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HomeMy WebLinkAboutStructural Calcs Stamped and Signed 9-14-16.pdf COVER B C&E SHEET LLC To: Town of Vail Building Department Subject: Structural Calculations for the New Skylight Support Montaneros Condominium Project BC&E Project No.: 16017 Date: September 14, 2016 No. of Pages: See Attached Please find attached a set of structural calculations for the new support system for the additional of new skylights at the Montaneros Condominiums. The design has been performed in accordance with the 2015 International Building Code with the Town of Vail amendments. Thank you ... ...k., 1,e ..i ' i q • ...... , to • e-' Q • i4 �•rs c, I / e w 1‘e/ON A 1.� '— /'/,'ç From the desk of... Christopher M. Morgan, P.E. Principal BC&E,LLC 1520 West Canal Court,Suite 240 Littleton,Colorado 80120 Phone:(303)350-1000 Fax:(303)350-1004 sosl uisafO d .,-/ ;§ap F n e— 059LB 00"IvA2JI0av HSNOIIM789 \ I'll S±N3W2AOdWl \,- . � 1 .. is so OI2131X3 SOH9N` .I.NOW ' ;,,�yJ, k 4. ,.A a Q . N 0 H I U W U I = U _ J � i Y I - _ ; :_ . „..,71:::. IBJ _L�' 8$ ` } r Z — H j U — U' n ;b ' ' '; as ° j'9 G f;� »._! : { Esq ��x 5�/ ,r (gar 7 ” ,, { -4\ Q - 2 - , N u.: ——-- _ a�� _ s 00)- 41141c•clk_i- - iort. c7160e7 1/141 o"D LOP, '• D 5 SSDO pr 1\1LI `- 1-7.4/eiF 41(1J- .1L) r6 If V 15` 4— CV ac H Lo-e?. '1141 VO. tZ T19 1. I�/4-u II o 4 '4 74- z(S ,3 X/FTJ tcYte,V IT 4, tb,G /t-r _ (o, oq)(w ) ( i-t)1(4:4) G �t✓r� _ � � /ter I / c� r'� .t))/-r-yZ U X -76 X 1 S 6.1,(t. gQDg = tV�' ee. 2 fb 00 �� � � 4-f 4/�f o 1L Vo' �pC21 r tP D = 'Z'1 f f 4/4”c : 40e)/ /1&4e. r- O. �� r .-f►4 0A(-, = 0-1[17 t /S K Z) t ©, �� = )64t0A idit„ E© � o , f, '�-� o LAT, az. 5Af fir c��--- ..• Questions? c it s{ Please Contact: x: :::"^t,K`.b.est'<•^:y,. t Community Development (970) 479-2139 You Should Know... DRB Approval: Required for any projects that involve ANY exterior work or increase in Gross Residential Floor Area (GRFA) must first apply to, and be approved by, the Design Review Board (DRB) PRIOR to applying for a building permit. Examples of exterior work: re-painting, additions, re-siding, window replacement. Energy Code Compliance Form: Available at htt : wvyw....erigrgyycad s. oar Will-Call Inspection: The Town of Vail charges $5.00 on each building, plumbing, mechanical and permit for this service. When calling for your inspection, simply state that you would like"Will Call"and leave the best con- tact name and number. The inspector will call you on his or her way to your site. Improvement Location Certificate (ILC): A survey confirming foundation location and final building height (framing) must be submitted and reviewed prior to your framing inspection (for new construction and additions). Fireplaces: The Town of Vail has adopted restrictions on the number and types of fireplaces. Each new dwelling unit may contain either: One (1) EPA Phase II wood burning fireplace and unlimited gas fireplaces; OR Two (2) gas log fireplaces and unlimited gas fireplaces. Public Way Use Permits: Required for new construction, utility work, work in or connecting to the right-of-way (such as driveway pans), staging on the street, etc. Revocable Public Way Use Permits are required for all private improvements permanently located in the right-of-way (such as retaining walls, trees, etc). Please contact Public Works at(970) 479-2158 for any questions or to obtain a permit. Fire Alarms and Sprinklers: A monitored fire alarm or sprinkler system may be required. Contact the Fire De- partment directly at(970) 479-2252 to discuss your project and what systems may be required. St�ural Roof Snow Load: 80 PSF for roof 2 or Qreater slop Seismic: Short period spectral response: Ss =0.258 or decks and roofs less than 4:12 Long period spectral response: S1= 0.073 Wind Speed: 115 Volt or per ASCE 7 Site Class: determined by soils report Frost Depth: 48" Ground Snow Load 145 PSF Adopted Codes&Standards: 2015 International Building Code 2015 International Residential Code 2015 International Existing Building Code 2015 International Plumbing Code 2015 International Mechanical Code 2012 International Fuel Gas Code 2015 International Fire Code 2015 International Energy Conservation Code 2014 National Electrical Code 2015 Amendments located in Ordinance No. 14, Series 2015 State of Colorado—Asbestos Testing &Abatement Requirements Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services responders from exposure to harmful asbestos. It is your responsibility to be in compliance with the State. Please contact the State directly for their requirements: Colorado Department of Public Health and Environment www.cdphe.state.co.us Asbestos Compliance Assistance Group 303-692-3158 asbestos@state.co.us r S Versa-Lam Roof Load Tables ,�'`j 1 35 ?r 2800Fb DF ( 115%) Snow Load KEY TO TABLE: Top figure=Allowable Total Load(plf) Middle figure=Allowable Live Load(plf) Bottom figures=Minimum Required Bearing Length at End/Intermediate Supports(inches) Design 13/4" Width-2800 Fb DF Two-Ply 13/4"or 31/2"Width-2800 Fb DF Three-Ply 13/4"or 51/4"Width-2800 Fb DF Sr 71/4" 91/2" 117/a" 14" 91/2" 117/8" 14" 16" 18" 20" 91/2" 117/e" 14" 16" 18" 20" 6 878 1224 1640 2066 2447 3279 4132 5049 6102 7324 3671 4919 6198 7573 9153 10985 1.7/3 2.3/3 3.1/3.9 3.9/4.9 2.3/3 3.1/3.9 3.9/4.9 4.8/6 5.8/7.3 7/8.7 2.3/3 3.1/3.9 3.9/4.9 4.8/6 5.8/7.3 7/8.7 8 541 859 1127 1390 1718 2254 2780 3323 3917 4571 2577 3381 4171 4984 5875 6856 482 - - - - - - - - - - - - - - - 1.5/3 2.2/3 2.9/3.6 3.5/4.4 2.2/3 2.9/3.6 3.5/4.4 4.2/5.3 5/6.2 5.8/7.3 2.2/3 2.9/3.6 3.5/4.4 4.2/5.3 5/6.2 5.8/7.3 10 326 576 858 1047 1151 1716 2094 2474 2882 3319 1727 2574 3140 3711 4323 4979 247 556 - - 1111 - - - - - 1667 - - - - - 1.5/3 1.8/3 2.7/3.4 3.3/4.2 1.8/3 2.7/3.4 3.3/4.2 4/4.9 4.6/5.8 5.3/6.6 1.8/3 2.7/3.4 3.3/4.2 4/4.9 4.6/5.8 5.3/6.6 11 244 475 725 932 950 1450 1863 2194 2545 2919 1425 2176 2795 3290 3817 4378 186 418 - - 835 - - - - - 1253 - - - - - 1.5/3 1.7/3 2.6/3.2 3.3/4.1 1.7/3 2.6/3.2 3.3/4.1 3.9/4.8 4.5/5.6 5.1/6.4 1.7/3 2.6/3.2 3.3/4.1 3.9/4.8 4.5/5.6 5.1/6.4 12 187 398 609 831 797 1217 1663 1970 2278 2604 1195 1826 2494 2955 3417 3906 143 322 - - 643 - - - - - 965 - - - - - 1.5/3 1.5/3 2.3/3 3.2/4 1.5/3 2.3/3 3.2/4 3.8/4.7 4.4/5.5 5/6.2 1.5/3 2.3/3 3.2/4 3.8/4.7 4.4/5.5 5/6.2 13 147 333 518 708 666 1035 1415 1787 2062 2350 999 1553 2123 2681 3092 3525 112 253 494 - 506 988 - - - - 759 1482 - - - - 1.5/3 1.5/3 2.2/3 2.9/3.7 1.5/3 12.2/3 2.9/3.7 3.7/4.6 4.3/5.4 4.9/6.1 1.5/3 2.2/3 2.9/3.7 3.7/4.6 4.3/5.4 4.9/6.1 14 117 266 446 609 532 891 1218 1570 1883 2141 797 1337 1828 2355 2824 3212 90 203 396 - 405 791 - - - - 608 1187 - - - - .5/3 1.5/3 2/3 2.7/3.4 1.5/3 2/3 2.7/3.4 3.5/4.4 4.2/5.3 4.8/6 1.5/3 2/3 2.7/3.4 3.5/4.4 4.2/5.3 4.8/6 4 215 388 530 431 775 1060 1366 1708 1966 646 1163 1590 2048 2561 2949 ligIP73 165 322 527 329 643 1054 - - - 494 965 1581 - - - 1.5/3 1.5/3 1.9/3 2.6/3.2 1.5/3 1.9/3 2.6/3.2 3.3/4.1 4.1/5.1 4.7/5.9 1.5/3 1.9/3 2.6/3.2 3.3/4.1 4.1/5.1 4.7/5.9 16 77 177 340 465 353 1)• 930 1198 1499 1817 530 1020 1395 1798 2248 2726 60 136 265 434 271 530 868 - - - 407 795 1303 - - - 1.5/3 1.5/3 1.8/3 2.4/3 1.5/3 1.8/3 2.4/3 3.1/3.9 3.8/4.8 4.7/5.8 1.5/3 1.8/3 2.4/3 3.1/3.9 3.8/4.8 4.7/5.8 17 64 147 289 411 293 578 822 1060 1326 1620 440 868 1233 1590 1989 2429 50 113 221 362 226 442 724 - - - 339 663 1086 - - - 1.5/3 1.5/3 1.6/3 2.3/3 1.5/3 1.56/3 2.3/3 2.9/3.6 3.6/4.5 4.4/5.5 1.5/3 1.6/3 2.3/3 2.9/3.6 3.6/4.5 4.4/5.5 18 53 123 243 366 246 486 732 944 1181 1443 368 728 1098 1416 1771 2164 42 95 186 305 191 372 610 910 - - 286 558 915 1366 - - 1.5/3 1.5/3 1.5/3 2.1/3 1.5/3 1.5/3 2.1/3 2.7/3.4 3.4/4.3 42/5.2 1.5/3 1.5/3 2.1/3 2.7/3.4 3.4/4.3 4.2/5.2 19 45 104 206 328 208 411 656 846 1058 1293 311 617 984 1269 1587 1939 36 81 158 259 162 316 519 774 - - 243 475 778 1161 1.5/3 1.5/3 1.5/3 2/3 1.5/3 1.5/3 2/3 2.6/3.2 3.2/4.1 4/4.9 1.5/3 1.5/3 2/3 2.6/3.2 3.2/4.1 4/4.9 38 88 176 290 177 351 580 762 953 1165 265 527 870 1143 1430 1748 20 31 69 136 222 139 271 445 664 945 - 208 407 667 996 1418 1.5/3 1.5/3 1.5/3 1.9/3 1.5/3 1.5/3 1.9/3 2.5/3.1 3.1/3.8 3.8/4.7 1.5/3 1.5/3 1.9/3 2.5/3.1 3.1/3.8 3.8/4.7 22 28 65 131 216 131 261 433 627 785 960 196 392 649 941 1178 1440 23 52 102 167 104 204 334 499 710 - 157 306 501 748 1065 1.5/3 1.5/3 1.5/3 1.6/3 1.5/3 1.5/3 1.6/3 2.2/3 2.8/3.5 3.4/4.3 1.5/3 1.5/3 1.6/3 2.2/3 2.8/3.5 3.4/4.3 21 49 99 165 99 199 330 498 657 804 148 298 496 747 986 1205 24 18 40 79 129 80 157 257 384 547 750 121 236 386 576 820 1125 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 2/3 2.6/3.2 3.1/3.9 1.5/3 1.5/3 1.5/3 2/3 2.6/3.2 3.1/3.9 15 38 77 129 76 154 257 388 557 682 114 231 386 583 836 1023 26 14 32 62 101 63 124 202 302 430 590 95 185 304 453 645 885 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.7/3 2.4/3 2.9/3.6 1.5/3 1.5/3 1.5/3 1.7/3 2.4/3 2.9/3.6 12 29 61 102 59 121 203 308 443 586 88 182 305 462 664 878 28 11 25 49 81 51 99 162 242 344 472 76 148 243 363 517 709 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 2/3 2.7/3.4 1.5/3 1.5/3 1.5/3 1.5/3 2/3 2.7/3.4 9 23 48 82 46 97 163 248 357 494 70 145 245 372 536 741 30 9 21 40 66 41 80 132 197 280 384 62 121 198 295 420 576 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.8/3 2.4/3 1.5/3 1.5/3 1.5/3 1.5/3 1.8/3 2.4/3 • Total Load values are limited by shear,moment or deflection equal to L/180. Total Load • Table values for Minimum Required Bearing Lengths are based on the allowable values are the capacity of the beam in addition to its own weight. compression design value perpendicular to grain for the beam and the Total Load value • Live Load values are limited by deflection equal to L/240. Check the local building code shown. Other design considerations,such as a weaker support material,may warrant for other deflection limits that may apply. longer bearing lengths. Table values assume that support is provided across the full • Both the Total Load and Live Load values must be checked. Where a Live Load value is width of the beam. not shown,the Total Load value will control. • Double,triple or quadruple the Total Load and Live Load values to size 2-ply,3-ply or • Table values apply to either simple or multiple span beams. Span is measured center to 4-ply beams. Double the 31/2"Width values to size 7 inch wide,single-ply beams. center of supports. Analyze multiple span beams with the BC Calc software if the length Minimum Required Bearing Lengths remain the same for any number of plies. of any span is less than half the length of an adjacent span. • 13 inch members deeper than 14 inches are to be used as multiple-ply beams only. • Table values assume that lateral support is provided at each support and continuously • This table was designed to apply to a broad range of applications. It may be possible to along the compression edge of the beam. exceed the limitations of this table by analyzing a specific application with the BC Calc software. • 4h\fik...\- Ji . °V171 4 r t 62 C..e45 1.112 � gyp• Cr troo, V'C I z 70, 4 y — 30. y 41 (40- 1; v µe. ". (+; • �' f3.q 3. ‘bi-BC1 (4 �� IS ("'M °4 t- C4)( 3e5 /41 C16)( 1 , e , 4.)( I ogOi 45-) e- 30 7-40, r tae Z = ( — o ) ( tO4) L ,44') _ —4G . Cos rr - oe 3 :; 11/1, ,,04yiteK) 4101 1,'"""m �nrr Z -.7 �-s � x cis, '� l) xz + (11>c-31) (2_ix-Y 1, 2.-4,f� +4p, 34t14" /...4p.,)-‘g �j y 3 .8 yv x —�I • S = � �3(oR�3 411\ti'kl" \it Hi9OL-Le re ei /171W _z /ki 1 13,E \ --' iZ z + -�4S / r) }- ( I • 411ey - 15+:5 / rr -7,,,c,om _ — I ( mac 1 tug 11 �1 ( I 1 x b.04/4 )off mF 14 I . 21-a e4- - zs + ti : 1 X970/-5-6 ,zr . 41S psi I r \/(Z P o+J4t t "14 1/(2! �G 4` �Jp 5or-I fl *(p — t©eV 144, 1 f l y 3 1 1rs 1. 5 r �, z% clic 4- r tF ¢y Yr . i- 7 . . , Straps&res SIMPSON 1 RBC Roof Boundary Clip Strong-Tie The RBC Roof Boundary Clip is designed to aid installation r gti2 Latehl and transfer shear loads between the roof diaphragm and wall. r The locator tabs make proper location of the clip easy.The RBC m '' can be used on wood or masonry walls and will handle roof I 1 I 0 pitches from 0/12 to 12/12. I 0 ' MATERIAL:20 gauge FINISH:Galvanized 1 0 I � 1 1 i N, INSTALLATION: •Use all specified fasteners.See General Notes. 1 N m 1 53ia° Typical RBC •Field bend to desired angle-one time only. ; i N i RBC Installation U; •See flier F-RBC for more information on installation 0_ I Nt 1 o m U.S.Batent and code requirements(see page 213 for details). CODES:See page 20 for Code Reference Key Chart. I 10 o I 0I 7,293,390 1 =- - i 0 0 0 �- The RBC Installed to blocking resists rotation ' and lateral displacement of rafter or truss. s,. Code references: y. � •IRC 2000/2003/2006,R802.8 Lateral Support _ •IBC 2000/2003/2006,2308.10.6 Blocking --Rafter/Truss Blocking allows proper edge nailing of sheathing. yP) Code references: f �2 Typical RBC Installation •IRC 2000/2003/2006,Table R602.3(1),footnote i Blocking g •IBC 2000/2003/2006,2305.1.4 Shear Panel Connections ', iiP) • J I ll t, a — 1 ga, DF/SP I SPF/HF d , Fasteners Allowable Allowable Model Type of Bending Loads Loads Code +0 No. Connection Angle Ref. To Wall To Blocking Lateral Lateral Typical RBC � (160) (160) Installation Over rn 45°to90° 6-10dx1'/2 6-10dx1'/ 445 380 1"Foamboard5 13I'Typical RBC Installation <30° 6-10dx1'% 6-10dx1'/2 435 375 IPI, to CMU Block RBC ❑2 L18, - 30°to 45° 6-10dx1'/z 6-10dx1-% 480 415 F25 0 0°to45° 3-%x2%Titen4 6-10dx1'% 350 350 \afar The RBC is available al with prongs into one ,i 1.Allowable loads are for one anchor attached to blocking minimum 1'/�"thick. --�. side(RBCP)for 1 t■ 2.RBC can be installed with up to 3/<"gap and achieve 100%of the listed load. pre-attachment of ^^, 3.Allowable loads have been increased for wind or earthquake loading with no further '"--, / the part to a block at Increase allowed.Reduce where other loads govern. ; �'' the truss plant.Refer 4.When attaching to concrete use 3-'hx13h"Titen®screws. Typical RBCP 'N,\,, to technical bulletin • 5.RBC installed over 1"foamboard has a load of 395 lbs.(160)in a parallel to wall Installation ='�-to information.for more (Pi)load direction for Douglas Fir.For SPF,the load is 340 lbs. U.S.Patent information. 6.RBC may be installed over Y2"structural sheathing using 10dx1'nails with no load reduction. ;549.262 0"-- V'gap 7.NAILS:10dx1'%=0.148"dia.x 1'/2"long.See page 24-25 for other nail sizes and information. -• - A Angles tu w Our line of angles provides a way to make a wide range of 90°connections. F —L— y a MATERIAL:A21 and A23-18 ga.;all other A angles-12 ga. ttaw�� \1 _- ? Q0 6 .. FINISH:Galvanized.Some products available in stainless steel or ,;ti • F i tb. ,iii F - ZMAX®coating;see Corrosion Information,page 18-19. ;�' • en ct 0INSTALLATION:•Use all specified fasteners.See General Notes. F2 iwitd CODES:See page 20 for Code Reference Key Chart. F2 y - These products are available with additional corrosion protection.Additional products on '�z C-. '^ {t Z▪ ? this page may also be available with this option,check with Simpson Strong-Tie for details. A21 ) sRN 7 ,These products are approved for installation with the Strong-Drive SD Structural ,_ A23 = + o Connector screw.See page 30 for the correct substitution and SD screw size. •A Allowable Loads A44 Installation A21/A23 f y A33 similar) Installation n Model Dimensions Fasteners DF/SP Code ( • ry No. Base Post (160) Ret. ,iri+a ;' 0. O 6 W1 W2 L Bolts Nails Bolts Nails F1 F2 �wj 0� � rA21 2 1'% 1% - 2-10dx1% - 2-10dx1'/2 245 175 114, Moisture Anchors '2.7 `° •rA23 2 1'% 2% - 4-10dx1% - 4-10dx1'/2 585 565 L5,F13 Anchors barrier specified rA33 3 3 1% - 4-10d - 4-10d 750 330 specified W, not shown by the 'A44 41/e 4% 1'/ - 4-10d - 4-10d 750 295 by the ;: Designer Designer 401 A66 5'/e 5% 1'/2 2-9/e 3-10d 2-318 3-10tl - - 180 .• x`".,^.8• 8,-....2---''3°e 4-10 - - t a111 IIP A24 3'/e 2 2'h 1-'12 - 1-'/2 2-10d - - ' J y2 410 - Vi .. .�.,,: aq;': • 11•reit.q. 1.Allowable loads have been Increased for wind or earthquake loading with +:t ..;o;.,.`' .°•;•o no further increase allowed.Reduce where other loads govern. .. `. d 2.For SPF/HF lumber use 0.86 of table loads. A311 Installation A24 Installation 3.NAILS:10dx1%=0.148°dia.x 1W long,10d=0.148"dia.x 3"long. 181 See page 24-25 for other nail sizes and information. wr— Straps&Ties SIMPSON HRS/ST/PS/HST/HTP/LSTA/LSTI/MST/MSTA/MSTC/MSTI Strap Ties StrongTie; CODES:See page 20 for Code Reference Key Chart. - These products are available with additional corrosion protection.Additional products on 2%" this page may also be available with this option,check with Simpson Strong-Tie for details. End Distance II These products are approved for installation with the Strong-Drive SD Structural- y„-----Beam and Strap Connector screw.See page 30 for the correct substitution and SD screw size. �� I Allowable Allowable _ P Model Ga Dimensions Fasteners Tension Loads Tension Loads Code No. (Total) (DF/SP) (SPF/HF) Ret. W L (160) (160) 'LSTA9 1'/, 8-10d 740 635 LSTA12 1'% 10-10d 925 795 a LSTA A15 — 1'/, 12-10d 1110 950 LSTA 8 1% 18 14-10d 1235 1110 LSTr A211%a 16-10d 1235 1235 LSTr A24 20 1% 18-10d 1235 1235 Typical LSTA Installation ST292• — 2'/,6 1216d 1265 1120 (Hanger not shown) Bend strap one time only ST2r 122 21/te 16-16d 1530 1505 ST2r 115— % 10-16d 660 660 ST2r 2215 2'/te , 20-16d 1875 1880 'LSTA30 1%, 0 22-10d 1640 _ 1640 LSTA36— 1'/, 24-10d 1640 1640 14.L3,F2 LSTr 149 3% 49 32-10dx11/2 2975 2555 LSTA I73 3% 48-10dx1'/z 4205 3830 MSr TA9 1'/, 810d 750 645 1 Model Material Dim. Bolts Code 18 Thickness MSTA12 1% 10-10d 940 810 No. Gauge W L Qty Dia Ref. • MSr TA15 1% 15 12-10d 1130 970 PS218 2 18 4 % ` MI MSr—TA18— 11/4 18 14-10d 1315 1130 PS418 7 ga 4 18 4 % 180 • MSr TA21 1% 16-10d 1505 1290t :• r PS720 6% 20 8 /z k, �,MSTA24 11/4 18-10d 1640 1455 1.PS strap design loads must be determined MSTA30 1'/a 30 22-10d 2050 1820 j by the Designer for each installation.Bolts • MSr TA36 1'/a 26-10d 2050 2050 are installed both perpendicular and parallel- MSr TA49 1'f, 26-10d 2020 2020 F26,L3 to-grain.Hole diameter In the part may be oversized to accommodate the HDG. ST6r 215 2'Ae 20-16d 2095 1900 14,IL14,L3,F2 Designer must determine if the oversize ST6� 224— 2'/te 28-16d 2540 2540 14,L3,F2 creates an unacceptable installation. STr 9 11/4 9 8-16d 885 760 ST12 16 1% 10-16d 1105 950 • t L —01 ST1r B — 1%< 14-16d 1420 1330 j y ST2r 2— 1% 18-16d 1420 1420 14,L3,F2 0 0 0 0 • '� MS C2T 8 3 36-16d sinkers 3455 2980 - w y MS C4T 3 40% 52-16d sinkers 4745 4305 0 0 0 0 J RO r MSTC52 3 62164 sinkers 4745 4745 HTr P37Z 3 2010tlx1 Yz 1850 1600 170 PS218 and Ps4t e,1 2+,�".1/14 y _MSTC66 3 76-16d sinkers 5860 5860 PS PS720 sv 1W 1111 MSr—TC78 14 3 76-16d sinkers 5860 5860 14,L3,F2 j ST6r 236 23/4e 40-160 3845 3845 R38.. m'""'"""taie s -'10T--- 605 525 .., a 10 1010 F26 HRS S12 1% 12 14-10d 1415 1230 "MSTI26 21a 26 26-10dx1'h 2745 2325 "MSTI36 12 2'Ae 36 36-10dx1'/ 3800 3220 (' rMSTI48 2Ya 48 48-10dx1'f 5065 4290 14,L3,F2 rMST160 2'%6 60 60-10dx1th 5080 5080 rMSTl72 2'/te 72 72-10dx1'/z 5080 5080 c\ ID HRS416Z 3% 16 16-SDS 1/2"x11/4" 2835 2305 170 ' 1.Loads include a 60%load duration increase on the fasteners for wind or earthquake loading. 2 10dx1'/2 nails may be substituted where 16d sinkers or 10d are specified at 100%of the table loads Typical PS720 Installation except where straps are installed over sheathing. `' ' 3.10d commons may be substituted where 16d sinkers are specified at 100%of table loads. 4.16d sinkers(0.148"dia.x 3W long)or 10d commons may be substituted where 16d commons are specified at 0.84 of the table loads. 5.Use half of the nails in each member being connected to achieve the listed loads. 6.Tension loads apply for uplift when installed vertically. • 7.NAILS:16d=0.162"dia.x 31/4"long,16d Sinker=0.148'dia.x 3'/l long,10d=0.148"dia.x 3°long. 10dx1 Yz=0.148"dia.x 11/2"long.See page 24-25 for other nail sizes and information. 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