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HomeMy WebLinkAbout0145203-Building (.°D CITY OF OSHKOSH No 145203 OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 1010 N MAIN ST Owner ELIZABETH A SCHOENBERGER Create Date 03/21/2011 Designer David R Van Lanen Contractor RECOVERON RESTORATION Category 232 - Alteration Stores & Customer Service Plan Type • Building 0 Sign 0 Canopy 0 Fence 0 Raze Zoning Class of Const: Size Unfinished /Basement Sq. Ft. Rooms Height Ft. ❑ Projection Finished /Living Sq. Ft. Bedrooms Stories Canopies Garage Sq. Ft. Baths Signs Foundation • Poured Concrete 0 Floating Slab 0 Pier 0 Other 0 Concrete Block 0 Post 0 Treated Wood Occupancy Permit Not Required Occupancy Fee $0.00 Flood Plain No Height Permit Not Required Park Dedication Not Required # Dwelling Units 0 # Structures 0 Use /Nature Repair fire damage in NE corner of building to include repair of two roof trusses per design provided and reinsulation and installation of of Work suspended ceiling over the oven area. HVAC Contractor Plumbing Contractor Electric Contractor Fees: Valuation ,500.00 Plan Approval $0.00 Permit Fee Paid $67.00 Park Dedication $0.00 Issued By: Date 03/21/2011 Final /O.P. 00 /00 /0000 ❑ Permit Voided Parcel Id # 1001440000 In the performance of this work I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this pe • - .. 'cation within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and t• - cure an n pp before starting such activity. I have rea• -n f`oned information. 3 a gnature -1 Date l - / Agent/Owner .. Address 2045 BELLEVUE STREET GREEN BAY WI 54311 - 0000 Telephone Number To schedule inspections please call the Inspection Request line at 236 -5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready City of Oshkosh Q ...1111.1111116— D rl Inspection Services Division PO Box 1 Oshkosh, WI 54903 -1130 Phone: (920) 236 -5050 Fax: (920) 236 -5084 Of —KOJH Building Permit Application ON THE WATER If you are a contractor participating in the Permit Fee Account System and have adequate funds. check here if you want this processed through your account r( JOB ADDRESS- /1 IV. S/ eet OSYI h OWNER 64 �O6'j1 et J/ 'rl CONTRACTOR eooe✓' j CAS oaf rD�l I am the: ❑ Owner OR X6ontractor USE CATEGORY ❑Single Family ❑Duplex ❑Multi - Family ❑Rental Xommercial [industrial Work being done: ❑ Addition ❑ Deck/Porch/Patio ❑ Driveway/Parking ❑ External Remodeling ❑ Fence/Hedge/Kennel ❑ Garage/Utility Structure ❑ Handicap Ramp ❑ Hot Tub /Spa ❑ Internal Remodeling ❑ Sign/Canopy /Awning ❑ Stair/Handrail ❑ Stove/Fireplace ❑ Swimming Pool ❑ Wrecking Permit 1 Other 1 W re r/O i/i � j 't /e / . Th' (/ /Oh e i Additional information, such as plan submittal and approval, may be required before issuance. Fliers, located in the hallway, may be referenced to note if any additional information is necessary. ❖ Full description of work being done: , - f? S 1641 ,'7 fee-tr.,' • ,^ - Sos - • 6' At 77 Any work not included in this application is not permitted. Value of the job $ ,;S (Value for materials and labor is required to ensure consistency in accessing permit fees for all applicants.) PLEASE READ, SIGN, & DATE: I certify the above information is complete and accurate. Any deviations from the above submitted information may require additional permits to be obtained I acknowledge and agree to these terms. Name: ti i'./ Signature: 4 41.1; 417 1 Date: 3 3/02 y-ook 4fftcCetiz ''', )5/9x44-fr ____ - p - f , [ \N, ' Pk II 11 ; 'o / -; t . I ,s ... f . ,, . , . . ll hifo , ' . 'w \ . ,. I 1 k ., :iggi _ cA "\IN 1/4 ._ _ . ----'•• 1 ' I , , : 0 ..e- 4 ' 7 'A, A L ..4 . ./ V ' Q4 , .., . \ At , " 1 14 , , ,, ..__ __ , No ,,4 _., , t(‘C\ -] % .:....t i i 1 ; \S • ': 4.... 4 ( . \ S\ i li l li ■ . 1 ' I 1 -[-- 1 ' I I 1 14 — — 1 . I C r t . ! i I t '-'-- { ; - - --- - - - . ■ i 1 — — — _ •c,„. -L! . _-- - - i ■ i i . . , —r-; / ! 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QUEEN 1 1 lob Ref. ,optionl) Richco Structures, Sheboygan Fag. , WI i.e60 s Sep 12010 Wok Industries, Inc Tue Mar 0816:36:48 2011 Page 1 ID: UfOaz09XMzd5RJ2wDwsp6Qzcw1V- p_ 6whLVDga4ZJXgCbgLI _KPBgxTdpH?WFFSLhXzcwdz -0-Q 6 -9 -8 I 12 -10 -5 I 18 -11 -3 I 25-0 -0 I 31 -0-13 I 37 -1 -11 1 43 -2 -8 I 500-0 , 2 -0-0 0-d 6 -9 -8 6 -0-13 6 -0-13 6 -0-13 6 -0-13 6 -0-13 6-0-13 6 -9 -8 2-0-0 4.50 12 5x5 Scale: 1/8 " =1' 3x6 3x6 7 32 6 3 1 8 3x5 4x6 3x5 30 // 33 4x 5 9 2x3 \\ 4 �., 10 2 11 // 29 34 ° 1 2 /� ` / �i� _ __ o o rtaz •e Pl 20 19 18 17 16 15 14 130 3x5 = 4x8 = 5x5 = 5x5 = 4x5 = 3x5 = 4x14 = 4x14 = 4x5 = 4x8 = 5x8 WB= 1 7 -7 -14 I 14-7 -2 I 21 -6 -6 I 28 -5-10 I 35 -4- 1 42-4 -2 I 50-0 -0 7 -7 -14 6 -11-4 6 -11-4 6 -11 -4 6 -11-4 4 -11-4 7.7 -14 Plate Offsets (X,Y): [2:0-0- 6,Edge], [4:0- 3 -0,Edge], [10:0- 3 -0,Edge], (12:0- 0- 6,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFT. in (lac) 1 /deft L/d PLATES GRIP TCLL 30.8 Plates Increase 1.15 TC 0.73 Vert(LL) -0.56 18 -19 >999 240 MT20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.99 Vert(TL) -1.06 18-19 >564 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.34 12 n/a n/a BCDL 10.0 Code WISC/IBC06 /TPI2002 (Matrix -M) Weight: 214 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 2 -5-1 oc purlins. DOT CHORD 2 X 4 SPF 2100E 1.8E *Except* ROT CHORD Rigid ceiling directly applied or 2 -2 -0 oc bracing. B3,84: 2 X 4 SPF No.1 or SPF No.2 WEBS I Row at midpt 8-18, 6 -19 WEBS 2 X 4 SPF No.1 or SPF No.2 *Except* MiTek recommends that Stabilizers and required sass bracing be W4,W5,W6,WIO,WII,W 12: 2 X 4 SPF Stud installed during truss erection, in accordance with Stabilizer Installation OTHERS 2 X 4 SPF Stud guide. REACTIONS (Ib /size) 2= 2541/0 -5-8, 12= 2541/0 -5-8 Max Horz 2- 161(LC 10) Max Uplift2=- 391(LC 12),12=- 391(LC 12) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -29 =- 5638/819, 3-29=- 5544/835, 3-4=- 5484/846, 4-5 - 5338/855, 5-30=- 4741/791, 6 -30 4596 -31 = 3842 /707,7 - 31 =- 3756/723,7 -32 =- 3756/723,8 -32 =- 3842/707, 8 -33 4596 -33 = 4741 / 7 91,9 - 10=- 5338/855,10 -11 =- 5484/846,11 -34=- 5544/835, 12- 34=- 5638/819 BOT CHORD 2 -22 =- 682/5191, 21 -22 =- 568/4597, 20-21 = - 437/3870,19-20=-437/3870,18-19=-299/3109, 17 -18 = 462 -17 = 4 62/3870,15 -16 =- 462/3870,14 -15=- 586/4597,12 -14=- 700/5191 WEBS 7 -18 =- 192/1430,8 - 18.1284/281,8 -15 - 124/954,9 -15=- 702/198,9 -14=- 83/685, 11 -14 390 - 19.- 192/1430,6 -19=- 1284/281,6 -21 =- 124/954,5 -21- 702/198. 5-22=-84/685, 3-22=-390/158 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; TCDL= 4.2psf; BCDL= 6.Opsf; h =25ft; B=45ft; L =50ft; eave=6ft; Cat. II; Exp C; enclosed; MWFRS (all heights) and C-C Exterior(2) -2 -0-0 to 3 -0 -0, Interior(1) 3-0-0 to 25-0-0, Exterior(2) 25-0 -0 to 30 -0-0 zone; cantilever left and right exposed ;C-C for members and forces di MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 3) TCLL: ASCE 7 -05; Pr=30.8 psf (roof live load: Lumber DOL =1.15 Plate DOL =1.15); Pg=40.0 psf (ground snow); Ps =30.8 psf (roof snow: Lumber DOL =1.15 Plate DOL =1.15); Category II: Exp C; Partially Exp.: Ct =1.1 4) Roof design snow load has been reduced to account for slope. 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 30.8 psf on overhangs non- concur•ent with i other live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 Ib uplift at joint 23 and 391 Ib uplift at joint 26. i 9) ° Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 103' I Table 11.3A Cut Thread Wood Screw Design Values (Z$- I 1I!' for SINGLE SHEAR (two member) CONNECTIONS with both members of identical species Side Wood Wood G =0.43 G =0.42 G =0.37 G =0.36 G =0.35 Member Screw Screw Hem -Fir Spruce- Pine -Fir Redwood Eastern Softwoods Northern Species Thickness Diameter Gage (open grain) Spruce- Pine - Fir(S) Western Cedars Western Woods t D Z Z Z Z Z inches inches lbs. lbs. lbs. lbs. lbs. 0.138 6g 62 60 52 51 49 0.151 7g 70 68 59 58 56 0.164 8g 81 79 68 67 65 0.177 9g 90 87 77 75 72 1/2 0.190 lOg 92 90 79 77 74 0.216 12g 105 103 91 89 86 0.242 14g 112 110 97 95 92 0.268 16g 133 130 115 113 107 0.294 18g 148 145 128 125 118 0.138 6g 67 65 55 54 52 0.151 7g 75 73 62 61 58 0.164 8g 86 83 72 70 67 0.177 9g 95 92 79 78 75 5/8 0.190 lOg 97 94 81 79 77 0.216 12g 109 106 93 91 88 0.242 14g 116 113 99 96 93 0.268 16g 136 132 116 114 110 0.294 I8g 151 147 129 127 123 0.138 6g 73 71 60 58 55 0.151 7g 82 79 67 65 : 62 0.164 8g 92 90 76 74 71 0.177 9g 101 98 83 81 78 0.190 lOg 103 100 85 83 80 3/4 0.216 12g 115 112 96 94 90 0.242 14g 121 118 102 99 96 0.268 16g 141 137 119 ' 116 112 0 (, 0.294 18g 156 152 132 129 125 c 0.320 20g 182 177 155 152 147 0 0.372 24g 212 207 181 177 171 N 0.138 6g 87 84 69 67 64 n 0.151 7g 97 93 77 75 71 0.164 8g 108 104 87 84 80 IT! 0.177 9g 117 113 94 91 87 0.190 lOg 119 115 96 93 89 N 1 0.216 12g 129 125 106 103 99 0.242 14g 135 131 111 108 104 0.268 16g 154 150 128 124 120 0.294 18g 171 166 141 138 133 0.320 20g 196 190 163 160 1541 1 0.372 24g 229 222 191 186 179 0.138 6g 87 86 76 75 72 0.151 7g 99 97 86 85 82 0.164 8g 117 115 99 96 92 0.177 9g 132 129 107 104 99 0.190 lOg 136 132 109 106 101 1 -1/4 0.216 12g 147 142 118 : 114 109 0.242 14g 153 147 123 119 114 0.268 16g 172 166 139 135 130 0.294 18g 190 184 154 150 144 0.320 20g 215 208 176 171 164 0.372 24g 251 243 206 200 192 0.138 6g 87 86 76 75 72 0.151 7g 99 97 86 85 82 0.164 8g 117 115 102 100 97 0.177 9g 132 129 115 113 110 0.190 lOg 136 133 118 116 113 1 -1/2 0.216 12g 159 155 132 127 121 0.242 14g 170 166 137 132 126 0.268 16g 192 185 153 149 142 0.294 18g 212 204 169 164 157 0.320 20g 238 230 191 186 178 0.372 24g 277 268 223 217 207 1. Tabulated lateral design values (Z) for wood screw connections shall be multiplied by all applicable adjustment factors (see Table 7.3.1). 2. Tabulated lateral design values (Z) are for cut thread wood screws inserted in side grain with wood screw axis perpendicular to wood fibers, and with the following wood screw bending yield strengths (F F = 100,000 psi for 6g wood screws F = 70,000 psi for 14g and 16g wood screws F = 90,000 psi for 7g, 8g and 9g wood screws F = .60,000 psi for 18g and 20g wood screws • F = 80.000 psi for lOg and 12g wood screws F = 45,000 psi for 24g wood screws AMERICAN FOREST & PAPER ASSOCIATION 25 PROPERTIES OF STRUCTURAL LUMBER -Sectional Properties of Standard Dressed (S4S) Lumber Sizes STANDARD AREA MOMENT Weight in pounds per linear foot of piece when NOMINAL DRESSED SECTION weight of wood equals: SIZE. OF OF MODULUS g per cubic foot a uals: (S4S) SECTION INERTIA b(inches)d b(inches)d A I 5 25 lb. 30 lb. 35 lb. 40 lb. 45 lb. 50 lb. 1 x 3 3/4 x 2 1/2 1.875 0.977 0.781 0.326 0.391 0.456 0.521 0.586 0.651 1 x 4 3/4 x 3 1/2 2.625 2.680 1.531 0.456 0.547 0.638 0.729 0.820 0.911 1 x 6 3/4 x 5 1/2 4.125 10.398 3.781 0.716 0.859 1.003 1.146 1.289 1.432 1 x 8 3/4 x 7 1/4 5.438 23.817 6.570 0.944 1.133 1.322 1.510 1.699 1.888 1 x 10 3/4 x 9 1/4 6.938 49.466 10.695 1.204 1.445 1.686 1.927 2.168 2.409 1 x 12 3/4 x 11 1/4 8.438 88.989 15.820 1.465 1.758 2.051 2.344 2.637 2.930 2 x 3 1 1/2 x 2 1/2 3.750 1.953 1.563 0.651 0.781 0.911 1.042 1.172 1.302 2 x 4 1 1/2 x 3 1/2 5.250 5.359 3.063 0.911 1.094 1.276 1.458 1.641 1.823 2 x 6 1 1/2 x 5 1/2 8.250 20.797 7.563 1.432 1.719 2.005 2.292 2.578 2.865 2 x 8 1 1/2 x 7 1/4 10.875 47.635 13.141 1.888 2.266 2.643 3.021 3.398 3.776 2 x 10 1 1/2 x 9 1/4 13.875 98.932 21.391 2.409 2.891 3.372 3.854 4.336 4.818 2 x 12 1 1/2 x 11 1/4 16.875 177.979 31.641 2.930 3.516 4.102 4.688 5.273 5.859 2 x 14 1 1/2 x 13 1/4 19.875 290.775 43.891 3.451 4.141 4.831 5.521 6.211 6.901 3 x 1 2 1/2 x 3/4 1.875 0.088 0.234 0.326 0.391 0.456 0.521 0.586 0.651 3 x 2 2 1/2 x 1 1/2 3.750 0.703 0.938 0.651 0.781 0.911 1.042 1.172 1.302 3 x 4 2 1/2 x 3 1/2 8.750 8.932 5.104 1.519 1.823 2.127 2.431 2.734 3.038 3 x 6 2 1/2 x 5 1/2 13.750 34.661 12.604 2.387 2.865 3.342 3.819 4.297 4.774 3 x 8 2 1/2 x 7 1/4 18.125 79.391 21.901 3.147 3.776 4.405 5.035 5.664 6.293 3 x 10 2 1/2 x 9 1/4 23.125 164.886 35.651 4.015 4.818 5.621 6.424 7.227 8.030 3 x 12 2 1/2 x 11 1/4 28.125 296.631 52.734 4.883 5.859 6.836 7.813 8.789 9.766 3 x 14 2 1/2 x 13 1/4 33.125 484.625 73.151 5.751 6.901 8.051 9.201 10.352 11.502 3 x 16 2 1/2 x 15 1/4 38.125 738.870 96.901 6.619 7.943 9.266 10.590 11.914 13.238 4 x 1 3 1/2 x 3/4 2.625 0.123 0.328 0.456 0.547 0.638 0.729 0.820 0.911 4 x 2 3 1/2 x 1 1/2 5.250 0.984 1.313 0.911 1.094 1.276 1.458 1.641 1.823 4 x 3 3 1/2 x 2 1/2 8.750 4.557 3.646 1.519 1.823 2.127 2.431 2.734 3.038 4 x 4 3 1/2 x 3 1/2 12.250 12.505 7.146 2.127 2.552 2.977 3.403 3.828 4.253 4 x 6 3 1/2 x 5 1/2 19.250 48.526 17.646 3.342 4.010 4.679 5.347 6.016 6.684 4 x 8 3 1/2 x 7 1/4 25.375 111.148 30.661 4.405 5.286 6.168 7.049 7.930 8.811 4 x 10 3 1/2 x 9 1/4 32.375 230.840 49.911 5.621 6.745 7.869 8.933 10.117 11.241 4 x 12 3 1/2 x 11 1/4 39.375 415.283 73.828 6.836 8.203 9.570 10.938 12.305 13.672 4 x 14 3 1/2 x 13 1/2 47.250 717.609 106.313 8.203 9.844 11.484 13.125 14.766 16.406 4 x 16 3 1/2 x 15 1/2 54.250 1086.130 140.146 9.418 11.302 13.186 15.069 16.953 18.837 6 x 1 5 1/2 x 3/4 4.125 0.193 0.516 0.716 0.859 1.003 1.146 1.289 1.432 6 x 2 5 1/2 x 1 1/2 8.250 1.547 2.063 1.432 1.719 2.005 2.292 2.578 2.865 6 x 3 5 1/2 x 2 1/2 13.750 7.161 5.729 2.387 2.865 3.342 3.819 4.297 4.774 6 x 4 5 1/2 x 3 1/2 19.250 19.651 11.229 3.342 4.010 4.679 5.347 6.016 6.684 6 x 6 5 1/2 x 5 1/2 30.250 76.255 27.729 5.252 6.302 7.352 8.403 9.453 10.503 6 x 8 5 1/2 x 7 1/2 41.250 193.359 51.563 7.161 8.594 10.026 11.458 12.891 14.323 6 x 10 5 1/2 x 9 1/2 52.250 392.963 82.729 9.071 10.885 12.700 14.514 16.328 18.142 6 x 12 5 1/2 x 11 1/2 63.250 697.068 121.229 10.981 13.177 15.373 17.569 '19.766 21.962 6 x 14 5 1/2 x 13 1/2 74.250 1127.672 167.063 12.891 15.469 18.047 20.625 23.203 25.781 6 x 16 5 1/2 x 15 1/2 85.250 1706.776 220.229 14.800 17.760 20.720 23.681 26.641 29.601 6 x 18 5 1/2 x 17 1/2 96.250 2456.380 280.729 16.710 20.052 23.394 26.736 30.078 33.420 6 x 20 5 1/2 x 19 1/2 107.250 3398.484 348.563 18.620 22.344 26.068 29.792 33.516. 37.240 6 x 22 5 1/2 x 21 1/2 118.250 4555.086 423.729 20.530 24.635 28.741 32.847 36.953 41.059 6 x 24 5 1/2 x 23 1/2 129.250 5948.191 506.229 22.439 26.927 31.415 35.903 40.391 44.878 8 x 1 7 1/4 x 3/4 5.438 0.255 0.680 0.944 1.133 1.322 1.510 1.699 1.888 8 x 2 7 1/4 x 1 1/2 10.875 2.039 2.719 1.888 2.266 2.643 3.021 3.398 3.776 8 x 3 7 1/4 x 2 1/2 18.125 9.440 7.552 3.147 3.776 4.405 5.035 5.664 6.293 8 x 4 7 1/4 x 3 1/2 25.375 25.904 14.802 4.405 5.286 6.168 7.049 7.930 8.811 8 x 6 7 1/2 x 5 1/2 41.250 103.984 37.813 7.161 8.594 10.026 11.458 12.891 14.323 8 x 8 7 1/2 x 7 1/2 56.250 263.672 70.313 9.766 11.719 13.672 15.625 17.578 19.531 8 x 10 7 1/2 x 9 1/2 71.250 535.859 112.813 12.370 14.844 17.318 19.792 22.266 24.740 8 x 12 7 1/2 x 11 1/2 86.250 950.547 165.313 14.974 17.969 20.964 23.958 26.953 29.948 8 x 14 7 1/2 x 13 1/2 101.250 1537.734 227.813 17.578 21.094 24.609 28.125 31.641 35.156 8 x 16 7 1/2 x 15 1/2 116.250 2327.422 300.313 20.182 24.219 28.255 32.292 36.328 40.365 8 x 18 7 1/2 x 17 1/2 131.250 3349.609 382.813 22.786 27.344 31.901 36.458 41.016 45.573 8 x 20 7 1/2 x 19 1/2 146.250 4634.297 475.313 25.391 30.469 35.547 40.625 45.703 50.781 8 x 22 7 1/2 x 21 1/2 161.250 6211.484 577.813 27.995 33.594 39.193 44.792 50.391 55.990 8 x 24 7 1/2 x 23 1/2 176.250 8111.172 690.313 30.599 36.719 42.839 48.958 55.078 61.198 DESIGN VALUES EQR WOOD CONSTR.UCTION', NOS. ' ° PLEMEN1` Table 4A Base Design Values for Visually Graded Dimension Lumber (Cont.) 1 (All species except Southern Pine — see Table 4B) (Tabulated design values are for normal load duration and dry service conditions. See NDS 2.3 for a comprehensive description of design value adjustment factors.) USE WITH TABLE 4A ADJUSTMENT FACTORS Design values in pounds per square inch (psi) Tension Shear Compression Compression Modulus parallel parallel perpendicular parallel of Grading Species and Size Bending to grain to grain to grain to grain Elasticity Rules commercial grade classification Fb F F 4 � � Fcl Fc E Agency NORTHERN SPECIES Select Structural 2 " -4" thick 1000 450 65 350 1100 1,100,000 No.1 /No.2 600 275 65 350 850 1,100,000 No.3 2 "& wider 350 150 65 350 500 1,000,000 NLGA v m Stud 475 225 65 350 550 1,000,000 Construction 2' 4 thick 700 300 `65 350 1050 . 1 000 000 Standard i Utility , . 2� 4 wide - =f 400 175 ¢5 ,3 + ; 875 900,000. Z , "175 .75. , 65 5 „350 '''.* , 900,0 NORTHERN WHITE CEDAR a Select Structural 775 450 60 370 750 800,000 r No.1 2 " -4" thick 575 325 60 370 600 700,000 C No.2 550 325 m No.3 60 370 475 700,000 0) 2 '& wider 325 175 60 370 275 600,000 NELMA Stud Con,."'...?".:,47, 600,000 struction thick 270 .Stan 625 � 375 2 60 60 a 370 62 5 !: 700,000 Utility; , ;y r , 2. Q "yprde, : .:1175 , `;r 100..1 60 r 370 x , r 4$ ,475 , e, y z 600 ,000, , ,, .:60 . . . •, ,.3 ; : t,. i . '. ,. "600,000 ,:; RED MAPLE 40 Select Structural 1300 750 105 615 1100 1,700,000 No.1 2"-4" thick 925 550 105 615 900 1,600,000 No.2 900 525 105 615 700 1,500,000 No.3 2 "& wider 525 300 105 615 400 1,300,000 NELMA Stud 7 0 0 425 105 615 450 1,300,000 Construction 2"4"i thick 1050 a 600,-;;.4, < '105 615 925 ndard r �, `x 575 1 300 000 Sta U tility ; t sin , : '.0 . F 325 � Y:44',1•0;5',4,'4,4,',' � 61 ' � 725 r 300 000 << r ry , 2 , -4 Wide q 275 .r 1 r 1 O 5 1615: L 475 r { f fl, 1,200,000,,,,' RED OAK • Select Structural 1150 675 85 820 1000 1,400,000 No.1 2 " -4 " thick 825 500 85 820 825 1,300,000 No.2 800 475 85 820 625 1,200,000 No.3 2 "& wider 475 275 85 820 375 1,100,000 NELMA Stud 625 375 85 Construction 2 4° thick 925 820 400 1,100,000 Standard' + 525 550 � 85. , 82Q 8 .,':i.' 1 200 00 0 Utikty . ,.. ' ; ,, r 2" 4 � wide.,, ; , : 25Q , „ 3 ` " 85` i 820 % 6 1 100,000; _, 4.. 0 ' . , , 65'' , 820z , 425 . ,'1,000;000: REDWOOD Clear Structural 1750 1000 145 650 1850 1,400,000 Select Structural 1350 800 80 650 1500 1,400,000 Select Structural, open grain 1100 625 80 425 1100 1,100,000 No.1 2 " -4" thick 975 575 80 650 1200 1,300,000 No.1, open grain 775 450 80 425 900 1,100,000 No.2 2 "& wider 925 525 80 650 950 1,200,000 No.2, open grain 725 425 80 425 700 1,000,000 RIS No.3 525 300 80 425 550 1, No.3, open grain 00,000 9 425 250 80 425 400 900,000 Stud 575 325 80 425 450 900,000 Construction 2 " -4" thick 825 ' : 475 80 425 925 900,000 Standard ` 450 275 80 425 725 900,000 Utility ; • 2 " -4" wide 225 ' 125 80 - 425 475 800,000 `SPRUCE - PINE - FIR Select Structural 2"-4" thick 1250 700 70 425 1400 1,500,000 No.1 /No.2 875 450 70 425 1150 1,400,000 i No.3 2 "& wider 500 250 70 425 650 1,200,000 NLGA Stud 675 350 70 425 725 1,200,000 Construction 2 " -4" thick 1000 500 • 70 425 1400 1,300,000 Standard 550 275 70 , 425 1150 1,200,000 Utility 2 " -4" wide 275 125 70 425 750 1,100,000 AMERICAN FOREST & PAPER ASSOCIATION