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HomeMy WebLinkAboutLock-Deck Laminated DeckingPotlktch LOCK- DECIC LAMINATED DEC COU Ty BUILDING DIVISION FOR C IPLIANCE� REV ✓L� �L REVIEWED BY `. DATE JOB PLANS AND PERNMIT . IU E KEPT ON ORNO INSPECTION W'LL BE MADE' Residence —Inland Red Cedar Designer: Deck House Inc., Acton, MA 0 Lock -Deck Technical Data. ?iOP EFiT1E 'OAF A'Y1FOO7hSECTtIONLOC-DECK t Cross Sectional Properties I k �Nomina,A'c�ual � 7H1160ess i 1 'ThicjF"n' S T' .`' i yAie� i�+'tl� M ment of Ineitiaa .4 Sec o IVIo" i1�us� 4= it 2�/e 33i95 t�# 23d ( f '16 30 4313 , r 48.04 r 26 26 'tr ro>f �j�'4�'r5 �;. #q;�4J ��s �.Y •r�'r ;�,r : �".�.,t.�.m 'q('n'.. �"i'r °iA; :.'a*`1 ��.'1a'r`�1• 29 3Ei y Species rI`,.�"fC31'�.�-i@'f ,Modulus of s ! Eldreme F1ber , Shear.Paiailel h tt fv Elasticity s ' m Bending (f) : : � to the'Graait" r �= F�,loor;"r��'� psi tps prp�ln�and Red Ceb�r _,t•� 1 200f000= r E 1590 1380, - t §150 � t y'4" Ponderosa Pinery ,�1 300000 t �590 n 1380 150 r- 5,, 1(I�Fia Pine 500j00b18�01 b 1610 150 i(CI8h0a v Wiand Whrte Ftr r1 '' 1 600'000 185� 1ti10 ,t + i t 130 r tDouglasFlr/Larch 1800`000 2640 Fi2300 165 t, PoESoutherri,Pme a1, 1+800000 2640xa" 2300 , a 200 t r tl � it$oc�a of Asa PA6, Pal, "For structural design only. Do not use as shipping weights. � Species 1 ' ,•sEr , s (11ali�t er Leda 1 PMifial Yin :,, f 4 On�1Y Rt sr 2 IR,: 3 fRt ..1 4 ;, u 6i©Z 1, 9' '2 i5 25 5 r2 222 �m: � r � r 54�� '6t�'6 2000: ■ "' utf+•w--+.y..c C•w+ ,t m?3.4 a a a�:�� `Cores=�rfck 5' s. 59 1 4 26 I 32 8 r UVFiite Fa 4 I .1 MIN �daiiVir ite &5 ,:k 3 ° 315 04�47 3 25 0" h31 6 r P Pon�uerosa�Fi�e��514� 6,9 -2 3;6 30 25 , E DoUgIeS�Fw : srT 4 r 3 81 r; 17 6 - 24i3 3i6 S 9 +) �"""�"1, A"'`'+"'� •,r-��e,""1� L' `"A"�{�: �3l05 �3169 �; � a� 23:6� t �30•, 2 � , 463= of °185 25?7"" 5l;3.1'8 -,.�•.•.�:mk.^imLf.i�::i..Rs') �i'i�.c`1i.:3.�.:i. • uM"''.r°..s''.�9' Footnotes: 1. R = Total thermal resistance of the assembly without roofing. 2. Assumes thermal conductivity (k) of 0.15. Some insulations have superior values. Check with manufacturer. 3. Some codes allow up to 20% increase in R values of insulation which is continuous. Check local codes for adjustment factors. Footnotes for Span Tables: 1. Values followed by (f) are governed by stress. Allowable loads for floors when governed, by deflection are half of those listed in the 1 /180 column. 2. Bending stress relates to 2-month duration. It is not exceeded when the listed loads are applied based on recognized decking formulas. 3. In jurisdictions using ICSO, refer to ICSO Research Committee Report No. 1379 for Western Species. a.. ,�.,_. r.w .. v..ud.c -, _..•e�....,...x x::...x.d...:os::saz ......,�-:ro:::d.ea EXAMPLE IN COMPUTING PITCHED ROOF REQUIREMENTS Given: 40 psf live load on horizontal projections of the roof 11 psf dead load including weight of deck 15 foot design span 1/24o allowable deflection 8 in 12 design pitch of roof Random Length construction layup of decking Load adjustments for roof pitch Step 1—Enter graph with 40 psf live load. Read 33 psf load on roof surface Step 2—Add the 33 psf live load to applicable dead load per square foot of roof surface (11 psf in this case) 33 + 11 = 44 psf. Step 3—Enter graph with 44 psf total load. Read 36 psf load component causing bending With this load a 4" E1.5 decking will meet the required specifications (check span tables). 4. Span/loads shown assume compliance to layup rules described elsewhere. Longer spans may require specific lengths differing from the standard shipment —consult your Potlatch representative. 5. Custom Grade 3" and 5" Southern Pine deflection values are 83% of the E1.8 values shown. 4" Southern Pine values are equal to E7.5 Idaho White Pine values except when bending governs. 6. Nominal 5" Fir/Larch will have a MOE of 1.7 x 106 psi unless special arrangements are made prior to manufacture. 06182/POT BuyLine 5112 'HPMA—Hardwood Plywood Manufacturers Association UL—Underwriters' Laboratory. **Based on Hemlock, a similar species. 5 Specifications. Sizes and Patterns. Decking shall be Potlatch LOCK -DECK? SIZES PATTERNS SPECIES shall be (designate one) Idaho White Pine, Inland `, 'y OMINAL•a° 'Red Cedar, Southern Pine, White Fir, Ponderosa Pine or I, F i Douglas Fir/Larch. //� SIZE shall be: Thickness (designate one) —nominal 3 N J (23/s" actual) —nominal 4" (27/8" or 3" actual) —nominal 5" (321/32" actual). Width shall be —nominal 6" (5'/4" actual)— nominal 8" (7" actual). Lengths shall be random 6' to 16' shipped in multiples of 1' and 1" short of nominal. Lengths __ 17'-36' available on inquiry. �MINAL4" `� PATTERN should be (designate one standard vee— } grooved —striated —channel groove—buIInose. Decking ` shall be tongue and grooved and end -matched.-- ��r717 N FACTORY FINISH. Laminated decking shall be factory stained in Potlatch acrylic (specify color). LAMINATED ADHESIVE shall meet requirements of MIL-A-397B, MIL-A-5534A or ASTM D 2559-66T. 100% �l exterior waterproof type. Moisture content shall not exceed NOMINAL s' 14% maximum at the time of manufacture as measured throughout the piece. All,pieces shall be certified by an Y ry independent inspection agency (TECO or SPIB). Decking W; shall have heavy tongue and groove ends and edges, pre- cision manufactured. Application of 5230 Adhesive is a simple and effective way to use Lock -Deck laminated decking to its fullest structural potential. FINISHES DIAPHRAGM CONSTRUCTION. Used in combination with 3M's 5230 elastomeric adhesive, LOCK -DECK can be engineered to carry diaphragm shear. This system com- bines the proven structural strength of LOCK -DECK deck- ing with the strong durable characteristics of this adhesive. Results in a strong, adequately rigid, yet flexible, glue joint which absorbs much of the shock wave energy from dynamic loads such as wind, earthquake and other severe stresses. For a copy of the LOCK -DECK Diaphragm Construction bro- chure, contact the Potlatch office shown on the back of this brochure. (1)Western species (2) Southern Yellow Pine 'Not available In Southern Pine 06182/POT Construction and Installation. Lock -Deck laminated decking can be easily handled and installed on most construction projects. >< '""`*' RANDOM LENGTH CONTINUOUS: Random Length Continuous, or RLC, is the most common method of apply- ing LOCK -DECK decking. It allows the use of mixed lengths of material on a variety of span conditions, providing high structural efficiency and attractive appearance. The allowable RLC roof loads recommended in the span table are based on actual full-scale tests, where the decking was laid in conformance with certain rules. Equivalent performance will be obtained by following these rules: 1. The deck must be continuous over three or more spans of approximately equal length, with each piece of deck over at least one support. Other situations require special design. 2. Decking shall be laid to disperse end -joints as randomly as possible, so that: a) The distance between end -joints in adjacent rows of decking is at least two feet. b) The distance between end -joints in rows of decking separated by only one row is at least one foot. 3. End spans shall be carefully planned and laid. To ensure that end spans perform as indicated by the span tables, follow one of these practices: a) Eliminate end -joints in one-third of the courses of decking, or b) Provide a cantilevered overhang, free of end -joints, equal to 20% of the end span, or c) Shorten the end span by 10%. Where one of these practices cannot be applied, end span deflection may exceed the values shown. Construction practice has accepted this in many instances. 4. Decking should be end -matched and toenailed within one foot of all ends (see Attachment Procedures, this page). BuyLine 5112 ATTACHMENT PROCEDURES. Toenailed spaced 30' along each course offset 15'in adjoining courses kl- Beam Tongue and groove joint Decking Toenailed 30' Apart Two nails per course into support `+ End joint nails within 12' max. each side Application should be made by nailing each course to a supporting member with two nails. Each course should be toenailed to the tongue side of the adjacent course at an angle of approximately 45° starting within 1 foot of the end of each piece. Toenail at 30" centers staggering locations in adjacent locations (see diagram). Use nails of the size listed in the following chart: NAILING SCHEDULE. Toenailing along Courses: Face Nailing to Supports: 311 8d@30"o.c. for 3" nominal 20d for 3" nornjn� 16d@30"o.c. for 4" nominal 30d or 4' nomina 16d@30"o.c. for 5" nominal 50d for 5" nominal TYPICAL POST AND BEAM CONSTRUCTION Laminated post 7