMNEY FLASHING |
| 204 | CHIMNEY FLASHING (STUCCO) |
| 205 | FIGURE 4-15 CHIMNEY FLASHING (STUCCO) |
| 206 | LEDGE FLASHING |
| 207 | FIGURE 4-16 LEDGE FLASHING |
| 208 | DORMER-HEAD”SILL FLASHING FOR FRAME CONSTRUCTION |
| 209 | FIGURE 4-17 DORMER-HEAD”SILL FLASHING FOR FRAME CONSTRUCTION |
| 210 | SHINGLE ROOF FLASHING |
| 211 | FIGURE 4-18 SHINGLE ROOF FLASHING |
| 212 | TERMITE SHIELDS |
| 213 | FIGURE 4-19 TERMITE SHIELDS |
| 217 | CHAPTER 5 BUILDING EXPANSION BUILDING EXPANSION JOINTS (GENERAL) |
| 218 | BUILDING EXPANSION JOINTS โ ROOF |
| 219 | FIGURE 5-1 BUILDING EXPANSION JOINTS โ ROOF |
| 220 | EXPANSION JOINT INTERSECTION |
| 221 | FIGURE 5-2 EXPANSION JOINT INTERSECTION |
| 222 | BUILDING EXPANSION JOINTS โ ROOF AT GRAVEL-STOP |
| 223 | FIGURE 5-3 BUILDING EXPANSION JOINTS โ ROOF AT GRAVEL-STOP |
| 224 | BUILDING EXPANSION JOINTS โ ROOF |
| 225 | FIGURE 5-4 BUILDING EXPANSION JOINTS โ ROOF |
| 226 | BUILDING EXPANSION JOINTS โ ROOF |
| 227 | FIGURE 5-5 BUILDING EXPANSION JOINTS โ ROOF |
| 228 | BUILDING EXPANSION JOINTS โ ROOF”TO”WALL |
| 229 | FIGURE 5-6 BUILDING EXPANSION JOINTS โ ROOF”TO”WALL |
| 230 | BUILDING EXPANSION JOINTS โ WALL |
| 231 | FIGURE 5-7 BUILDING EXPANSION JOINTS โ WALL |
| 232 | BUILDING EXPANSION JOINTS โ IN SLABS |
| 233 | FIGURE 5-8 BUILDING EXPANSION JOINTS โ IN SLABS |
| 237 | CHAPTER 6 METAL ROOF SYSTEMS SUMMARY OF DESIGN GUIDELINES FOR METAL WALL AND ROOF SYSTEMS |
| 240 | METAL SIDING AND ROOFING COMMENTARY MECHANICAL VERSUS HAND SEAMING AND METAL THICKNESS PORTABLE ROLL FORMERS PREPAINTED METALS COMMENTARY |
| 242 | ROOF SUPPORT SYSTEMS TRANSVERSE SEAMS |
| 243 | FIGURE 6-1 ROOF SUPPORT SYSTEMS |
| 244 | METAL ROOF DECK โ TYPICAL PROFILES |
| 245 | FIGURE 6-2 METAL ROOF DECK โ TYPICAL PROFILES |
| 246 | FLAT SEAM ROOFS |
| 247 | FIGURE 6-3 FLAT SEAM ROOFS |
| 248 | CURVED-FLAT SEAM DORMER ROOF |
| 249 | FIGURE 6-4 CURVED-FLAT SEAM DORMER ROOF |
| 250 | STANDING SEAM ROOFS Table 6-1 Gage and Pan Widths for Standing Seam Roofs |
| 251 | FIGURE 6-5 STANDING SEAM ROOFS |
| 252 | FIGURE 6-6 STANDING SEAM ROOFS |
| 253 | FIGURE 6-7 STANDING SEAM ROOFS |
| 254 | BATTEN SEAM ROOFS |
| 255 | FIGURE 6-8 BATTEN SEAM ROOFS |
| 256 | FIGURE 6-9 BATTEN SEAM ROOFS |
| 257 | FIGURE 6-10 BATTEN SEAM ROOFS |
| 258 | BERMUDA TYPE ROOFS Table 6-2 Recommended Gages and Pan Widths for Bermuda Roofs |
| 259 | FIGURE 6-11 BERMUDA TYPE ROOFS |
| 260 | FIGURE 6-12 BERMUDA TYPE ROOFS |
| 261 | FIGURE 6-13 BERMUDA TYPE ROOFS |
| 262 | ROOF TRANSITIONS |
| 263 | FIGURE 6-14 ROOF TRANSITIONS |
| 264 | METAL ROOF EAVES |
| 265 | FIGURE 6-15 METAL ROOF EAVES CONDITIONS |
| 266 | EAVES WITH ICE DAMS |
| 267 | FIGURE 6-16 EAVES WITH ICE DAMS |
| 268 | VENTED AND NON-VENTED RIDGE CAPS |
| 269 | FIGURE 6-17 VENTED AND NON-VENTED RIDGE CAPS |
| 270 | GABLE AND RAKE FLASHING |
| 271 | FIGURE 6-18 GABLE AND RAKE FLASHING |
| 272 | MANSARD ROOFS AND EQUIPMENT SCREENS |
| 273 | FIGURE 6-19 MANSARD ROOFS AND EQUIPMENT SCREENS |
| 274 | MANSARD ROOFS |
| 275 | FIGURE 6-20 MANSARD ROOFS |
| 276 | WINDOW (BAY) AND ORNAMENTAL ROOFS |
| 277 | FIGURE 6-21 WINDOW (BAY) AND ORNAMENTAL ROOFS |
| 278 | DOMES AND CONICAL ROOFS |
| 279 | FIGURE 6-22 DOMES AND CONICAL ROOFS |
| 280 | METAL ROOF PANEL EXPANSION AND CONTRACTION |
| 281 | FIGURE 6-23 METAL ROOF PANEL EXPANSION AND CONTRACTION |
| 284 | CHAPTER 7 METAL WALLS FIGURE 7-1 WALL SYSTEM FEATURES |
| 285 | FIGURE 7-2 WALL SYSTEM FEATURES |
| 286 | FIGURE 7-3 WALL SYSTEM FEATURES |
| 287 | FIGURE 7-4 METAL SIDING AND ROOFING โ TYPICAL PROFILES |
| 288 | HEAD, SOFFIT, AND SILL FLASHING |
| 289 | FIGURE 7-5 HEAD, SOFFIT, AND SILL FLASHING |
| 290 | WALL TO ROOF FLASHING |
| 291 | FIGURE 7-6 WALL TO ROOF FLASHING |
| 292 | METAL WALL PARAPET |
| 293 | FIGURE 7-7 METAL WALL PARAPET |
| 294 | WALL PANEL CORNERS |
| 295 | FIGURE 7-8 WALL PANEL CORNERS |
| 296 | WALL PANEL CORNERS |
| 297 | FIGURE 7-9 WALL PANEL CORNERS |
| 301 | CHAPTER 8 WALL AND ROOF PENETRATIONS ROOF PANEL PENETRATIONS โ GENERAL |
| 302 | ROOF PANEL PENETRATION |
| 303 | FIGURE 8-1 ROOF PANEL PENETRATION |
| 304 | ROOF PANEL PENETRATION |
| 305 | FIGURE 8-2 ROOF PANEL PENETRATION |
| 306 | ROOF PANEL PENETRATION |
| 307 | FIGURE 8-3 ROOF PANEL PENETRATION |
| 308 | WALL PENETRATION FLASHING |
| 309 | FIGURE 8-4 WALL PENETRATION FLASHING |
| 310 | WALL PENETRATION FLASHING |
| 311 | FIGURE 8-5 WALL PENETRATION FLASHING |
| 312 | WALL PENETRATION FLASHING |
| 313 | FIGURE 8-6 WALL PENETRATION FLASHING |
| 314 | WALL PENETRATION FLASHING |
| 315 | FIGURE 8-7 WALL PENETRATION FLASHING |
| 316 | ROOF PENETRATION FLASHING ” PIPES |
| 317 | FIGURE 8-8 ROOF PENETRATION FLASHING – PIPES |
| 318 | ROOF PENETRATION FLASHING โ PIPES |
| 319 | FIGURE 8-9 ROOF PENETRATION FLASHING โ PIPES |
| 320 | ROOF PENETRATION FLASHING โ STRUCTURAL STEEL |
| 321 | FIGURE 8-10 ROOF PENETRATION FLASHING โ STRUCTURAL STEEL |
| 322 | EQUIPMENT SUPPORT FLASHING Table 8-1 Rooftop Equipment Elevation |
| 323 | FIGURE 8-11 EQUIPMENT SUPPORT FLASHING |
| 324 | SLOPING ROOF PENETRATION FLASHING |
| 325 | FIGURE 8-12 SLOPING ROOF PENETRATION FLASHING |
| 328 | CHAPTER 9 LOUVERS, SCREENS AND SKYLIGHTS FORMED LOUVERS โ STATIONARY |
| 329 | FIGURE 9-1 FORMED LOUVERS โ STATIONARY |
| 330 | FORMED LOUVERS โ STATIONARY Table 9-1 Louver Blade and Frame Construction Details |
| 331 | FIGURE 9-2 FORMED LOUVERS โ STATIONARY |
| 332 | FORMED LOUVERS โ ADJUSTABLE |
| 333 | FIGURE 9-3 FORMED LOUVERS โ ADJUSTABLE |
| 334 | FORMED LOUVERS โ ADJUSTABLE |
| 335 | FIGURE 9-4 FORMED LOUVERS โ ADJUSTABLE |
| 336 | EXTRUDED LOUVERS |
| 337 | FIGURE 9-5 EXTRUDED LOUVERS |
| 338 | LOUVER MULLION COVERS |
| 339 | FIGURE 9-6 LOUVER MULLION COVERS |
| 340 | LOUVER SCREENS |
| 341 | FIGURE 9-7 LOUVER SCREENS |
| 342 | LOUVERED ENCLOSURES |
| 343 | FIGURE 9-8 LOUVERED ENCLOSURES |
| 344 | LOUVERED PENTHOUSE |
| 345 | FIGURE 9-9 LOUVERED PENTHOUSE |
| 346 | SUNSHADE โ LOUVERED |
| 347 | FIGURE 9-10 SUNSHADE โ LOUVERED |
| 348 | SUNSHADE CANOPY |
| 349 | FIGURE 9-11 SUNSHADE CANOPY |
| 350 | PLASTIC SKYLIGHTS |
| 351 | FIGURE 9-12 PLASTIC SKYLIGHTS |
| 352 | FIGURE 9-13 LOUVER FREE AREA CALCULATION |
| 354 | CHAPTER 10 INTERIOR ARCHITECTURAL SHEET METAL ELEMENTS COLUMN COVERS |
| 355 | FIGURE 10-1 COLUMN COVERS |
| 356 | CORNER GUARDS |
| 357 | FIGURE 10-2 CORNER GUARDS |
| 358 | INTERIOR WALL LINING |
| 359 | FIGURE 10-3 INTERIOR WALL LINING |
| 360 | PARTITION AND COLUMN CLOSURES AND MULLION COVERS |
| 361 | FIGURE 10-4 PARTITION AND COLUMN CLOSURES AND MULLION COVERS |
| 362 | PLANTER BOX LINERS |
| 363 | FIGURE 10-5 PLANTER BOX LINERS |
| 364 | DRAPERY POCKETS |
| 365 | FIGURE 10-6 DRAPERY POCKETS |
| 366 | LIGHTING TROUGHS |
| 367 | FIGURE 10-7 LIGHTING TROUGHS |
| 368 | HOODS โ ORNAMENTAL |
| 369 | FIGURE 10-8 HOODS โ ORNAMENTAL |
| 370 | LINEN AND TRASH CHUTES |
| 371 | FIGURE 10-9 LINEN AND TRASH CHUTES |
| 374 | CHAPTER 11 OTHER METAL ELEMENTS ROOF SCUTTLES |
| 375 | FIGURE 11-1 ROOF SCUTTLES |
| 376 | SMOKE HATCHES |
| 377 | FIGURE 11-2 SMOKE HATCHES |
| 378 | CURTAINS โ DRAFT OR FIRE |
| 379 | FIGURE 11-3 CURTAINS โ DRAFT OR FIRE |
| 380 | CORNERSTONE BOXES |
| 381 | FIGURE 11-4 CORNERSTONE BOXES |
| 382 | SNOW GUARDS |
| 383 | FIGURE 11-5 SNOW GUARDS |
| 384 | SNOW RETENTION SYSTEM COMMENTARY |
| 387 | CHAPTER 12 HISTORICAL RESTORATION HISTORY OF METALS IN ARCHITECTURE |
| 388 | ARCHITECTURAL SHEET METAL’S ROLE IN SUSTAINABILITY |
| 389 | SUMMARY OF HISTORIC RESTORATION OF ARCHITECTURAL SHEET METAL |
| 390 | HISTORIC PRESERVATION PRE-QUALIFICATION SPECIAL QUALIFICATION REQUIREMENTS |
| 392 | HISTORIC PRESERVATION CONTRACTOR PERSONNEL EXPERIENCE QUALIFICATION FORM |
| 393 | HISTORIC PRESERVATION QUALIFICATIONS FORM |
| 394 | HISTORIC METAL SHINGLE ROOFS RESTORATION AND REHABILITATION |
| 395 | CORNICE RESTORATION |
| 396 | CORNICE ASSEMBLY AT PARAPET |
| 397 | FIGURE 12-1 CORNICE ASSEMBLY AT PARAPET |
| 398 | CORNICE ASSEMBLY WITH GUTTER |
| 399 | FIGURE 12-2 CORNICE ASSEMBLY WITH GUTTER |
| 400 | FORMED SKYLIGHTS |
| 401 | FIGURE 12-3 FORMED SKYLIGHTS |
| 402 | FORMED SKYLIGHT-MUTIN |
| 403 | FIGURE 12-4 FORMED SKYLIGHT-MUTIN |
| 404 | SPIRES |
| 405 | FIGURE 12-5 SPIRES |
| 406 | CUPOLA/DOME/SPIRE (CDS) RESTORATION AND REHABILITATION ASSESSMENT |
| 407 | REHABILITATION/REPLACEMENT |
| 410 | PRESSED OR REPOUSSE REPLICATION AND REHABILITATION OF AESTHETIC METAL ELEMENTS |
| 411 | REHABILITAION OF AESTHETIC METAL ORNAMENTATION |
| 413 | FIGURE 12-6 CUPOLAS |
| 414 | FIGURE 12-7 COPPER DOME |
| 417 | APPENDIX A THICKNESS AND WEIGHT OF SHEET METALS A.1 THICKNESS AND WEIGHT OF SHEET METALS Table A-1 Thickness and Weight of Galvanized and Black Iron |
| 418 | Table A-2 Thickness and Weight of Copper Table A-3 Nominal Weight of Lead or Zinc-Coated Copper Sheet |
| 419 | Table A-4 Thickness and Weight of Stainless Steel |
| 420 | Table A-5 Thickness and Weight of Aluminum |
| 421 | Table A-6 Thickness and Weight of Zinc-Tin Alloy Table A-7 Thickness and Weight of Sheet Lead |
| 422 | Table A-8 Expansion of Building Materials |
| 423 | Table A-9 Metric Conversion Charts Inches into Millimeters and Feet to Meters |
| 427 | APPENDIX B METALS APPLICATION AND SPECIFICATIONS REFERENCES B.1 ALUMINUM |
| 428 | B.2 COPPER AND LEAD COATED COPPER |
| 429 | B.3 LEAD |
| 430 | B.4 GALVANIZED STEEL |
| 431 | B.5 STAINLESS STEEL |
| 434 | B.6 ZINC-TIN ALLOY |
| 435 | B.7 TERNE COATED STAINLESS |
| 436 | B.8 ZINC |
| 437 | B.9 ANODIZING B.10 PORCELAINS |
| 438 | B.11 SILICONIZED ACRYLIC AND POLYESTER PAINTS B.12 POLYURETHANES B.13 FLUOROPOLYMERS B.14 POWDERED METAL COATINGS |
| 441 | APPENDIX C GALVANIC CORROSION C.1 GALVANIC SCALE |
| 445 | APPENDIX D SHEET METAL ROOF TEST REPORT D.1 INTRODUCTION D.2 METAL ROOF DESCRIPTION |
| 447 | D.3 CONCLUSIONS |
| 448 | FIGURE D-1 SHEET METAL ROOF TEST REPORT |
| 449 | FIGURE D-2 SHEET METAL ROOF TEST REPORT |
| 450 | FIGURE D-3 SHEET METAL ROOF TEST REPORT |
| 451 | FIGURE D-4 SHEET METAL ROOF TEST REPORT |
| 455 | APPENDIX E CUSTOM FABRICATED METAL ROOFING SPECIFICATIONS E.1 DESCRIPTION E.2 QUALITY ASSURANCE |
| 457 | E.3 PERFORMANCE AND TESTING |
| 458 | E.4 SUBMITTALS |
| 459 | E.5 MATERIAL ” THICKNESS ” FINISHES |
| 462 | E.6 FABRICATION |
| 463 | E.7 IDENTIFICATION, DELIVERY, STORAGE AND HANDLING OF MATERIALS |
| 464 | E.8 INSTALLATION |
| 465 | E.9 ACCEPTANCE AND CLEAN UP |
| 469 | APPENDIX F MOISTURE AND MAINTENANCE OF BUILDING ENVELOPES F.1 MOISTURE TRANSFER METHODS F.2 CONTROLS AT THE DESIGN STAGE |
| 470 | F.3 UNDERLAYMENT COMMENTARY |
| 472 | F.4 GENERAL GUIDELINES FOR UNDERLAYMENT SELECTION |
| 473 | F.5 AIR LEAKAGE Table F-1 General Guidelines for Roof Underlayment Selection1 |
| 474 | F.6 DIRECTION OF LAPS F.7 DEHUMIDIFICATION F.8 INVESTIGATING MOISTURE PROBLEMS FROM A MAINTENANCE STANDPOINT |
| 475 | F.9 REPLACING AND REPAIRING F.10 OTHER THINGS TO LOOK FOR F.11 DESIGN DOCUMENT REFERENCES |
| 479 | APPENDIX G SCUPPER SIZING G.1 SCUPPER SIZING PROCEDURES: |
| 481 | Table G-1 Scupper Capacity In Gallons per Minute (GPM) Table G-1M Scupper Capacity in Liters per Second (l/s) |
| 482 | Table G-2 Downspout Leader Capacity FIGURE G”1 WEIR |
| 485 | APPENDIX H SMACNA REPRINTS 1929 STANDARD |
| 493 | APPENDIX I ADDITIONAL INFORMATIONAL PUBLICATIONS |
| 499 | APPENDIX J MECHANICAL FASTENERS J.1 MECHANICAL FASTENERS J.2 NAILS FIGURE J-1 NAIL SHANK TYPES |
| 500 | FIGURE J-2 NAIL POINTS FIGURE J-3 NAIL SHAPES |
| 501 | FIGURE J-4 NAIL SIZES |
| 502 | J.3 SCREWS FIGURE J-5 BUTRESS AND STANDARD THREAD SCREW SHANKS |
| 503 | FIGURE J-6 SCREW WITHDRAWAL RESISTANCE FIGURE J-7 ADDITIONAL SCREW INFORMATION |
| 504 | FIGURE J-8 SCREW POINTS FIGURE J-9 SELF-DRILLING AND SELF-TAPPING SCREW FUNCTION PHASES |
| 505 | FIGURE J-10 SCREW HEAD SHAPES |
| 506 | J.4 FASTENER EVALUATION |
| 509 | APPENDIX K SOLDERING K.1 SOLDERING |
| 510 | K.2 INSTALLER PREQUALIFICATION PROCEDURE FIGURE K-1 THE GREATEST USABLE HEAT IS AT THE LARGEST PART OF THE TINNED AREA |
| 515 | APPENDIX L ARCHITECTURAL FASCIA AND COPING WIND TESTS REPORT L.1 STRI WIND UPLIFT TESTING COPINGS AND FASCIA L.2 USING THIS TRB |
| 516 | L.3 USING THIS TRB L.4 MEMBRANE AND ATTACHMENT REQUIREMENTS FOR FASCIA Table 5 ” Minimum Metal Thickness for Flatness |
| 517 | ANS/SPRI ES1 2003 PERFORMANCE TEST REPORT |
| 523 | FIGURE L-1 FORMED METAL COPINGS โ DESIGN DATA |
| 524 | FIGURE L-2 FORMED GRAVEL-STOP-FASCIA – DESIGN DATA |
| 527 | APPENDIX M GENERAL GUIDE TO JOINT SEALANTS FOR ARCHITECTS |
| 539 | APPENDIX N FORMER COMMITTEE MEMBERS AND OTHER CONTRIBUTORS* |
