Construction Details Sections DWG Section for AutoCAD

Construction , section , elevation

Drawing labels, details, and other text information extracted from the CAD file:

threaded rod, steel clip fasten to frp balustrade and post, steel clip fasten to frp tap con to brick cornerstone, provide block support as necessary, base binding embed in or anchor to roof tap con, balustrade rail cap, balustrade rail, threaded rod, baluster, threaded rod, baluster, balustrade rail cap, balustrade rail, steel clip fasten to frp balustrade and post, rail to post at ship lap, base binding embed in or anchor to roof tap con, screw post into wood block framing, scale:, date:, drawn by:, dwg. no., dwg. title:, date:, scale:, chk by:, path:, rev:, desc.:, sheet, armstrong is not licensed to provide professional architecture or engineering design services., compliance with all legal requirements., advised to consult with duly licensed architect or engineer in the particular locale of the installation to assure, the drawings for particular installation or their fitness for particular purpose., armstrong does not and assumes no liability for the accuracy or completeness of, applicable for particular installation., local building rules and regulations that may be, they are not substitute for an architect’s or engineer’s plan and do not reflect the unique requirements of, these drawings show typical conditions in which the armstrong product depicted is installed., ceiling systems armstrong world inc. pa phone:, field verify all conditions and dimensions, drywall grid interface of main beam and cross tee, scale:, date:, drawn by:, dwg. no., dwg. title:, date:, scale:, chk by:, path:, rev:, desc.:, sheet, armstrong is not licensed to provide professional architecture or engineering design services., compliance with all legal requirements., advised to consult with duly licensed architect or engineer in the particular locale of the installation to assure, the drawings for particular installation or their fitness for particular purpose., armstrong does not and assumes no liability for the accuracy or completeness of, applicable for particular installation., local building rules and regulations that may be, they are not substitute for an architect’s or engineer’s plan and do not reflect the unique requirements of, these drawings show typical conditions in which the armstrong product depicted is installed., ceiling systems armstrong world inc. pa phone:, field verify all conditions and dimensions, main beam and cross tee interface drywall cross tee connection, scale:, date:, drawn by:, dwg. no., dwg. title:, date:, scale:, chk by:, path:, rev:, desc.:, sheet, armstrong is not licensed to provide professional architecture or engineering design services., compliance with all legal requirements., advised to consult with duly licensed architect or engineer in the particular locale of the installation to assure, the drawings for particular installation or their fitness for particular purpose., armstrong does not and assumes no liability for the accuracy or completeness of, applicable for particular installation., local building rules and regulations that may be, they are not substitute for an architect’s or engineer’s plan and do not reflect the unique requirements of, these drawings sho

Raw text data extracted from CAD file:

3/8″-16 THREADED ROD STEEL CLIP ANGLE, FASTEN TO FRP BALUSTRADE AND POST STEEL CLIP ANGLE, FASTEN TO FRP BALUSTRADE, TAP CON TO BRICK CORNERSTONE PROVIDE BLOCK SUPPORT AS NECESSARY BASE BINDING NUT, EMBED IN OR ANCHOR TO ROOF W/ TAP CON BALUSTRADE RAIL CAP BALUSTRADE RAIL \A1;\S3#8;”-16 THREADED ROD BALUSTER \A1;\S3#8;”-16 THREADED ROD BALUSTER BALUSTRADE RAIL CAP BALUSTRADE RAIL STEEL CLIP ANGLE, FASTEN TO FRP BALUSTRADE AND POST \A1;FASTEN RAIL TO POST AT 1\S1#2;” SHIP LAP BASE BINDING NUT, EMBED IN OR ANCHOR TO ROOF W/ TAP CON SCREW POST INTO WOOD BLOCK FRAMING . . . . . . . . . SCALE: . . . . . . . . . . . . DATE: DRAWN BY: DWG. NO. DWG. TITLE: DATE: SCALE: CHK BY: PATH: REV: DESC.: OF SHEET Armstrong is not licensed to provide professional architecture or engineering design services. compliance with all Legal Requirements. advised to consult with a duly licensed architect or engineer in the particular locale of the installation to assure the drawings for a particular installation or their fitness for a particular purpose. Armstrong does not warrant, and assumes no liability for the accuracy or completeness of applicable for a particular installation. local building codes, laws, statutes, ordinances, rules and regulations (Legal Requirements) that may be They are not a substitute for an architect’s or engineer’s plan and do not reflect the unique requirements of These drawings show typical conditions in which the Armstrong product depicted is installed. CEILING SYSTEMS * ARMSTRONG WORLD INDUSTRIES, INC. * Lancaster, PA * Phone: 877-ARMSTRONG Field verify all conditions and dimensions DRYWALL GRID INTERFACE OF MAIN BEAM AND CROSS TEE . . . . . . . . . SCALE: . . . . . . . . . . . . DATE: DRAWN BY: DWG. NO. DWG. TITLE: DATE: SCALE: CHK BY: PATH: REV: DESC.: OF SHEET Armstrong is not licensed to provide professional architecture or engineering design services. compliance with all Legal Requirements. advised to consult with a duly licensed architect or engineer in the particular locale of the installation to assure the drawings for a particular installation or their fitness for a particular purpose. Armstrong does not warrant, and assumes no liability for the accuracy or completeness of applicable for a particular installation. local building codes, laws, statutes, ordinances, rules and regulations (Legal Requirements) that may be They are not a substitute for an architect’s or engineer’s plan and do not reflect the unique requirements of These drawings show typical conditions in which the Armstrong product depicted is installed. CEILING SYSTEMS * ARMSTRONG WORLD INDUSTRIES, INC. * Lancaster, PA * Phone: 877-ARMSTRONG Field verify all conditions and dimensions MAIN BEAM AND CROSS TEE INTERFACE DRYWALL CROSS TEE CONNECTION . . . . . . . . . SCALE: . . . . . . . . . . . . DATE: DRAWN BY: DWG. NO. DWG. TITLE: DATE: SCALE: CHK BY: PATH: REV: DESC.: OF SHEET Armstrong is not licensed to provide professional architecture or engineering design services. compliance with all Legal Requirements. advised to consult with a duly licensed architect or engineer in the particular locale of the installation to assure the drawings for a particular installation or their fitness for a particular purpose. Armstrong does not warrant, and assumes no liability for the accuracy or completeness of applicable for a particular installation. local building codes, laws, statutes, ordinances, rules and regulations (Legal Requirements) that may be They are not a substitute for an architect’s or engineer’s plan and do not reflect the unique requirements of These drawings show typical conditions in which the Armstrong product depicted is installed. CEILING SYSTEMS * ARMSTRONG WORLD INDUSTRIES, INC. * Lancaster, PA * Phone: 877-ARMSTRONG Field verify all conditions and dimensions CUT AND BEND APPLICATION DRYWALL CROSS TEE CONNECTION . . . . . . . . . SCALE: . . . . . . . . . . . . DATE: DRAWN BY: DWG. NO. DWG. TITLE: DATE: SCALE: CHK BY: PATH: REV: DESC.: OF SHEET Armstrong is not licensed to provide professional architecture or engineering design services. compliance with all Legal Requirements. advised to consult with a duly licensed architect or engineer in the particular locale of the installation to assure the drawings for a particular installation or their fitness for a particular purpose. Armstrong does not warrant, and assumes no liability for the accuracy or completeness of applicable for a particular installation. local building codes, laws, statutes, ordinances, rules and regulations (Legal Requirements) that may be They are not a substitute for an architect’s or engineer’s plan and do not reflect the unique requirements of These drawings show typical conditions in which the Armstrong product depicted is installed. CEILING SYSTEMS * ARMSTRONG WORLD INDUSTRIES, INC. * Lancaster, PA * Phone: 877-ARMSTRONG Field verify all conditions and dimensions DRYWALL CROSS TEE END TAB . . . . . . . . . SCALE: . . . . . . . . . . . . DATE: DRAWN BY: DWG. NO. DWG. TITLE: DATE: SCALE: CHK BY: PATH: REV: DESC.: OF SHEET Armstrong is not licensed to provide professional architecture or engineering design services. compliance with all Legal Requirements. advised to consult with a duly licensed architect or engineer in the particular locale of the installation to assure the drawings for a particular installation or their fitness for a particular purpose. Armstrong does not warrant, and assumes no liability for the accuracy or completeness of applicable for a particular installation. local building codes, laws, statutes, ordinances, rules and regulations (Legal Requirements) that may be They are not a substitute for an architect’s or engineer’s plan and do not reflect the unique requirements of These drawings show typical conditions in which the Armstrong product depicted is installed. CEILING SYSTEMS * ARMSTRONG WORLD INDUSTRIES, INC. * Lancaster, PA * Phone: 877-ARMSTRONG Field verify all conditions and dimensions DRYWALL GRID AND GYPSUM INTERFACE . . . . . . . . . SCALE: . . . . . . . . . . . . DATE: DRAWN BY: DWG. NO. DWG. TITLE: DATE: SCALE: CHK BY: PATH: REV: DESC.: OF SHEET Armstrong is not licensed to provide professional architecture or engineering design services. compliance with all Legal Requirements. advised to consult with a duly licensed architect or engineer in the particular locale of the installation to assure the drawings for a particular installation or their fitness for a particular purpose. Armstrong does not warrant, and assumes no liability for the accuracy or completeness of applicable for a particular installation. local building codes, laws, statutes, ordinances, rules and regulations (Legal Requirements) that may be They are not a substitute for an architect’s or engineer’s plan and do not reflect the unique requirements of These drawings show typical conditions in which the Armstrong product depicted is installed. CEILING SYSTEMS * ARMSTRONG WORLD INDUSTRIES, INC. * Lancaster, PA * Phone: 877-ARMSTRONG Field verify all conditions and dimensions DRYWALL GRID MAIN BEAM FIRE RELIEF . . . . . . . . . SCALE: . . . . . . . . . . . . DATE: DRAWN BY: DWG. NO. DWG. TITLE: DATE: SCALE: CHK BY: PATH: REV: DESC.: OF SHEET Armstrong is not licensed to provide professional architecture or engineering design services. compliance with all Legal Requirements. advised to consult with a duly licensed architect or engineer in the particular locale of the installation to assure the drawings for a particular installation or their fitness for a particular purpose. Armstrong does not warrant, and assumes no liability for the accuracy or completeness of applicable for a particular installation. local building codes, laws, statutes, ordinances, rules and regulations (Legal Requirements) that may be They are not a substitute for an architect’s or engineer’s plan and do not reflect the unique requirements of These drawings show typical conditions in which the Armstrong product depicted is installed. CEILING SYSTEMS * ARMSTRONG WORLD INDUSTRIES, INC. * Lancaster, PA * Phone: 877-ARMSTRONG Field verify all conditions and dimensions ANGLE MOLDING DRYWALL MAIN BEAM #HD8906 #XL8945 CROSS TEE DRYWALL GRID SYSTEM & ANGLE MOLDING WITH CHANNEL MOULDING 4″ POURED CONCRETE SLAB 5″ COMPACTED GRANULAR ‘A’ 4″d WEEPING TILE C/W 6″ STONE COVER WITH NO MORE THAN 10% PASSING A No. 4 SIEVE LAID LEVEL. 8″ CONCRETE FOUNDATION WALL 2 COATS BITUMINOUS DAMP-PROOFING APPROVED DAMP-PROOF MEMBRANE (OPTIONAL) 2″x4″ STUDS @ 24″ O.C. R12 INSULATION 6 MIL POLY VAPOUR BARRIER MINIMU 2′ BELOW GRADE 18″x8″ CONCRETE FOOTING TO BEAR ON UNDISTURBED SOIL OR WELL COMPACTED SOIL. FOOTING TO BE A MIN. OF 4′ BELOW GRADE. \A1;FOOTING TO FOUNDATION WALL DETAIL \H0.6x;\lSCALE: \H0.75x;\S3#4;\H1.333x;”=1′-0″ 900 300 DPC min 150mm above G.L. \A1;900 \A1;300 \A1;DPC min 150mm above G.L. 310mm cavity wall consisting of 100mm brick outer leaf, 50mm air cavity, 60mm expanded polystyene insulation, 100mm concrete block inner leaf plastered in 2 coats of sand and cement (scud coat and scratch coat) and skim coat of gyplite finish. grade 20N20 concrete, on 50mm expanded compacted hardcore. DPC in internal leaf, on 150mm blinded and insulation, on 1000 gauge DPM lapped over polystyrene insulation with 25mm edge Concrete floor slab consisting of 150mm Stainless steel (or other suitable non-ferrous material) vertical twist wall ties to I.S. 268 at 750mm horizontal spacing and 450mm vertical spacing. Rising wall consisting of 2 x 100mm block leaves with 110mm cavity filled with weak solid block walls up to ground level with mix concrete to ground level; or 337mm DPM lapped over. 25N20 concrete strip footing. Foundation consisting of 900x300mm grade 5 5 DPC min 150mm above G.L. Plastered sand and cemant plinth to underside of DPC. Concrete ground floor slab/external wall detail 110x18mm skirting board 3′-0″ @ STAIRS 3′-6″ @ LANDING 4″ 5 HSS 1.66″x.125″ HANDRAIL (STAINLESS STEEL IN STAIRWELL 1) 3/4″d PAINTED SOLID PICKETS @ 4″ O.C. MAX STEEL STRINGER 5 LINE OF FLOOR OR STAIR TREAD X AX HANDRAIL DETAIL @ STRINGER 3″ = 1′-0″ 3′-0″ (TYP) 4\S1#2;” 1\S9#16;” 5 HSS 1.66″x.125″ HANDRAIL (PROVIDE 1′-0″ EXTENSIONS TOP & BOTTOM) (STAINLESS STEEL IN STAIRWELL 1) 5 FACE OF WALL 2-1/2″ DIA x 1/8″ STAINLESS STEEL PLATE C/W 2 BOLTS AND CINCH ANCHORS PER PLATE FASTENED TO WALL, MAX 3′-0″ O.C. TYPICAL 5/8″d S.S. HANDRAIL SUPPORT 1.5625 X AX HANDRAIL DETAIL @ WALL 3″ = 1′-0″ \A1;16″ OR 24″ OC \A1;16″ OC MAX \A1;16″ OR 24″ OC \A1;16″ OC MAX HARDI PLANK LAP SIDING INSTALLATION INSTRUCTIONS RUSTIC CEDAR SELECT CEDARMILL SMOOTH COLONIAL SMOOTH COLONIAL ROUGHSAWN BEADED CEDARMILL BEADED SMOOTH STRAIGHT-EDGE SHINGLE PLANK IMPORTANT: FAILURE TO INSTALL AND FINISH HARDIPLANK IN ACCORDANCE WITH APPLICABLE BUILDING CODE COMPLIANCE REPORTS AND JAMES HARDIE’S WRITTEN APPLICATION INSTRUCTIONS, MAY AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES REQUIREMENTS, AND VOID THE PRODUCT ONLY WARRANTY. HANDLING & STORAGE: Store flat and keep dry prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. CUTTING OPTIONS: Circular saw blade with carbide-tipped teeth – Electric or pneumatic hand shear – Carbide score and snap knife – Pneumatic shear JH recommends Makita #5044KB 4″ or #5057KB 7-1/4″ saw with dust collection. Call 800-4MAKITA. Hitachi® HARDIBLADE w/4 PCD Diamond Teeth. Call Hitachi at 800-546-1666 for nearest dealer. SNAPPER SHEAR electric, pneumatic, or hand shear. Call 800-297-7487 for tool information. Always wear safety glasses and dust protection when operating power tools. For more information on avoiding inhalation refer to the MATERIAL SAFETY DATA SHEET available wherever James Hardie fiber-cement products are sold. FRAMING REQUIREMENTS: Hardiplank lap siding can be installed over braced wood or steel studs spaced a maximum of 24″ o.c. or directly to minimum 7/16″ thick OSB sheathing. Hardiplank lap siding can also be installed over foam insulation up to 1″ thick. @ Irregularities in framing, sheathing, and/or foam insulation can mirror through the finished application. A weather-resistive barrier is required *. Install Hardiplank siding with joints butted in moderate contact. Optionally, install the lap siding with a maximum 1/8″ gap and caulk the joint ** (see detail 1). The first course of any wall should be installed over a 1/4″ lath strip to ensure a consistent plank angle (see figure 1). @ For application over foam insulation, the length of the specified fastener shall be increased by the thickness of the foam insulation. Use a weather-resistive barrier in accordance with: BOCA National Building Code Section 1403.3; SBCCI Standard Building Code Section 2303.3; ICBO Uniform Building Code Section 1402.1; or CABO One-and-Two Family Dwelling Code Section 703.2.1. NOTE: Some Building Codes exempt the use of weather-resistive barriers over “water-repellent panel sheathing” or exterior panels classified as “weather-resistive barriers”. James Hardie recommends the use of “building paper type” weather-resistive barriers with all siding products. James Hardie will assume no responsibility for water infiltration within the wall. WARNING: AVOID BREATHING SILICA DUST Product contains Silica. Inhalation of respirable silica dust can cause silicosis a potentially disabling lung disease, and is known to the State of California to cause lung cancer. When drilling, cutting, or abrading product during installation or handling. (1) Work outdoors where feasible, otherwise use mechanical ventilation, (2) Wear a dust mask or, if dust may exceed PEL, use NIOSH approved respirator, (3) Warn others in area. For further information, refer to material safety data sheet or consult employer. FAILURE TO ADHERE TO WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY. GRADE CLEARANCE figure 2 Install Hardiplank siding in compliance with local Building Code requirements for clearance between the bottom edge of panel/framing and the adjacent finished grade. ROOF CLEARANCE figure 3 At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be provided per the roofing manufacturer’s instructions. Provide a 1″ – 2″ clearance between the roofing and bottom edge of siding or as recommended by the roofing manufacturer. CONCRETE CONSTRUCTION figure 4 Hardiplank siding can be installed directly to masonry block. Hardiplank siding can also be installed to concrete construction, when the wall is furred out with wood framing or minimum No. 20 gauge steel framing anchored to the wall. Framing can be spaced up to 24″ OC. Consult National Evaluation Service report NER-405 for recognized applications to masonry block and wood or metal framing. A weather-resistive barrier * is recommended between the framing and the siding. FACE NAIL figure 5 Corrosion Resistant Nails (galvanized or stainless steel) 6d (0.118″ shank x 0.267″ HD x 2″ long) Siding nail (0.089″ shank x 0.221″ HD x 2″ long) ** Siding nail (0.091″ shank x 0.221″ HD x 1 1/2″ long) ET & F pin (0.100″ shank x 0.25″ HD x 1 1/2″ long)** Corrosion Resistant Screws Ribbed Bugle-head or equivalent (No. 8-18 x 0.323″ HD x 1 5/8″ long) Screws must penetrate 1/4″ or 3 threads into metal framing. BLIND NAIL figure 6 Corrosion Resistant Nails (galvanized or stainless steel) Siding nail (0.089″ shank x 0.221″ HD x 2″ long) ** 11ga. roofing nail (0.121″ shank x 0.371″ HD x 1 1/4″ L) ET & F PanelfastTM (0.100″ shank x 0.25″ HD x 1 1/2″ long)** Corrosion Resistant Screws Ribbed Bugle-head or equivalent (No. 8-18 x 0.375″ HD x 1 1/4″ long) Screws must penetrate 1/4″ or 3 threads into metal framing. # For face nail application of 9 1/2″ wide or less siding to OSB, fasteners are spaced a maximum of 12″ o.c. ** The use of a siding nail or roofing nail may not be applicable to all installations where greater wind loads or higher exposure categories of wind resistance is required by the Local Building Code. Consult the applicable Building Code Compliance Report. PNEUMATIC FASTENING: Hardiplank siding can be hand nailed or fastened with the use of a pneumatic tool. Set your air pressure so that the fastener is driven snug with the siding surface. RECOMMENDED: Use a flush mount attachment on pneumatic tool. This will help control the depth that the nail is driven. This will be especially helpful when more than one pneumatic tool is driven off the same compressor. FASTENING REQUIREMENTS: Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (Fig. A & B) Do not over-drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (Fig. C) NAIL TYPE: Fasteners must be corrosion resistant, galvanized or stainless steel. Electro-galvanized nails are acceptable for use with James Hardie Siding Products, but may exhibit premature corrosion. James Hardie recommends the use of quality, hot-dipped galvanized nails. (James Hardie is not responsible for the corrosion resistance of fasteners.) For EZ LINE TM Installation The EZ Line assists in a 1-1/4″ overlap alignment, and with placing the nail at the required placement. EASY 1-2-3 INSTALLATION 1) Install 1/4″ lath strip to ensure consistent plank angle. 2) Fasten Hardiplank siding with EZ Line over 1/4″ lath strip. 3) Overlap second piece of Hardiplank siding with EZ Line 1-1/4″, utilizing EZ Line alignment aid. FASTENING AND SPACING HARDIPLANK SIDING WITH EZ LINE FACE NAIL: Nail 3/4″ – 1″ up from bottom of plank. Fasten 16″ o.c. Moderate contact or maximum 1/8″ gap and caulk the joint BLIND NAIL: (All Lap Products) Nail 1″ down from top of plank. Do not use JH logo for nailing guide. Fasten 16″ – 24″ o.c. Moderate contact or maximum 1/8″ gap and caulk the joint. FOR STRAIGHT-EDGE SHINGLE PLANK Installation SPACING STRAIGHT EDGE SHINGLE PLANK 1) Install 1/4″ lath strip to ensure consistent plank angle. 2) Begin first course at end of far left wall and nail to stud. 3) Second course begins at the next stud (16″ or 24″) to the right 4) Third course begins by moving to the next right stud (16″ or 24″) from secound course. 4) Fourth course begins by moving to the next right stud (16″ or 24″) from third course. 6) Fifth course moves back to first stud (#2) and the sequence continues. COVERAGE CHART/ESTIMATING GUIDE 1. Figures shown are in pieces – all 12′ long. 2. 5% cutting and fitting waste factor included. 3. Computations based on minimum overlap of 1-1/4″. 4. Actual usage subject to variables such as building design and installers. HARDIPLANK SIDING WIDTH (exposure) (4″) 100 sf 200 sf 300 sf 400 sf 500 sf 600 sf 700 sf 800 sf 900 sf 1000 sf 1100 sf 1200 sf 1300 sf 1400 sf 1500 sf 1600 sf 1700 sf 1800 sf 1900 sf 2000 sf 2100 sf 2200 sf 2300 sf 2400 sf 2500 sf 2600 sf 2700 sf 2800 sf 2900 sf 3000 sf FINISHING SIDING: Patching: Dents, chips and cracks can be filled with a cementitious patching compound. Caulking: A high quality, paintable caulk is recommended. For best results use caulks that comply with either ASTM C 834 or ASTM C 920. Caulking should be applied in accordance with caulking manufacturers written instructions. (Leave 1/8″ gap at trim for caulk. Caulking at butt joints is optional.) Painting: James Hardie products must be painted. For best results install Hardiplank siding with our exclusive Prime Plus TM factory priming system and a 100 % acrylic topcoat (s). * If our Prime Plus ä factory priming is not being used, Hardie recommends the application of an alkali-resistent primer along with 100 % acrylic topcoat (s). (For paint manufacturer’s paint specifications, refer to JH Technical Bulletin No. S-100.) *Note: Please refer to paint manufacturers’ specifications for application rates. APPROVALS: HARDI PLANK lap siding is recognized as an exterior wall cladding in National Evaluation Report No. NER405: City of Los Angeles, Research Report No. 24862: Dade County, Florida, Acceptance No. 99-0223.07, US Dept. of HUD Materials Release 1263a, California DSA PS-019 and City of New York MEA 223-93-M. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. Corporate Headquarters 26300 La Alameda, Suite 250 Mission Viejo, CA 92691 2000 James Hardie Building Products Printed in USA For Technical Assistance, MSDS, and Product Information Call 1-800-9HARDIE (1-800-942-7343) www.jameshardie.com COVERAGE AREA LESS OPENINGS 1 SQ 2 SQ 3 SQ 4 SQ 5 SQ 6 SQ 7 SQ 8 SQ 9 SQ 10 SQ 11 SQ 12 SQ 13 SQ 14 SQ 15 SQ 16 SQ 17 SQ 18 SQ 19 SQ 20 SQ 21 SQ 22 SQ 23 SQ 24 SQ 25 SQ 26 SQ 27 SQ 28 SQ 29 SQ 30 SQ (5″) (6″) (6|”) (6[“) (7″) (8″) (8|”) (10[“) 5|” 6|” 7|” 7\” 8″ 8|” 9|” 9\” 12″ 26 21 18 17 16 15 13 13 10 53 42 34 35 30 31 25 26 20 79 63 50 53 45 47 38 39 29 105 84 67 70 60 62 51 53 39 131 105 84 88 75 78 64 66 49 158 126 101 105 90 93 76 79 59 184 147 118 123 108 109 89 92 68 210 168 134 140 120 124 102 105 78 236 189 151 158 135 140 115 118 88 263 210 168 175 150 156 127 131 98 289 231 185 193 165 171 140 144 107 315 252 202 210 180 187 153 158 117 341 273 218 228 195 202 165 171 127 368 294 235 245 210 218 178 184 137 394 315 252 263 225 233 191 197 147 420 336 269 280 240 249 204 210 156 446 357 286 298 255 264 216 223 166 473 378 302 315 270 280 229 236 176 499 399 319 333 285 296 242 249 186 525 420 336 350 300 311 255 263 195 551 441 353 368 315 327 267 276 205 578 462 370 385 330 342 280 289 215 604 483 386 403 345 358 293 302 225 630 504 403 420 360 373 305 315 234 656 525 420 438 375 389 318 328 244 683 546 437 455 390 404 331 341 254 709 567 454 473 405 420 344 354 264 735 588 470 490 420 436 356 368 273 761 609 487 508 435 451 369 381 283 788 630 504 525 450 467 382 394 293 SINGLE WALL CONSTRUCTION DOUBLE WALL CONSTRUCTION \A1;LET-IN BRACING -704.8975317363463 \A1;16″ OR 24″ ON CENTER \A1;FASTENER \A1;WEATHER-RESISTIVE BARRIER * \A1;1/4″ THICK LATH STRIP \A1;PLYWOOD OR OSB SHEATHING \A1;WEATHER-RESISTIVE BARRIER * \A1;LEAVE 1/8″ GAP BETWEEN PLANK & TRIM, THEN CAULK \A1;MODERATE CONTACT, OR MAXIMUM 1/8″ GAP ** FIGURE 1 FIGURE 2 \A1;STUD \A1;HARDIPLANK LAP SIDING \A1;CONCRETE FOUNDATION \A1;WEATHER-RESISTIVE BARRIER \A1;1/4″ LATH STRIP * FIGURE 5 FIGURE 6 \A1;STUD 56.05207707744728 \A1;WEATHER-RESISTIVE BARRIER * \A1;FACE NAIL 56.05207707744728 SPACE PLANK ACCORDING TO JOINT TREATMENT WITH A 1/8″ MAXIMUM GAP 56.05207707744728 1 1/4″ MIN OVERLAP 56.05207707744728 3/4″ TO 1″ MIN 1|” OVERLAP \A1;STUD 56.05207707744728 \A1;WEATHER-RESISTIVE BARRIER * \A1;BLIND NAIL 56.05207707744728 MAXIMUM GAP JOINT TREATMENT WITH A 1/8″ SPACE PLANK ACCORDING TO 56.05207707744728 OVERLAP 1 1/4″ MIN FIGURE 3 FIGURE 4 \A1;FLASHING 1″ – 2″ \A1;NOMINAL 2″X2″ WOOD FURRING \A1;WEATHER-RESISTIVE BARRIER * \A1;1/4″ THICK LATH STRIP \A1;WEATHER-RESISTIVE BARRIER * \A1;HARDIPLANK SIDING WITH EZ LINE \A1;1|” OVERLAP EZ LINE ALIGNMENT AID 1 2 3 EZ LINE INSTALLATION OVERLAP 1 1/4″ MIN \A1;WEATHER-RESISTIVE BARRIER -282.2308689373039 -282.2308689373039 JOINT TREATMENT WITH A 1/8″ SPACE PLANK ACCORDING TO MAXIMUM GAP 3/4″ TO 1″ \A1;STUD \A1;WEATHER-RESISTIVE BARRIER * -282.2308689373039 \A1;FACE NAIL -282.2308689373039 1 1/4″ MIN OVERLAP -282.2308689373039 MAXIMUM GAP SPACE PLANK ACCORDING TO JOINT TREATMENT WITH A 1/8″ -282.2308689373039 \A1;BLIND NAIL -282.2308689373039 * \A1;STUD STRAIGHT-EDGE SHINGLE PLANK INSTALLATION \A1;WEATHER-RESISTIVE BARRIER * \A1;1/4″ THICK LATH STRIP 1 2 3 4 5 6 R C C C R R C R R R TM R * R # C C R C figure A figure B do not under drive nails DO NOT STAPLE figure C Countersunk, Caulk & add nail Snug Flush SCALE TITLE ROOF DRAIN (SEE MECHANICAL DRAWINGS FOR SIZE) SLOPE TO DRAIN TYPICAL ROOF CONSTRUCTION: 4 PLY BUILT-UP ROOFING FELT AND GRAVEL \S1#2;” FIBRE BOARD RIGID INSULATION (R10) VAPOUR BARRIER STEEL DECK AND FRAMING (SEE STRUCTURAL) 1″ = 1′-0″ ROOF DRAIN DETAIL 10″ 3′-0″ 3′-0″ 1′-0″ 3′-0″ 1′-0″ 1″ 3″ 3″ SEE PLAN 10″ 1″ 1″ 1″ \A1;HSS 1 \S1#2;x1 \S1#2;x.188 RAILING TYPICAL. VERTICAL AT MAX 48″ CTRS. 10.0 36.0 5 ANCHOR STRINGERS TO FLOOR EXTEND RAILING AT BOTTOM OF STAIRS 12″ FROM NOSING LINE. 12.0 \S1#4;” BENT PLATE TREADS LANDING OR FLOOR SEE PLANS. SEE STRUCT DRAWINGS 35.99999999999818 \A1;\S1#4; CLOSURE PLATES TOP AND BOTTOM EXTEND RAILING AT TOP OF STAIRS 12″. RETURN TO WALL IF APPLICABLE. (ONE SIDE ONLY) 12.0 5 3.0 5 \A1;\LSTAIR #2 DETAIL#2 DETAIL \A1;\S1#8;\A1;” CRVX STAIR TREAD COVER FROM \A1;STONECORE (FIBERPLATE). TYPICAL \A1;ON INTERMEDIATE LANDING. \A1;GRIND SMOOTH ALL WELDS. \A1;PAINT FINISH ON ALL STEEL 5 10.0 5 5 5 \S1#4;” BENT PLATE LANDING \A1;1″MIN. TYP. \A1;2 1/2″ \A1;1/4″ \A1;2 1/2″ \A1;2 1/2″ \A1;2 1/2″ \A1;1″ \A1;1″ MAX. \A1;7″MAX \A1;EQUAL \A1;EQUAL \A1;EQUAL \A1;11″MAX \A1;EQUAL \A1;EQUAL \A1;RISE \A1;EQUAL \A1;EQUAL \A1;TREAD \A1;EQUAL \A1;RISE \A1;EQUAL \A1;EQUAL \A1;TREAD \A1;EQUAL 1″MIN. TYP. 2 1/2″ 1/4″ 2 1/2″ 2 1/2″ 2 1/2″ 1″ 1″ MAX. 7″MAX EQUAL EQUAL EQUAL 11″MAX EQUAL EQUAL RISE EQUAL EQUAL TREAD EQUAL RISE EQUAL EQUAL TREAD EQUAL . . . . . . . . . SCALE: . . . . . . . . . . . . DATE: DRAWN BY: DWG. NO. DWG. TITLE: DATE: SCALE: CHK BY: PATH: REV: DESC.: OF SHEET Armstrong is not licensed to provide professional architecture or engineering design services. compliance with all Legal Requirements. advised to consult with a duly licensed architect or engineer in the particular locale of the installation to assure the drawings for a particular installation or their fitness for a particular purpose. Armstrong does not warrant, and assumes no liability for the accuracy or completeness of applicable for a particular installation. local building codes, laws, statutes, ordinances, rules and regulations (Legal Requirements) that may be They are not a substitute for an architect’s or engineer’s plan and do not reflect the unique requirements of These drawings show typical conditions in which the Armstrong product depicted is installed. CEILING SYSTEMS * ARMSTRONG WORLD INDUSTRIES, INC. * Lancaster, PA * Phone: 877-ARMSTRONG Field verify all conditions and dimensions TYPICAL DRYWALL GRID LAYOUT