Loading...
Permit 1495 Mayport Rd (vault) B&K PROPERTY MANAGEMENT & DEVELOPMENT, Inc. May 8,2003 TO: City of Atlantic Beach Building Department Re: 1495 Mayport Road Atlantic Beach,FL Building Permit No.: 03-25394 To whom it may concern: Please take notice that B&K Properties has relieved Weeks Plumbing from any further obligation on the above mentioned property. Weeks Plumbing is not performing its job as requested. Therefore, B&K Properties has now hired Plumb-Pal,Inc. to resume where Weeks Plumbing left off. Please allow Plumb-Pal,Inc.to pull the necessary permit on this job and release Weeks Plumbing's permit at this time. If you have any questions or concerns regarding this situation please feel free to contact me at (904) 545-9682. Thank you for your cooperation in this situation. Sincerely, t. Ben Erhaylel President/O er JENNIFER SCHLUETER °4 *: MY COMMISSION#DD 121301 ��— .• s EXPIRES:May 27,2006 b ' A,f ceded Th u Notary Public Underwriters Advantage Steel Rage 1 . 6ute 23 , Brix 1601 �.... Boya Ave . &, Highway 100 Lake City ,FL 32025 ion- 13- 2003 !: - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - Submitted by WHD 14:00 : 30 01 -13-2003 Reviewer : WHO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - ...� F�edsSal R7417 01/03/2003 Raised Seals - - - - - - - - -- - - - - - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - <001> 8531,1- -A1 20 ' 3"5 Mona 03013001 <q02> 8531:2- -A 20'3"5 Gable 03008014 03> 8531,3- -B 21 ' 3"6 Valley 03008013 04> 853114- -65 13' 9"6 Valley 03008001 <005> 853i5- -B6 12' 3"6 Valley 03008002 006> 85311,6- -B7 10' 9"6 Valley 03008003 <Q,07> 8531'�7 -B8 9 ' 3"6 Valley 03008005 <608> 853118- -B9 7 ' 9„6 Valley 03008004 <099> 8531 - -B10 6' 3"6 Valley 03008006 <040> 85321- -Bll 4 ' 9"6 Valley 03008007 <0,'11> 85321- -B1 19 ' 9"6 Valley 03008012 <0�2> 85322- -C7 4 ' 1"7 loin Jack ,Girder 03008010 <0,D 8532 -Cl 10"15 Jack 03008008 <0 4> 8532�- -C2 6 ' Stepdown Hip Girder 03008011 <0 .5> 8532 - -05 2 ' 10"8 End Jack 03008009 <046> 85320- -B2 18' 3"6 Valley 03008015 <07> 8532- -D 16 ' 9"6 Valley 03008016 <018> 85320- -B4 15 ' 3"6 Valley 03010001 Total Drawings : <018> - -85311 - - Details Enclosed: TS001 -TS022-TS004-TS026-TS013-TS014 Engineer : E 'f 1 LLLOi 5f� (FredsSaI-Renovation of Fred's Saloon - Al 20'3"5 Mono) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 28TSC2.75 1.5x2.75-28-55KSI Fasteners=14AMD. Circles show the min. no. of blue 14AMDB1.25 fasteners Bot chord 28TSC2.75 1.5x2.75-28-55KSI and squares show the min. no. of red 14AMDR1.5 fasteners per member of Webs 33W.75x.75 .75x.75-33-45KSI truss. See DWG. TSO11 for details. :W13 33W.75xl.5 .75x1.5-33-45KSI: 130 mph wind, 13.10 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL-5.0 psf, wind BC DL-5.o SPECIAL LOADS -------------------------- ------------- --------- SCREW QUANTITIES FOR ALL MEMBERS NOT IDENTIFIED BY TC From 60 PLF at 0.00 to 60 PLF at 20.28 CIRCLED NUMBER — 1 BC From 20 PLF at 0.00 to 20 PLF at 20.28 OR In lieu of structural panels or rigid ceiling use purlins: SPECIAL LOADS to brace TC @ 24" OC, BC @ 72" OC. -------------------------------------------------- TC From 60 PLF at 0.00 to 60 PLF at 12.21 Right end vertical exposed to wind pressure. Deflection meets L/240 TC From 20 PLF at 12.21 to 20 PLF at 18.21 criteria for brittle and flexible wall coverings. TC From 60 PLF at 18.21 to 60 PLF at 20.28 BC From 20 PLF at 0,00 to 20 PLF at 20.28 IT IS THE RESPONSIBILITY OF THE TRUSS FABRICATOR TO REVIEW THIS TC * 477 LB Cone. Load at 12.21 DRAWING PRIOR TO CUTTING MATERIAL TO VERIFY THAT ALL DATA, TC * 415 LB Cone. Load at 14.21 INCLUDING DIMENSIONS AND LOADS AND BEARING LOCATIONS, CONFORM TO TC * 385 LB Cone. Load at 16,21 THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. TC * 404 LB Cone. Load at 18.21 0-5-12 +13-8-11 1.5 2 2 * SPECIAL CONNECTION REQUIRED FOR CONCENTRATED LOAD. 12-1-8 5-6 6 3 `� 10-4-15 W1 9-6 2 2 R=236 U=180 W-8" +8-10-0 R=645 U=531 W=8" R=1603 U=2197 W=8" Shim all supports to solid bearing. 0-0-3 R=587 U=805 W=8" 6-8-9 ��E 6-10-2 Components and cladding wind 3-5-7 3-3-83-5-7 2 0 0 4-0-6 1 11 10 1 11 111 pressures considered. 6-8-15 5-5-7 11-71 r 2-8-12 -1F 3-11-5 20-3-5 Over 4 Supports GALVANIZATION - G60 Design Crit: AISI 6.20 OTY:89 FL/5/-/5/E/-/- Scale .3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING TC LL 20.0 P S F R E F R7417-85311 / \ AND BRACING. UNLESS OTHERWISE INDICATEQ, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL C D L 10.0 P S F DATE 01/13/03 � T\\ PANELS AND BOTTOM CHORD SHALL HA YE A PROPERLY ATTACHED RIGID CEILING. ALPINE **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING BC DL 10•0 PSF DRW HCUSR7417 03013001 DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. J a n D 3 BC L L O,O P S F HC-ENG W H D/W H D TRUSS TEEL ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL Manuel ez FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS_ ALPINP ENGINEERED PRODUCTS, T D T.L D 40.0 P S F S E A N - 17954 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, $HIPPING, INSTALLING 4 �2 pine Engineered prodncts,I Haines(its, FL 33844 ND BRACING OF iRtIS SES. AN ENGINEER'S SEAL ON THIS DRAMING APPLIES ONLY TO THE DE SI6N OF THE TROSS FL Certificate Of XuthoriZatlon $67 DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY_ S PAC I N G 24.0" J R E F - 1 R Z 4 7 4 1 7 Z O 1 [03013001][ALPINE] [AIS11[85311--A1 20'3"5 Mono][FredsSal/Renovation of Fred's Saloon] Page 1 [TCLL 20.0][TCDL 10.01[SCOL 10.0][BCLL 0.0][ASI 1.00][OC 24.0][NM 1][SOFFIT 2.0] [No Plywood] [MOD STD-AOTO-LOAD][OC 24.00][ASI',1.00] [NM 1] [X-Loc][React][Size] ____= 20 PLF @ 0.0 to 20 @ 20.3 [y* 3.8][ 01.] [ 0.00][ 236][ -489h1[0.671 [ 6.39][ 6451[0.67] [13.24][ 1603][0.671 40 PLF @ 0.0 to 40 @ 12.2 [y=17.4] [10010] [19.61][ 587][0.67] 20 PLF @ 0.0 to 20 @ 20.3 [y=17.41[ 0%] 40 PLF @ 18.2 to 40 @ 20.3 [y=17.4] [100%] EndPts MaxT MaxC AXL OND SHR CRIP CSI COMB GLC Length Grade Brace 477.00 Lbs. @ 12.2, 17.4 Angle=270 0- 2 0 -0 0.00 0.00 0.00 0.00 0.00 SO 4 0.55 28TSC2.75 @ 24" 415.00 Lbs. @ 14.2, 17.4 Angle=270 2- 5 12 -18 0.00 0.22 0.04 0.00 0.22 AB 5 34.93 28TSC2.75 @ 24" 385.00 lbs. @ 16.2, 17.4 Angle=270 5- 6 504 -284 0.05 0.06 0.04 0.00 0.11 AB 4 8.74 28TSC2.75 @ 24" 404.00 Lbs. @ 18.2, 17.4 Angle=270 6- 8 199 -248 0.06 0.16 0.05 0.00 0.23 AB 5 37.52 28TSC2.75 @ 24" _-_-=-_-=-_--=---_-_-_ 8-11 206 -287 0.07 0.16 0.05 0.00 0.24 AB 5 39.61 28TSC2.75 @ 24" [C&C ASCE Wind Lt-+][OC 24.001[ASI 1.33][NM 1] 11-12 288 -113 0.03 0.04 0.00 0.00 0.06 AB 1 3.33 28TSC2.75 @ 24" -80 PLF @ 0.0 to -80 @ 3.0 R [y=13.9] [100%] 12-14 460 -216 0.05 0.34 0.06 0.00 0.39 AB 1 23.04 28TSC2.75 @ 24" -80 PLF @ 3.0 to -80 @ 20.3 R [y=11.8][100%1 14-16 444 -219 0.06 0.42 0.23 0.00 0.46 AB 2 1.24 28TSC2.75 @ 24" 99 PLF @ 20.2 to 99 @ 20.2 L [y=11.8] [100%] 16-19 393 -607 0.10 0.83 0.15 0.41 0.93 AO 2 45.85 28TSC2 J5 @ 24" 10 PLF @ 0.0 to 10 @ 20.3 [y= 3.8] [ 09b] 19-20 755 -428 0.11 0.40 0.15 0.00 0.46 AB 2 1.67 28TSC2.75 @ 24" 10 PLF @ 0.0 to 10 @ 3.0 [y=17.4][ 0%] 20-23 721 -417 0.13 0.31 0.06 0.00 0.44 AB 1 22.89 28TSC2.75 @ 24" 10 PLF @ 3.0 to 10 @ 20.3 [y=17.4] [ 0%] 23-24 719 -385 0.07 0.11 0.22 0.00 0.18 SB 5 1.87 28TSC2.75 @ 24" -730.00 Lbs. @ 12.2, 17.4 Angle=270 24-26 160 -66 0.02 0.08 0.03 0.00 0.10 AB 5 22.94 28TSC2.75 @ 24" -530.00 Lbs. @ 14.2, 17.4 Angle=270 26-28 1 -0 0.00 0.00 0.00 0.00 0.00 S8 4 1.05 28TSC2.75 @ 24" -525.00 Lbs. @ 16.2, 17.4 Angle=270 1- 3 0 -0 0.00 0.00 0.00 0.00 0.00 SB 4 0.39 28TSC2.75 @ 72" -620.00 Lbs. @ 18.2, 17.4 Angle=270 3- 4 27 -26 0.01 0.06 0.05 0.00 0.08 AB 1 3-71 28TSC2.75 @ 72" =-_-_-_-_-_ 4- 7 295 -342 0.71 0.16 0.02 0.00 0.82 AB 1 75.63 28TSC2.75 @ 72" [MWFRS-MOD STD-ALOAD][OC 24.00][ASI 1.33][NM 11 7- 9 534 -237 0.13 0-I3 0.08 0.00 0.26 AB 1 3.70 28TSC2.75 @ 72" -25 PLF @ 0.0 to -25 @ 20.3 [y= 3.8] [100%] 9-10 600 -295 0.14 0.28 0.18 0.00 0.42 AB 4 2.19 28TSC2.75 @ 72" 12 PLF @ 0.0 to 12 @ 20.3 [y= 3.8][ 0%] 10-13 153 -144 0.15 0.20 0.02 0.00 0.34 AB 3 63.63 28TSC2.75 @ 72" 12 PLF @ 0.0 to 12 @ 20.3 [y=17.4] [ 0%] 13-15 209 -230 0.09 0.10 0.03 0.00 0.20 AB 5 1.66 28TSC2.75 @ 72" -25 PLF @ 0.0 to -25 @ 12.2 [y=17.4] [100%] 15-17 211 -203 0.09 0.10 0.01 0.00 0.19 AB 5 15.05 28TSC2.75 @ 72" -25 PLF @ 0.0 to -25 @ 20.3 [y=17.4][1009;] 17-18 993 -568 0.31 0.23 0.36 0.00 0.51 AB 1 2.14 28TSC2.75 @ 72" -25 PLF @ 18.2 to -25 @ 20.3 [y=17.4] [1001] 18-21 455 -676 0.50 0.30 0.04 0.00 0.75 AB 5 32.67 28TSC2.75 @ 72" -293.23 Lbs. @ 12.2, 17.4 Angle=270 21-22 410 -610 0.25 0.13 0.05 0.00 0.36 AB 5 1.39 28TSC2.75 @ 72" -255.12 Lbs. @ 14.2, 17.4 Angle-270 22-25 343 -555 0.60 0.10 0.01 0.00 0.68 AB 5 45.66 28TSC2.75 @ 72" -236.68 Lbs. @ 16.2, 17.4 Angle-270 25-27 116 -87 0.04 0.01 0.02 0.00 0.05 AB 5 1.73 28TSC2.75 @ 72" -248.38 Lbs. @ 18.2, 17.4 Angle=270 27-29 2 -1 0.00 0.00 0.00 D.00 0.00 SB 4 1.07 28TSC2.75 @ 72" [STO.AOTO-LOAD][OC 24.00][ASI 1.00][NM 1] EndPts MaxT MaxC AXL BND SHR CRIP CSI COMB GLC Length Grade Brace 20 PLF @ 0.0 to 20 @ 20.3 [y= 3.8] [ 0 2- 3 113 -100 0.07 0.00 0.00 0.00 0.03 AB 5 3.16 33W.75x.15 40 PLF @ 0.0 to 40 @ 20.3 [y=17.4][100%1 4- 5 525 -271 0.30 0.00 0.00 0.00 0.15 AB 1 31.06 33W.75x.75 20 PLF @ 0.0 to 20 @ 20-3 [y=17.4] [ 0%] 6- 7 583 -482 0.58 0.00 0.00 0.00 0.58 AB 1 37.69 33W.75x.75 8- 9 279 -237 0.16 0-00 0.00 0.00 0.08 AB 5 13.23 33W.75x.75 [C&C ASCE Wind Rt-+1[0C 24.001[ASI 1.33] [NM 1] 10-11 416 -312 0.39 0.00 0.00 0.00 0.39 AB 1 38.22 33W.75x.75 -80 PLF @ 0.0 to -80 @ 17.3 R [y=12.2][100%] 12-13 90 -111 0.07 0.00 0.00 0.00 0.07 AB 2 31.95 33W.75x.75 -80 PLF @ 17.3 to -80 @ 20.3 R. [y=11.8][100%] 14-15 127 -11 0.07 0.00 0.00 0.00 0.04 AB 2 21.41 33W.75x.75 -51 PLF @ 20.3 to -51 @ 20.3 L [y=11.8] [100%] 16-17 1444 -1056 0.73 0.00 0.00 0.00 0.40 AB 5 28.27 33W.75x.75 10 PLF @ 0.0 to 10 @ 20.3 [y= 3.8] [ 0%] 18-19 1338 -935 0.88 0.00 0.00 0.00 0.88 AB 1 35.95 33W.75x.75 10 PLF @ 0.0 to 10 @ 17-3 [y=17.4][ 0%] 20-21 273 -131 0.16 0.00 0.00 0.00 0.08 AB 5 27.46 33W.75x.75 10 PLF @ 17.3 to 10 @ 20.3 [y=17.4] [ 0%) 22-23 150 -145 0.12 0.00 0.00 0.00 0.06 AB 1 32.85 33W.75x.75 -730.00 Lbs- @ 12.2, 17.4 Angle-270 24-25 918 -641 0.94 0.00 0.00 0.00 0.94 AB 1 41.54 33W.75x.75 -530.00 Lbs- @ 14.2, 17.4 Angle-270 26-27 97 -68 0.03 0.54 0.06 0.00 0.55 AB 2 33.37 33W.75xi-5 -525.DD Lbs. @ 16.2, 17.4 Angle-270 -620.00 Lbs. @ 18.2, 17.4 Angle-270 Node X-Loc Y-Lac deflY(L) deflY(T) dxL dxT MaxShear GLC 0 0.00 14.26 0.00 L/??? 0.00 L/??? 0.00 0.00 -0 10 [MWFRS ASCE Perp/L++][OC 24.001jkSI 1.33][NM 1] 1 0.01 14.00 0.01 L/841 0.01 L/696 0.00 0.00 -0 4 10 PLF @ 0.0 to 10 @ 20.3 [y=17.4] [ 0%] 2 0.05 14.25 0.00 L/804 0.01 L/665 0.00 0.00 109 5 -65 PLF @ 0.0 to -65 @ 20.3 R [y=11.8][100%] 3 0.05 13.99 0.00 L/794 0.01 L/657 0.00 0.00 -110 5 38 PLF @ 20.3 to 38 @ 20.3 L [y=11.8] [100%] 4 0.35 13.91 0.00 L/999 0.00 L/999 0.00 0.00 -107 5 10 PLF @ 0.0 to 10 @ 20.2 [y= 3.8] [ 0%] 5 2.93 13.89 0.03 L/999 0.04 L/999 0.01 0.01 -98 12 6 3.66 13.80 0.02 L/999 0.03 L/999 0.00 0.01 -108 5 [MWFRS ASCE Perp/L-i-][OC 24.00][ASI 1.33] [NM 1] 7 6.46 12.39 0.01 L1999 0.02 L/999 0.00 0.00 163 1 10 PLF @ 0.0 to TO @ 20.3 [y=17.4][ 0%] 8 6.76 13.41 0.00 L/999 0.01 L/999 0.00 0.00 146 5 -65 PLF @ 0.0 to -65 @ 20.3 R [y=11.8] [100%] 9 6.76 12.31 0.00 L/999 0.01 L/999 0.00 0.00 399 1 38 PLF @ 20.3 to 38 @ 20.3 L [y=11.8] [100%] 10 6.94 12.27 0.00 L/999 0.00 L/999 0.00 0-00 402 1 10 PLF @ 0.0 to 10 @ 20.2 [y= 3.8] [ 01] ll 10.03 13.00 0.01 L/999 0.01 L/999 0.00 0-00 -94 12 - 12 10.31 12.97 0.01 L/999 0.01 L/999 0.00 0.00 47 12 [MWFRS ASCE Perp/R++][OC 24.00][ASI 1.33][NM 1] 13 12.08 10.98 0.01 L/999 0-02 L/999 0.01 0.01 101 2 10 PLF @ 0.0 to 10 @ 20.3 [y=17.4] [ 0%] 14 12.21 12.73 0.01 L/999 0.02 L/999 0.00 0.00 -895 5 -65 PLF @ 0.0 to -65 @ 20.3 R [y=11.8] [100%] 15 12.21 10.95 0.01 L/999 0.0?_ L/999 0.01 0.01 102 2 -31 PLF @ 20.3 to -31 @ 20.3 L [y=11.8][100%] 16 12.32 12.72 0.01 L/999 0.02 L/999 0.00 0.00 -778 5 10 PLF @ 0.0 to 10 @ 20.2 [y= 3.8] [ 0%] 17 13.43 10.64 0.00 L/999 0.00 L/999 0.00 0.00 -1080 5 = _ _ _-_ _ _ _ _ _ _ _`_ _ _-_-_-=-_-=-_-_ 18 13.60 10.60 0.00 L/999 0-00 L/999 0.00 0.00 -1078 5 [MWFRS ASCE Perp/R-+][OC 24.00][ASI 1.33] [NM 1] 19 16.11 12.24 0.01 L/999 0.02 L/999 0.00 0.00 474 2 10 PLF @ 0.0 to 10 @ 20.3 [y=17.4] [ 0%] 20 16.25 12.23 0.01 L/999 0.02 L/999 0.00 0.00 214 5 -65 PLF @ 0.0 to -65 @ 20.3 R [y=11.8][100%] 21 16.25 9.94 D.DI L/999 0.02 L/999 0.00 0.01 -168 5 -31 PLF @ 20.3 to -31 @ 20.3 L [y=11.81[100%] 22 16.36 9.91 0.01 L/999 0.02 L/999 0.00 0.01 -167 5 10 PLF @ 0.0 to 10 @ 20.2 [y= 3.8][ 0%] 23 18.14 11.99 0.01 L/999 0.02 L/999 0.00 0.01 80 5 24 18.29 11.97 0.01 1-/999 0.01 L/999 0.00 0.01 -668 5 [MWFRS ASCE Par)++1[OC 24.00][ASI I.331[NM 1] 25 20.05 8.99 0.00 L/999 0-00 L/999 0.01 0.01 125 2 10 PLF @ 0.0 to 10 @ 20.3 [y-17.4] [ 0%] 26 20.19 11.73 0.00 L/999 0.00 L/999 0.00 0.00 -74 2 -65 PLF @ 0.0 to -65 @ 20.3 R [y=11.8] [100%] 27 20.19 8.95 0.00 L/999 0.00 L/999 0.01 0.01 127 2 48 PLF @ 20.3 to 48 @ 20.3 L [y=11.81[100! 28 20.28 11.72 0.00 L/??? 0-OO L/??? 0.00 0.00 -0 10 10 PLG @ 0.0 to 10 @ 20.2 29 20.28 8.93 ---- ----- ---- ----- ---- ---- 0 3 [MWFRS _ _ _ _ _ _ _- - _4 = ASCE ¢C 4.0 } - .33] [NM i] 10 PLF @ to 11110 y-17.4] [ 0%] 65 PLG @ � 0 t @ 20.3 R [y=11.8][100%] 48 PLF @ 20- to 48 @ 20.3 L [y=11.8] [100%] 10 PLF @ 0.0 to 10 @ 20.2 [y= 3.8][ 0%] [03013001][ALP INE][AISI][85311--A1 20'3'5 Mono][Freds5aI/Renovation of Fred's Saloon] Page 2 [C&C ASCE Wind Lt-+1][OC 24.00][ASI 1.33] [NM 1] -80 PLF @ 0.0 to -80 @ 3.0 R [y=13.9][100%] 10 PLF @ 0.0 to 10 @ 3.0 [y=17.4] [ 011] 10 PLF @ 3.0 to 10 @ 20.3 [y=17.41 [ 0%] 99 PLF @ 20.3 to 99 @ 20.3 L ',[y=11.8] [100%] 10 PLF @ 0.0 to 10 @ 20.3 [y= 3.8] [ 011] -80 PLF @ 3.0 to -80 @ 20.3 R ',[y=11.8] [100%] [C&C ASCE Wind Rt-+1][OC 24.00](ASI 1.33] [NM 1] -80 PLF @ 0.0 to -80 @ 17.3 R [y=12.2] [10096] 10 PLF @ 0.0 to 10 @ 17.3 [y=17.4] [ 0%] 10 PLF @ 17.3 to 10 @ 20.3 [y=17.4] [ OJ] -51 PLF @ 20.3 to -51 @ 20.3 L [y=11.8] [100%] 10 PLF @ 0.0 to 10 @ 20.3 [y= 3.8] [ 0%] 80 PLF @ 17.3 to -80 @ 20.3 R [y=11.8][1001] (FredsSal-Renovation Of Fred's Saloon - A 20'3"5 Gable) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS $ DIMENSIONS) SUBMITTED BY TRUSS MFR_ Top chord 28TSC2.75 1.5x2.75-28-55KSI Fasteners=14AMD. Circles show the min. no, of blue 14AMDB1.25 fasteners Bot chord 28TSC2.75 1.5x2.75-28-55KSI and squares show the min. no, of red 14AMDR1.5 fasteners per member of Webs 33W.75x.75 .75x.75-33-45KSI truss. See DWG. TSO11 for details. :W12 33W.75xl.5 .75x1.5-33-45KSI: 130 mph wind, 13.10 ft mean hgt, ASCE 7-98, CLOSED bldg, Located Right end vertical exposed to wind pressure. Deflection meets L/240 anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. criteria for brittle and flexible wall coverings. SCREW OUANTITIES FOR ALL MEMBERS NOT IDENTIFIED BY + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. CIRCLED NUMBER - 1 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF INTO THE ROOFAND CEILING DIAPHRAGMS. ROOF AND CEILING DIAPHRAGMS AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING PROVIDE LATERAL SUPPORT FOR PURLINS. CONNECTION AND DESIGN OF THESE SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. * 3625162-33 "C" CHANNEL "T" BRACE (OPEN END OUT) .ATTACH "C" CHANNEL TO NARROW FACE OF WEB SO THAT FLANGE OF In lieu of rigid ceiling use purlins: CHANNEL IS FLUSH WITH OUTSIDE EDGE OF TOP AND BOTTOM CHORDS. to brace BC @ 48" OC 0-5-12 "C" CHANNEL IS TO BE ATTACHED TO PORTION OF WEB BETWEEN CHORDS. ATTACH WITH #10 SELF DRILLING SCREWS THROUGH THE 0.75" 13-8-11 1.5 -� 13-3-5 + + 12-9- * + 12-3- 4- 11-9- 11-9- + 5-6-6 NOTE: TRUSS DESIGNED TO SUPPORT 11-3- + A 0" MAX. OUTLOOKER. 3 L✓ 0 9- + * * * W1 e T DEFLECTION MEETS L/360 LIVE 1 10-3- * 3-0-0 AND L/240 TOTAL LOAD. 9.9_ Shim all supports to solid bearing. 9-3- 8-1 - R-87 U-180 W-B" R-158 U-180 W-8" R-160 U-180 W=8" R=160 U=180 W-8" R=157 U-180 W=8" R=76 U3180 WG8" R-166 U-180 W-8" R-160 U-180 W-8" R-160 U-180 W—B" R-161 U=180 W-8" R-178 U-180 W-8" °�2-1-22-0-0---J,2-0-0--,JF2-0-0---J---�c-2-0-12-:--�1-11-4--J,2-0-0-1-2-0-0-J- 2-0-0----j 0-1-8 2-0-0 2 0 0 --2-0-0 z o o �J<-2-0-0 20 0 - -2 0 0--- -2 0 0 -� -2 0 0- -2 0 0-�11 20-3-5 Over 11 Supports ;A GALVANIZATION G60 Design Crit: AISI 6.20 QTY:2 FL/5/-/5]E/-/- Scale =.375" Ft. A ��WARNING*X" TRUSSES REOUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING. INSTALLING TC LL 20.0 PSF REF R7417-85312 AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURALTC DL 10.0 PSF DATE 01/08/03 PANELS AND BOTTOM CHORD ;HALL HAVE A PROPERLY ATTACHED RIGID CEILING. ALPINE **IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING BC DL 10.0 PSF DRW HCUSR7417 03008014 DEPICTED ON THIS DESIGN IS ONLY EOR LATERAL ...PORT OF .0.115 MEM9ERS TO REDUCE BUCKLING LENGTHS. J a n 03 BC LL 0.0 P S F HC-ENG W H D/W H D TRUSC TEEL ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TU RESIST LATERAL T r AJ FORCES AND HDLD TRUSSES PLUMB. SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, lYiA7�T7ue eZ T 0 T.L D. 40.0 P S F SEAN - 17874 INC_ SHALL NOT BE RESPONSIILE FOR ANY DEVIATION FRIM THIS DESIGN OR HANDLING, SHIPPING. INSTALLING yy Q.4 822 Ptpe EngltlfQCCd PIOdUClS,111 AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS Haines City,FL33844 FL Certificate of AuththorizDEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. SPACING 24.0" J R E F - 1 R Z 4 7 4 1 7 Z 0 1 ation H 567 [03008014][ALPINE][AISI][85312--A 20'3"5 Gable][FredsSal/Renovation of Fred's Saloon] Page 1 [TCLL 20.0][TCDL 10.0][BCDL 10.01[BCLL 0.0][AS[ 1.001[OC 24.01[NM 1][SOFFIT 2.01 [STD.AUTO.LOAD][OC 24.00][ASI 1.00][NM 1] [X-Loc][React][Size] ____= 20 PLF @ 0-0 to 20 @ 20.3 [y= 3.8] [ 0%] [ 0.00] [ 87][ -490h][0.67] [ 1.77][ 166][0.67] [ 3.77][ 158][0.67] 40 PLF @ 0.0 to 40 @ 20.3 [y=17.41[100%1 [ 5.77][ 160][0.67] [ 7.77][ 160][0.671 [ 9.84][ 160][0.67] 20 PLF @ 0.0 to 20 @ 20.3 [y=17.4] [ 0%] [11.77][ 160][0.67] [13.77][ 161][0-67] [15.77][ 157][0.671 =-_-_-_ [17.771[ 178)[0.67] [19.611[ 76][0.67] [MWFRS ASCE Perp/L++][OC 24.00][ASI 1,33] [NM 1] 10 PLF @ 0.0 to 10 @ 20.3 [y=17.4] [ 0%] EndPts MaxT MaxC AXL BND SHR CRIP CSI COMB GLC Length Grade Brace -65 PLF @ 0.0 to -65 @ 20.3 R [y=11.8][1001;] 0- 2 0 -1 0.00 0.00 0.00 0.00 0.00 SB 1 1.67 28TSC2.75 Plywd 38 PLF @ 20.2 to 38 @ 20.2 L [y=11.8] [100%1 2- 5 6 -10 0.00 0.04 0.03 0.00 0.04 AS 1 20.16 28TSC2.75 Plywd 10 PLF @ 0.0 to 10 @ 20.2 [y= 3.8] [ 0%] 5- 6 334 -9 0.00 0.05 0.03 0.00 0.05 AS 1 4.03 28TSC2-75 Plywd 6- 8 322 -7 0.00 0.05 0.03 0.00 0.05 AS 1 24.19 28TSC2.75 Plywd [MWFRS ASCE Perp/L-+][OC 24.00][ASI 1.33][NM 1] 8-10 302 -8 0.03 0.03 0.02 0.00 0.05 AS 6 24.19 28TSC2.75 Plywd 10 PLF @ 0.0 to 10 @ 20.3 [y=17.4] [ 0%] 10-12 282 -7 0.03 0.03 0.02 0.00 0.05 AB 6 24.19 28TSC2..75 Plywd -65 PLF @ 0.0 to -65 @ 20.3 R [y=11.8] [100"] 12-14 262 -7 0.02 0.03 0.02 0.00 0.04 AS 6 24.19 28TSC2.75 Plywd 38 PLF @ 20.2 to 38 @ 20.2 L [y=11.8] [100%] 14-16 242 -7 0.00 0.04 0.03 0.00 0.04 A8 1 24.19 28TSC2.75 Plywd 10 PLF @ 0.0 to 10 @ 20.2 [y= 3.8] [ 011] 16-18 222 -7 0.00 0.04 0.03 0.00 0.04 AB 1 24.19 28TSC2.75 Plywd =-_-_-_ 18-20 201 -27 0.00 0.04 0.03 0.00 0.04 AS 1 24.19 28TSC2.15 Plywd [MWFRS ASCE Perp/R++][OC 24.00][ASI 1.33] [NM 11 20-22 182 -47 0.00 0.05 0.03 0.00 0.05 AB 1 24.19 281SCZ-75 Plywd 10 PLF @ 0.0 to 10 @ 20.3 [y=17.4][ 0%] 22-24 159 -66 0.00 0-05 0.04 0.00 0.05 AS 1 24.19 28TSC2_75 Plywd -65 PLF @ 0.0 to -65 @ 20.3 R [y=11.8] [10011] 24-26 2 -1 0.00 0.00 0.00 0.00 0.00 SB 1 1.67 28TSC2.75 Plywd -31 PLF @ 20.2 to -31 @ 20.2 L [y=11.8] [100%] 1- 3 0 -1 0.00 0.00 0.00 0.00 0.00 SB 1 1.54 28TSC2.75 Diaph 10 PLF @ 0.0 to 10 @ 20.2 [y= 3.81[ 0%] 3- 4 15 -15 0.00 0.03 0.03 0.00 0.04 SB 1 2.83 28TSC2..15 Diaph 4- 7 144 -80 0.00 0.03 0.01 0.00 0.03 AS 1 21.90 28TSC2.75 Diaph [MWFRS ASCE Perp/R-+][OC 24,00][ASI 1.33] [NM 11 7- 9 148 -77 0.00 0.02 0.01 0.00 0.02 AB 1 24.74 28TSC2.75 Diaph 10 PLF @ 0.0 to 10 @ 20.3 [y=17.4] [ 096] 9-11 147 -78 0.00 0.02 0.01 0.00 0.02 AB 1 24.74 28TSC2.75 Diaph -65 PLF @ 0.0 to -65 @ 20.3 R [y=11.8] [100%] 11-13 147 -78 0.00 0.01 0.01 0.00 0.01 AS 1 24.74 28TSC2.75 Diaph -31 PLF @ 20.2 to -31 @ 20.2 L [y=11.81 [100"] 13-15 147 -78 0.00 0.01 0.01 0.00 0.01 AB 1 24.74 28TSC2.75 Diaph 10 PLF @ 0.0 to 10 @ 20.2 [y= 3.8] [ 0%] 15-17 147 -78 0.00 0.01 0.01 0.00 0.01 AS 1 24.74 28TSC2.75 Diaph 17-19 147 -78 0.00 0.01 0.01 0.00 0.01 AS 1 24.74 28TSC2.15 Diaph [MWFRS ASCE Parl++] [OC 24.00][ASI 1.33][NM 1] 19-21 147 -78 0.00 0.01 0.01 0.00 0.01 AS 1 24.74 28TSC2.15 Diaph 10 PLF @ 0.0 to 10 @ 20.3 [y=17.4] [ D'%1 21-23 147 -78 0.00 0.02 0.01 0.00 0.02 AS 1 24.74 28TSC2.75 Diaph -65 PLF @ 0.0 to -65 @ 20.3 R [y=11.8] [100%] 23-25 148 -77 0.00 0.02 0.01 0.00 0.02 AB 1 24.74 28TSC2.75 Diaph 48 PLF @ 20-2 to 48 @ 20.2 P- [y=11.8] [100%] 25-27 4 -1 0.00 0.00 0.00 0.00 0.00 SB 1 1.71 28TSC235 Diaph 10 PLF @ 0.0 to 10 @ 20.2 [y= 3.83E 0%3 EndPts MaxT MaxC AXL BND SNR CRIP CSI COMB GLC Length Grade Brace [MWFRS ASCE Parl +] [OC 24.003[ASI 1.33][NM 1] 2- 3 63 -56 0.04 0.00 0.00 0.00 0.02 AS 9 3.30 33W.75x_75 10 PLF @ 0.0 to 10 @ 20.3 [y=17.4] [ 011] 4- 5 351 0 0.20 0.00 0.00 0.00 0.10 AS 8 17.32 33W.75x-7 5 -65 PLF @ 0.0 to -65 @ 20.3 R [y=11.8] [100%] 6- 7 135 -136 0.08 0.00 0.00 0.00 0.04 AB 9 6.30 33W.75x.75 48 PLF @ 20.2 to 48 @ 20.2 L [y=11.81[1009;] 8- 9 144 -116 0.08 0.00 0-00 0.00 0.04 AS 8 9.30 33W.75x_75 10 PLF @ 0.0 to 10 @ 20.2 [y= 3.8] [ 096] 10-11 143 -121 0.08 0.00 0.00 0.00 0.04 AB 9 12.30 33W.75x.75 12-13 142 -120 0.08 0.00 0.00 0-00 0.04 AS 8 15.30 33W.75x.75 [C&C ASCE Wind Lt-+] [OC 24.00][ASI 1.33] [NM 1] 14-15 142 -120 0.08 0.00 0.00 0.00 0.04 AB 9 18.30 33W.7Sx_75 -80 PLF @ 3.0 to -80 @ 20.3 R [y=11.8] [100%] 16-17 142 -120 0.08 0.00 0.00 0.00 0.04 AS 9 21.30 33W.75x.75 10 PLF @ 0.0 to 10 @ 3.0 [y=17.41[ 0%] 18-19 143 -120 0.08 0.00 0.00 0.00 0.04 AS 8 24.30 33W.75x_.75 -80 PLF @ 0.0 to -80 @ 3.0 R [y=13.9] [10011.] 20-21 140 -118 0.08 0.00 0.00 0.00 0.04 AS 9 27.30 33W.75x35 10 PLF @ 3.0 to 10 @ 20.3 [y=17.4] [ 0%] 22-23 158 -133 0.10 0.00 0.00 0-00 0.10 AS 1 30.30 33W.75K.75 99 PLF @ 20.2 to 99 @ 20.2 L [y=11.8] [100%] 24-25 85 -57 0.03 0.53 0.06 0.00 0.55 AB 8 33.30 33W.75x0-5 10 PLF @ 0,0 to 10 @ 20.3 [y= 3.8] [ 01] Node X-Loc Y-Loc deflY(L) defly(T) dxL dxT MaxShea:r GLC [C&C ASCE Wind Rt-+][OC 24-00)[ASI 1.33] [NM 11 0 0.00 14.26 0.00 L/??? 0.00 L/??? 0.00 0.00 G 9 -80 PLF @ 17.3 to -80 @ 20.3 R [y=11.8] [100%] 1 0.01 14.00 ---- ----- --- ---- --- ---- -O' 8 10 PLF @ 0.0 to 10 @ 17.3 [y=17.4] [ 0%] 2 0.14 14.24 0.00 L/999 0.00 L1999 0.00 0.00 53 9 80 PLF @ 0-0 to -80 @- 17.3 R [y=12.2] [100%] 3 0.14 13.97 0.00 L/999 0.00 L/999 0.00 0.00 -647 9 10 PLF @ 17-3 to 10 @ 20.3 [y=17.4] [ 0%] 4 0.37 13.91 0.00 L/999 0.00 1,1999 0.00 0.00 61 1 -51 PLF @ 20.2 to -5I @ 20.2 L [y=11.8] [100%] 5 1.81 14.03 0.00 L/999 0.00 L/999 0.00 0.00 -64 8 10 PLF @ 0.0 to 10 @' 20.3 [y= 3.8][ 0%] 6 2.14 13.99 0.00 L/999 0.00 L/999 0.00 0.00 13 9 ------ 7 -_-_7 2.14 13.47 0.00 L/999 0.00 L/999 0.00 0.00 20 9 8 4.14 13.74 0.00 L/999 0.00 L/999 0.00 0.00 -72 8 9 4.14 12.97 0.00 L/999 (1.60 L/999 0.00 0.00 21 1 10 6.14 13.49 0.00 L/999 0.00 L/999 0.00 0.00 -71 9 11 6.14 12.47 0.00 L/999 0.00 L/999 0.00 0.00 -19 1 12 8.14 13.24 0.00 L/999 0.00 L/999 0.00 0.01 -71 8 13 8.14 11.97 0.00 L/999 0.00 L/999 0.00 0.00 20 1 14 10.14 12.99 0.00 L/999 0.00 L/999 0.01 0.01 -71. 9 15 10.14 11.47 0.00 Lj999 0.00 L/999 0.00 0.00 -19 1 16 12.14 12.74 0.00 L/999 0.00 L/999 0.01 0.01 -7"L 8 17 12.14 10.97 0.00 L/999 0.00 L/999 0.00 0.00 19 1 18 14.14 12.49 0.00 L/999 0.00 L/999 0.01 0.01 71 8 19 14.14 10.47 0.00 L1999 0.00 L/999 0.00 0.00 -20', 1 20 16.14 12.24 0.00 L1999 0.00 L/999 0.01 0.01 -70 9 21 16.14 9.97 0.00 L/999 0.00 L/999 0.00 0.00 19 1 22 18.14 11.99 0.00 L/999 0.00 L/999 0.01 0.01 84 8 23 18.14 9.47 0.00 L/999 0..00 L/999 0.00 0.00 -23 1 24 20.14 11.74 0.00 L/999 0.00 L/999 0.01 0.01 -58 8 25 20.14 8.97 0.00 L/999 0.00 L/999 0.00 0.01 15 1 26 20.28 11.72 0.00 L/??? 0.00 L/??? 0.00 0.00 d 2 20.28 8.93 ---- ----- ---- ---- ---- ---- -0 2 (FredsSal-Renovation of Fred's Saloon - B 21'3"6 Valley) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 28TSC2.75 1.5x2.75-28-55KSI Fasteners=14AMD. Circles show the min. no, of blue 14AMDB1,25 fasteners Bot chord 28TSC2.75 1.5x2.75-28-55KSI and squares show the min. no. of red 14AMDR1.5 fasteners per member of Webs 33W.75x.75 .75x.75-33-45KSI truss. See DWG. TS011 for details. (A) 33TSBUC3.5 20ga. Bent-U connector required. Square indicates min. 130 mph wind, 13.73 ft mean hgt, ASCE 7-98, CLOSED bldg, Located fastener qty. thru connector overlap. See drawing TS004 for peak anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL-5.0 psf, connector detail . In lieu of rigid ceiling use purlins: to brace BC @ 24" OC SCREW QUANTITIES FOR ALL MEMBERS NOT IDENTIFIED BY CIRCLED NUMBER - 1 See DWG TS026 for valley details. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. * 362SI62-33 "C" CHANNEL "T" BRACE (OPEN END OUT) ,ATTACH "C" CHANNEL TO NARROW FACE OF WEB SO THAT FLANGE OF + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. CHANNEL IS FLUSH WITH OUTSIDE EDGE OF TOP AND BOTTOM CHORDS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. "C" CHANNEL IS TO BE ATTACHED TO PORTION OF WEB BETWEEN CHORDS. ATTACH WITH #10 SELF DRILLING SCREWS THROUGH THE 0.75" THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF FACE, 1" FROM EACH END OF BRACE AND 6" O.C. AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. ID(A) GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. ROOF AND CEILING DIAPHRAGMS + I F•,`` ;-i � I + PROVIDE LATERAL SUPPORT FOR PURLINS. CONNECTION AND DESIGN OF THESE .SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NOTE: TRUSS DESIGNED TO SUPPORT A 0" MAX. OUTLOOKER. * 3-6-9 VE 0-2-10 * 0-2-10 11-10-3 41 ( 1 415 L_1-415 f 0-7-11 0 7-11 �`�') 0-7-13 0-72-0-0— —2-0-0�-2-0-0— < 2-0-0 > X2-0-0-- e 2-0-0— ie 2-0-0--�-2-0-0-- I-- 0 7 13 9-2-12 9-2-12 _J R-80 PEE U--70 PLF W-21-3-6 C� 21-3-6 Over Continuous Support GALVANIZATION G60 Design Crit: AISI 5.10 QTY:3 FL/5/-/5/E/-/- Scale "WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING TC LL 20.0 P S F R E F R7417-85313 / \ ANDBRACING. UNLESS OTHERWISII NDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL T C D L 1 0.0 P S F DATE 0 1/0 8/0 3 1/ T�T PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. AT PI l\Il� "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING BC DL 10.0 PSF DRW HCUSR7417 03008013 L 11.\\L DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. jd '03 BC LL 0.0 P S F HC-ENG WHD/W H D T'RUSS TEEL J ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL Mance eZ FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, lYl 1 y TOT.L D 40.0 P S F S E Q N - 10814 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING '0. 1 82 pile Engineered Products,In . AND BRACING fIF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS Hames Ciry_,FL 33844 SPACING 2 4.0" J R E F 1 R Z 4 7 4 1 7 Z 0 1 FL Certificate of Authorization#567 DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. [03008013] [ALPINE] [AISI][B 21'3"6 Valley][FredsSal/Renovation of Fred's Saloon] Page 1 [TCLL 20.0] [TCDL 10.01[BCOL 10.0][BCLL 0.0][ASI 1.00][OC 24.0][NM 1)[SOFFIT 2.01 [STD.AUTO.LOADJ[OC 24.00][ASI 1.00][NM 1] =====Bearings=== [X-Loc][React][Size] ____= 20 PLF @ 0.0 to 20 @ 21.3 [y= 6.8][ 0%] [ 0.00][ 1598][ -327h]121.28] 4 PLF @ -0.7 to 4 @ 0.0 [y+ 6.81[ 0%] 60 PLF @ -0.7 to 60 @ 21.3 [y=18.4][ 67°0] EndPts MaxT MaxC AXE BND SNR CRIP CSI COMB GLC Length Grade Brace =-_-_-_-_-_-_-_-_-_-_-_-_-_ 0- 2 20 -0 0.00 0.05 0.03 0.00 0.06 AB 1 10.01 26TSC2.75 Plywd [MWFRS ASCE Perp/L++][OC 24.00][ASI 1.33][NM 11 2- 5 43 -15 0.00 0.05 0.02 0.00 0.05 AB 1 5.39 28TSC2.75 Plywd -42 PLF @ 10.6 to -42 @ 20.6 R [y=12.0] [100%] 5- 6 226 -79 0.00 0.03 0.00 0.00 0.03 AB 1 1.65 28TSC2.75 Plywd 11 PLF @ 0.7 to 11 @ 20.6 [y=18.4][ 01] 6- 8 190 -20 0.00 0.04 0.03 0.00 0.05 AB 1 25.30 28TSC2.75 Plywd 10 PLF @ 1.4 to 10 @ 19.9 ty- 6.81[ 0%] 8-10 190 -20 0.00 0.04 0.03 0.00 0.05 AB 1 25.30 28TSC2.75 Plywd -42 PLF @ 0.7 to -42 @ 10.6 L [y=15.3] [100%] 10-12 190 -19 0.00 0.05 0.03 0.00 0.05 AB 1 25.30 28TSC2.75 Plywd 12-14 202 -22 0.00 0.05 0.03 0.00 0.05 AB 1 25.30 28TSC2.75 Plywd [MWFRS ASCE Perp/L-+][OC 24.00][ASI 1.33] [NM 1] 14-16 242 -11 0.02 0.00 0.01 0.00 0.02 AB 6 8.10 28TSC2.75 Plywd -42 PLF @ 10.6 to -42 @ 20.6 R [y=12.0] [100%] 16-18 242 -11 0.02 0.00 0.01 0.00 0.02 AB 6 8.10 28TSC2.75 Plywd 11 PLF @ 0.7 to 11 @ 20.6 [y=18.41 [ 01.1 1B-20 202 -22 0.00 0.05 0.03 0.00 0.05 AB 1 25.30 28TSC2.75 Plywd 10 PLF @ 1.4 to 10 @ 19.9 [y= 6.8] [ 096] 20-22 126 -19 0.00 0.05 0.03 0.00 0.05 AB 1 25.30 28TSC2.75 Plywd -42 PLF @ 0.7 to -42 @ 10.6 L [y=15.3][100°x] 22-24 58 -20 0.00 0.04 0.03 0.00 0.05 AB 1 25.30 28TSC2.75 Plywd =-------=-_-_-_-_-_-_-_-=-_-= -------=-_-=-_ _ 24-26 19 -83 0.00 0.04 0.03 0.00 0.05 AB 1 25.30 28TSC2.75 Plywd [MWFRS ASCE Perp/R++][OC 24.00][ASI 1.33] [NM 1] 26-28 0 -157 0.00 0.03 0.00 0.00 0.03 AB 1 1.65 28TSC2.75 Plywd -42 PLF @ 10.6 to -42 @ 20.6 R [y=12.0][100%] 28-30 47 -11 0.00 0.05 0.02 0.00 0.05 AB 1 5.39 28TSC2.75 Plywd 11 PLF @ 0.7 to 11 @ 20.6 [y=18.4] [ 011] 30-33 20 -0 0.00 0.05 0.03 0.00 0.06 AB 1 10.01 28TSC2.75 Plywd 10 PLF @ 1.4 to 10 @ 19.9 [y= 6.8][ 0%] 1- 3 0 -0 0.00 0.00 0.00 0.00 0.00 SB 1 0.38 28TSC2.75 @ 72" -42 PLF @ 0.7 to -42 @ 10.6 L [y=15.3] [100°0] 3- 4 327 -1 0.00 0.00 0.00 0.00 0.00 SB 1 1.36 28TSC2.75 @ I" _ _ _ _ _ - _ - _ _ - _ _ _-_-_-_-=­=­_ 4- 7 151 0 0.00 0.01 0.01 0.00 0.01 SB 1 5.31 28TSC2.75 @ 5" [MWFRS ASCE Perp/R-+][OC 24-00][ASI 1.33] [NM 1] 7- 9 151 0 0.00 0-01 0.01 0.00 0.01 AB 1 24.00 28TSC2.75 @ 24" -42 PLF @ 10.6 to -42 @ 20.6 R [y=12.0] [10046] 9-11 151 0 0.00 0.01 0.01 0.00 0.01 AB 1 24.00 28TSC2.75 @ 24" 11 PLF @ 0.7 to 11 @ 20.6 (y=18.4]L 046] 11-13 151 0 0.00 0-01 0.01 0.00 0.01 AB 1 24.00 28TSC2.75 @ 24" 10 PLF @ 1.4 to 10 @ 19.9 [y= 6.8] [ 0%] 13-15 151 0 0.00 0.01 0.01 0.00 0.01 AB 1 24.00 28TSC2.75 @ 24" -42 PLF @ 0.7 to -42 @ 10.6 L [y=15.3][100%] 15-17 151 0 0.00 0.01 0.01 0.00 0.01 SB 1 7.69 28TSC2.75 @ 8' 17-19 151 o 0.00 0.01 0.01 0.00 0.01 SB 1 7.69 28TSC2.75 @ 8" [MWFRS ASCE Parl++] [OC 24.00][ASI 1.33] [NM 1] 19-21 151 0 0.00 0.01 0.01 0.00 0.01 AB 1 24.00 28TSC2.75 @ 24' -65 PLF @ 10.6 to -65 @ 20.6 R [y=12.0][100%] 21-23 151 0 0.00 0.01 0.01 0.00 0.01 AB 1 24.00 28TSC2.75 @ 24' 11 PLF @ 0.7 to 11 @ 20.6 [y=18.4] [ 01,] 23-25 151 0 0.00 0.01 0.01 0.00 0.01 AB 1 24.00 28TSC2.75 @ 24" 10 PLF @ 1.4 to 10 @ 19.9 [y= 6.8][ 0%] 25-27 151 0 0.00 0.01 0.01 0.00 0.01 AB 1 24.00 28TSC2.75 @ 24" -65 PLF @ 0.7 to -65 @ 10.6 L [y=15.3] [100%] 27-29 151 0 0.00 0.01 0.01 0.00 0.01 SB I 5.31 28TSC2.75 @ 5" 29-31 0 0 0.06 0.00 0.00 0.00 0.00 SB 1 1.36 28TSC2.75 @ 1" [MWFRS ASCE Par]-+][OC 24.00][ASI 1.33] [NM 11 31-32 0 -0 0.00 0.00 0.00 0.00 0.00 SB 1 0.38 28TSC2.75 @ 72" -65 PLF @ 10.6 to -65 @ 20.6 R [y=12.0] [100%] 11 PLF @ 0.7 to 11 @ 20.6 [y=18.4][ 0%] EndPts MaxT MaxC AXL BND SHR CRIP CSI COMB GLC Length Grade Brace 10 PLF @ 1.4 to 10 @ 19.9 [y= 6.8] [ 01.] 2- 3 115 -98 0.07 0.00 0.00 0.00 0-03 AB 9 3.09 33W.75x.75 -65 PLF @ 0.7 to -65 @ 10.6 L [y=15.3][100%] 4- 5 287 -146 0.17 0.00 0.00 0.00 0.08 AB 8 6.08 33W.75x.75 6- 7 186 -137 0.11 0.00 0.00 0.00 0.05 AB 9 5.32 33W.75x.75 [C&C ASCE Wind Lt-+][OC 24.00][AST 1.33] [NM 1] 8- 9 205 -124 0.12 0.00 0.00 0.00 0.06 AB 9 13.32 33W.75x.75 11 PLF @ -0.7 to 11 @ 0.0 [y=18.4] [ 01.1 10-11 193 -118 0.11 O.00 0.00 0.00 0.05 AB 9 21-32 33W.75x.75 11 PLF @ 0.7 to 11 @ 2-2 [y=18.41 [ 01.1 12-13 218 -128 0.13 0.00 0.00 0.00 0.06 AB 9 29.32 33W.75x.75 11 PLF @ 2.2 to 11 @ 10.6 [y=18.4][ 096] 14-15 121 -86 0.10 0.00 0.00 0.00 0.10 AB 1 37.32 33W.75x.75 -99 PLF @ 10.6 to -99 @ 13.6 R [y=14.3] [100%] 16-17 0 -108 0.11 0.00 0.00 0.00 0.11 AB 9 39.88 33W.75x.75 11 PLF @ 10.6 to 11 @ 13.6 [y=18.4] [ 0%] 18-19 125 -86 0.10 0.00 0.00 0.00 0.10 AB 1 37.32 33W.75x.75 11 PLF @ 13.6 to 11 @ 20-6 [y=18.41 [ 0%] 20-21 218 -128 0.13 0.00 0.00 0.00 0.06 AB 9 29.32 33W.75x.75 10 PLF @ 0.0 to 10 @ 21.3 [y= 6.8] [ 0%] 22-23 194 -118 0.11 0.00 0.00 0.00 0.05 AB 8 21.32 33W.75x.75 -99 PLF @ 13.6 to -99 @ 20.6 R [y=12.0] [1001] 24-25 205 -124 0.12 0.00 0.00 0.00 0.06 AB 9 13.32 33W.75x.75 =-_-_-_-_ - 26-27 231 -54 0.13 0.00 0.00 0.00 0.06 AB 8 5.32 33W.75x.75 [C&C ASCE Wind Rt-+][OC 24-001[AST1.33] [NM 1] 28-29 0 -244 0.08 0.00 0.00 0.00 0.08 AB 8 6.08 33W.75x.75 -99 PLF @ 7-7 to -99 @ 10.6 L [y=15.3][100%] 30-31 128 -98 0.07 0.00 0.00 0.00 0.04 AB 8 3.09 33W.75x.75 11 PLF @ -0.7 to 11 @ 7.6 [y=18.4] [ 0961 -99 PLF @ 27.6 to -99 @ 20.6 R [y=12.0] [100%] Node X-Loc Y-Loc deflY(L) deflY(T) dxL dxT HaxShear GLC 11 PLF @ 7.6 to 11 @ 10.6 [y=18.4] [ 0%1 0 0.65 11.95 0.00 L/999 0.00 L/999 0.00 0.00 0 1 -99 PLF @ 0.7 to -99 @ 7.7 L [y=14.3][100%] 1 1.41 11.96 ---- ----- --- ---- --- --- -0 1 11 PLF @ 10.6 to 11 @ 17.6 [y=18.41 [ 0%] 2 1.44 12.72 0.00 L/999 0.00 L/999 0.00 0.00 -64 9 11 PLF @ 17.6 to 11 @ 20.6 [y=18.4] [ 0%] 3 1.44 11.96 0.00 L/999 0.00 L/999 0.00 0.00 -2 1 10 PLF @ 0.0 to 10 @ 21.3 [y= 6.8] [ 0%] 4 1.56 11.96 0.00 L/999 0.00 L/999 0.00 0.00 7 1 -99 PLF @ 10.6 to -99 @ 17.6 R [y=13.0] [100%] 5 1.87 12.36 0.00 L/999 0.00 L/999 0.00 0.00 118 8 6 2.00 12.40 0-00 L/999 0.00 L/999 0.00 0.00 120 8 r> 7 2.00 11.96 0.00 L/999 0.00 L/999 0.00 0.00 -19 1 22 8 4.00 13.07 0.00 L/999 0.00 L/999 0.00 0.00 -99 9 9 4.00 11.96 0.00 1_/999 0.00 L/999 0.00 0.00 21 1 10 6.00 13.73 0.00 L/999 0.00 L/999 0.00 0.00 -92 9 _ 11 6.00 11.96 0.00 L/999 0.00 L/999 0.00 0.00 20 1 12 8.00 14.40 0.00 L/999 0.00 L/999 0.00 0.00 110 9 13 8.00 11.96 0.00 L/999 0.00 L/999 0.00 0.00 -21 1 9 14 10.00 15.07 0.00 L/999 0.00 L/999 0.00 0.00 -78 9 d/ 15 10.00 11.96 0-00 L/999 0.00 L/999 0.00 0.00 19 1 16 10.64 15.28 0-00 L/999 0.00 L/999 0.00 0.00 24 9 17 10.64 11.96 0.00 L/999 0.00 L/999 0.00 0.00 2 1 18 11.28 15.07 0.00 L/999 0.00 L/999 0.00 0.01 79 8 19 11.28 11.96 0.00 L/999 0.00 L/999 0.00 0.00 -19 1 20 13.28 14.40 0.00 L/999 0.00 L/999 0.00 0.01 -110 9 21 13.28 11.96 0.00 L/999 0.00 L/999 0.00 0.00 21 1 22 15.28 13.73 0.00 L/999 0.00 L/999 0.00 0.01 92 8 23 15.28 11.96 0.00 L/999 0.00 L/999 0.00 0.00 -20 1 24 17.28 13.07 0.00 L/999 0.00 L/999 0.00 0.01 99 9 25 17.28 11A6 0.00 L/999 0.00 L/999 0.00 0.00 -21 1 26 19.28 12.40 0.00 L/999 0.00 L/999 0.00 0.01 130 8 27 19.28 11.96 0.00 L/999 0.00 L/999 0.00 0.00 19 1 71 28 19.41 12.36 0.00 L/999 0.00 L/999 0.00 0.01 117 8 29 19.72 11.46 0.00 L1999 0.00 L/999 0.00 0.00 -7 I o 30 19.84 12.22 0.00 L/999 0.00 L/999 0.00 0.01 64 9 31 19.84 11.96 0.00 L/999 0.00 L/999 0.00 0.00 2 1 (03008013](ALPINE][AISI][8 21'3"6 Valley][FredsSal/Renovation of Fred's Saloon) Page 2 32 19.87 11.96 --- ----- ---- ----- ---- ---- 0 8 33 20.63 11.95 0.00 L/999 0.00 L/999 0.00 0.00 -0 9 (FredsSal-Renovation of Fred's Saloon - B5 13'9"6 Valley) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 28TSC2.75 1.5x2.75-28-55KSI Fasteners=14AMD. Circles show the min, no, of blue 14AMOB1.25 fasteners Bot chord 28TSC2.75 1.5x2.75-28-55KSI and squares show the min. no. of red 14AMDR1.5 fasteners per member of Webs 33W.75x.75 .75x.75-33-45KSI truss. See DWG. TS011 for details. (A) 33TSBUC3.5 20ga. Bent-U connector required. Square indicates min. 130 mph wind, 14.36 ft mean hgt, ASCE 7-98, CLOSED bldg, not located fastener qty. thru connector overlap. See drawing TS004 for peak within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-5.0 psf, wind connector detail . BC DL-5.0 psf. In lieu of rigid ceiling use purlins: to brace BC @ 24" OC SCREW QUANTITIES FOR ALL MEMBERS NOT IDENTIFIED BY CIRCLED NUMBER ® I See DWG T5026 for valley details. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. CD(A) 4 f— ---1 4 2-3-9 0-2-10 0-2-10 �— 1-3 _T_ �— �_1-4 15--J �1 4-15_� 0-10-11 0-10-11 0-7-13 D 7 1 2-0 0-- �2-0-0 � 2 0 O---_--{,-2 0 0- 10 7� 0-7-13 I_ 5-5-12 _I _ 5-5-12 _l 13-9-6 Over Continuous Support =j R-80 PLF U-70 PLF W-13-9-6 GALVANIZATION - G60 Design Crit: AISI 5.10 OTY:3 FL/S/­-Z.5/­`E/-/- Scale —.5" Ft. A **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING TC LL 20.0 PSF REF R7417-85314 AND BRACING. UNLESS OTHERNISE INDICATEDTOP CHORD SHALL NAVE PR.GPERLY ATTACHED STRUCTURAL T C DL10.0 PSF DATE 01/08/03 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ALPINE *'I IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR BRACING BC DL 10.0 PSF DRW HCIJSR7417 03008001 DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ,)d 'D,3 B C LL 0.0 P S F HC-ENG W H D/W H O '1'RUSS TEEL ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERALaIYUCI �Z T 0 T.L D. 4 0.0 P S F S E 0 N 10824 FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPON51BILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, y TO 1�jrX INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY]ATTON FROM THIS DESIGN OR HANDL]NG, SHIPPING, INSTALLING 1V O G pine Engineered Products,Ind AND BRACING OF TRUSSES_ AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS Maines City,FL 338 DEPICTED HERE AND SHALL NOT BE RELIED uaDN IN ANY OTHER WAY_ SPACING 2 4.0" J R E F - 1 R Z4 7 4 1 7 Z 0 1 FL Certificate of Authorization#567 [03008001][ALPINE][AISI1[65 13'9"6 Val ley][FredsSal/Renovation of Fred's Saloon] Page 1 [TCLL 20.0] [TCDL 10.01[BCDL 10.01[BCLL 0.0][ASI 1.00][OC 24.01[NM 11[SOFFIT 2.01 [STD.AUTO.tOAD][OC 24.00][ASI 1.00][NM 11 =====Bearings=== [X-Locl[React][Size] ____= 60 PLF @ -0.7 to 60 @ 13.8 [y=18.4][ 67%] [ 0.00][ 9981[ -173h][13.781 20 PLF @ 0.0 to 20 @ 13.8 [y= 8.1] [ 0%] 4 PLF @ -0.7 to 4 @ 0.0 [y- 8.11[ 01.1 EndPts MaxT MaxC AXL BND SHR CRIP CSI COMB GLC Length Grade Brace 0- 2 20 -0 0.00 0.05 0.03 0.00 0.06 AB 1 10.01 28TSC2.75 Plywd [MWFRS ASCE Perp/L++][OC 24.00][ASI 1.333[NM 1] 2- 5 35 -11 0.00 0.05 0.02 0.00 0.05 AB 1 5.39 28TSC2.75 Plywd -43 PLF @ 6.9 to -43 @ 13.1 R [y=13.3] [1000] 5- 6 122 -29 0.00 0.03 0.01 0.00 0.03 AB 1 1.65 28TSC2.75 Plywd 11 PLF @ 0.7 to 11 @ 13.1 [y=18.4][ 0%] 6- 8 104 -20 0.00 0.05 0.03 0.00 0.05 AB 1 25.30 28TSC2.75 Plywd 10 PLF @ 1.4 to 10 @ 12.4 [y= 8.1][ 0%] 8-10 104 -23 0.01 0.05 0.03 0.00 0.05 AB 6 25.30 28TSC2.75 Plywd -53 PLF @ 0.7 to -53 @ 6.9 L [y=15.3] [100%] 10-13 131 -15 0.02 0.02 0.02 0.00 0.03 AB 6 11.27 28TSC2.75 Plywd 13-14 133 -15 0.02 0.02 0.02 D.DD 0.03 AB 6 11.27 28TSC2.75 Plywd [MWFRS ASCE. Perp/L-+][OC 24.00][ASI 1.33][NM 1] 14-16 105 -23 0.01 0.05 0.03 0.00 0.05 AB 6 25.30 28TSC2.75 Plywd -43 PLF @ 6.9 to -43 @ 13.1 R [y=13.3][100%] 16-18 45 -38 0.00 0.05 0.03 0.00 0.05 AB 1 25.30 28TSC2.75 Plywd 11 PLF @ 0.7 to 11 @ 13.1 [y=18.4] [ 091] 18-20 0 -76 0.00 0.03 0.01 0.00 0.03 AB 1 1.65 28TSC2.75 Plywd 10 PLF @ 1.4 to 10 @ 12.4 [y= 8.1][ 0%] 20-22 42 -11 0.00 0.05 0-02 0.00 0.05 AB 1 5.39 28TSC2.75 Plywd -53 PLF @ 0.7 to -53 @ 6.9 L [y=15.3] [100%] 22-25 20 -0 0.00 0.05 0.03 0.00 0.06 AB 1 10.01 28TSC2.75 Plywd - _ _-_-_-_ 1- 3 0 -0 0.00 0.00 0.00 0.00 0.00 SB 1 0.38 281SC2.75 @ 72" [MWFRS ASCE Perp/R++][OC 24.001[ASI 1.33][NM 11 3- 4 173 -21 0.01 0.00 0.00 0.00 0.01 AB 2 1.36 28TSC2.75 @ 1" -53 PLF @ 6-9 to -53 @ 13.1 R [y=13.3] [100%] 4- 7 78 0 0.00 0.01 0.01 0.00 0.01 SB 1 5.31 28TSC2.75 @ 5" 11 PLF @ 0.7 to 11 @ 13.1 [y=18.41[ 0%] 7- 9 78 0 0.00 0.02 0.01 0-00 0.02 AB 1 24.00 28TSC2.75 @ 24" 10 PLF @ 1.4 to 10 @ 12.4 [y= 8.1] [ 0%] 9-11 78 0 0.00 0.02 0.01 0.00 0.02 AB 1 24.00 28TSC2-75 @ 24" -43 PLF @ 0.7 to -43 @ 6.9 L [y=15.3][100%] 11-12 78 0 0.00 0.01 0.01 0.00 0.01 AB 1 10.69 28TSC2.75 @ 11" _-_-_-_-=---_-_-_-_-_ 12-15 78 0 0.00 0.01 0.01 0.00 0.01 AB 1 10.69 28TSC2.75 @ 11" [MWFRS ASCE Perp/R-+][OC 24-00][ASI 1.33] [NM 1] 15-17 78 0 0.00 0.02 0.01 0.00 0.02 AB 1 24.00 28TSC2.75 @ 24" -53 PLF @ 6.9 to -53 @ 13.1 R [y=13.3][100%] 17-19 78 0 0.00 0.02 0.01 0.00 0.02 AB 1 24.00 28TSC2.75 @ 24" 11 PLF @ 0.7 to 11 @ 13.1 [y=18.4] [ 0%] 19-21 78 0 0.00 0.01 0.01 0.00 0.01 SS 1 5.31 28TSC2.75 @ 5" 10 PLF @ 1.4 to 10 @ 12.4 [y= 8.1] [ 0%] 21-23 0 0 0.00 0.00 0.00 0.00 0.00 SB 1 1.36 28TSC2.75 @ 1" -43 PLF @ 0-7 to -43 @ 6.9 L [y=15.3][100%] 23-24 0 -0 0.00 0.00 0.00 0-00 0.00 SB 1 0.38 28TSC2.75 @ 72" [MWFRS ASCE Par1++][0C 24.001[ASI 1.33][NM 1] EndPts MaxT MaxC AXE BND SHR CRIP CSI COMB GLC Length Grade Brace -80 PLF @ 6.9 to -80 @ 13.1 R [y=13.3] [100%] 2- 3 97 -98 0.06 0.00 0.00 0.00 0.03 AB 6 3.09 33W.75x.75 11 PLF @ 0.7 to 11 @ 13.1 [y=18.4] [ 091.1 4- 5 155 -67 0.09 0.00 0.00 0.00 0.04 AB 8 6.08 33W.75x.75 10 PLF @ 1.4 to 10 @ 12.4 [y= 8.11[ 0%] 6- 7 117 -77 0.07 0.00 0.00 0.00 0.03 AB 6 5.32 33W.75x.75 -80 PLF @ 0.7 to -80 @ 6.9 L [y=15.3] [100%] 8- 9 189 -130 0.11 0.00 0.00 0.00 0.05 AB 9 13.32 33W.75x.75 10-11 174 -95 0.10 0.00 0.00 0-00 0.05 AB 9 21.32 33W.75x.75 [MWFRS ASCE Parl-+][OC 24.00][ASI 1.33] [NM 1] 12-13 0 -44 0.02 0.00 0.00 0.00 0.02 A8 9 24.88 33W.15x.75 -80 PLF @ 6.9 to -80 @ 13.1 R [y=13.3][10090] 14-15 174 -95 0.10 0.00 0.00 0.00 0.05 AB 8 21.32 33W.75x.75 11 PLF @ 0.7 to 11 @ 13.1 [y=18.4] [ 01,] 16-17 189 -130 0.11 0.00 0.00 0.00 0.05 All 8 13.32 33W-75x.75 10 PLF @ 1.4 to 10 @ 12.4 [y= B.1] [ 0%] 18-19 166 -51 0.10 0.00 0.00 0.00 0.05 AB 9 5.32 33W.75x.75 -80 PLF @ 0.7 to -80 @ 6.9 L [y=15.33[IOO%1 20-21 0 -127 0.04 0.00 0.00 0.00 0.04 AB 8 6.08 33W.75x.75 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-_---_-=-=-=-=-_ 22-23 114 -98 0.07 0.00 0.00 0.00 0.03 AB 9 3.09 33W.75x.75 [C&C ASCE Wind Lt-+][OC 24.00][ASI 1.33][NM 1] 11 PLF @ -0.7 to 11 @ 0.0 [y=18.4] [ 0%] Node X-Loc Y-Loc deflY(L) defiY(T) dxL dxT MaxS1mear GLC 11 PLF @ 0.7 to 11 @ 2.2 [y=18.4] [ 0%] 0 0.65 13.20 0.00 L/999 0.00 L/999 0.00 0.00 -0 1 11 PLF @ 2.2 to 11 @ 6.9 [y=18.4][ 011 1 1.41 13.21 ---- ----- --- ----- --- ---- -0 1 -107 PLF @ 6.9 to -107 @ 9.9 R [y=14.3] [100%] 2 1.44 13.47 0.00 L/999 0.00 L/999 0.00 0.00 59 1 11 PLF @ 6.9 to 11 @ 9.9 [y=18.4][ 0%] 3 1.44 13.21, 0.00 L/999 0.00 L/999 0.00 0.00 -2 1 11 PLF @ 9.9 to 11 @ 13.1 [y=18.4] [ 096] 4 1.56 13.21 0.00 L/999 0.00 L/999 0.00 0.00 7 1 10 PLF @ O.D to 10 @ 13.8 [y= 8.1] [ 0916] 5 1.87 13.62 0.00 L/999 0.00 L/999 0.00 0.00 62 8 -62 PLF @ 9.9 to -62 @ 13-1 R [y=13.3][100%] 6 2.00 13.65 0.00 L/999 0.00 L/999 0.00 0.00 69 6 7 2.00 13.21 0.00 L/999 0.00 L/999 0-00 0.00 -19 1 [C&C ASCE Wind Rt-+1[OC 24.60][ASI 1.33][NM 13 8 4.00 14.32 0.00 L/999 0..00 L/999 0.00 0.00 109 9 -107 PLF @ 3.9 to -107 @ 6.9 L [y=15.31[100%] 9 4.00 13.21 0.00 L/999 0.00 L/999 0.00 0.00 -21 1 11 PLF @ -0.7 to 11 @ 3.9 [y=18.4][ 0%] 10 6.00 14.98, 0.00 L/999 0.00 L/999 0.00 0.00 97 9 -107 PLF @ 10.1 to -107 @ 13-1 R [y=13.3] [100%] 11 6.00 13.21 0.00 L1999 0.00 L/999 0.00 0.00 19 1 11 PLF @ 3.9 to 11 @ 6-9 [y=18.4] [ 0%] 12 6.89 13.21 0.00 L/999 0.00 L/999 0.00 0.00 3 1 -62 PLF @ 0.7 to -62 @ 3.9 L [y=14.3][100%] 13 6.89 15.28 0.00 L/999 0.00 L/999 0.00 0.00 -24 9 11 PLF @ 6.9 to 11 @ 10-1 [y=18.4] [ 0%] 14 7.78 14.98 0.00 1-/999 0-00 1-/999 0-00 0.00 97 8 11 PLF @ 10.1 to 11 @ 13.1 [y=18.4][ 0%] 15 7.78 13.21 0.00 L/999 0.00 L/999 0.00 0.00 -19 1 10 PLF @ 0.0 to 10 @ 13.8 [y= 8.1] [ 0%] 16 9.78 14.32 0.00 L/999 0.00 L/999 0.00 0.00 -109 8 -62 PLF @ 6.9 to -62 @ 10-1 R [y=14.3][100%] 17 9.78 13.21 0.00 L/999 0-00 L/999 0.00 0.00 21 1 18 11.78 13.65 0.00 L/999 0.00 L/999 0-00 0.00 -100 9 19 11.78 13.21 0.00 1-/999 0.00 L1999 0.00 0.00 1.9 1 20 11.91 13.61 0.00 L/999 0-00 L/999 0.00 0.00 58 8 21 12.22 13.21 0.00 L/999 0.00 1-1999 0.00 0.00 -7 1 22 12.34 13.47 0.00 L/999 0.00 L/999 0.00 0.00 70 9 23 12.34 13.21 0.00 L/999 0.00 L/999 0.00 0.00 2 1 24 12.37 13.21 ---- ----- ---- ----- ---- ---- 0 4 25 13.13 13.20 0.00 L/999 0.00 L/999 0.00130.00 -0 9 14 \ 8 16 0 7 9 t1-12-15 17 19 4A 25 (FredsSal-Renovation of Fred's Saloon - B6 12'3"6 Valley) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 28TSC2.75 1.5x2.75-28-55KSI Fasteners=14AMD. Circles show the min. no. of blue 14AMDB1.25 fasteners Bot chord 28TSC2.75 1.5x2.75-28-55KSI and squares show the min. no. of red 14AMDR1.5 fasteners per member of Webs 33W.75x.75 .75x.75-33-45KSI truss. See DWG. TS011 for details. (A) 33TSBUC3.5 20ga. Bent-U connector required. Square indicates min. 130 mph wind, 14.48 ft mean hgt, ASCE 7-98, CLOSED bldg, not located fastener qty. thru connector overlap. See drawing TS004 for peak within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-5.0 psf, wind connector detail . BC DL-5.0 psf. In lieu of rigid ceiling use purlins; to brace BC @ 24" OC SCREW QUANTITIES FOR ALL MEMBERS NOT IDENTIFIED BY CIRCLED NUMBER - i See DWG TS026 for valley details. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. [1](A) 4 F— -� 4 2-0-9 rl __ V __ 0-2-10 0 2 10 _T_ _11 1111111 ._ 13-4-3 �'1 4 15 0-1-11 0-1-111 4;15 0-7-13 0 7 1 2-0-0— --2-0-0-- -2-0-0-- --2-0-0 0 7 1 0-7-13 I, 4-8-12 _I_ 4-8-12 �I 12-3-6 Over Continuous Support —1 R=80 PLF U=70 PEE W=12-3-6 GALVANIZATION G60 Design Crit: AISI 5.10 OTY:3 FL/5/-/5/E/-/- Scale =.5" Ft. A �'*WARNINGx� TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING TC LL 20,0 PSF REF R7417-85315 ANDBRACING. UNLESS OTHERWISE INDICATED, TOPCHORDSHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 10.0 PSF DATE 01/08/03 L17� T PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p ALPINE "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING BC DL 10.0 PSF DRW HCUSR7417 03008002 DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. �dfl ��0 3 BC L L 0.0 P S F HC-ENG W H D/W H D TRUSS TEEL ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL Manue eZ FORCES AND HOLD TRUSSES PLUMB. SHALL BE THE RESPONSIBILITY OF OTHERS- ALPINE ENGINEERED PRODUCTS, lYi Q TOT.L D 4 C P S F S E(l N - 10826 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IRIS DESIGN OR LANOLIN G, SHIPPING. INSTALLING +��I o. pine Engineered Products In AND BRACING OF TRUSSES_ AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO IHE DESIGN OF THE TRUSS T Haines City, th 33844 DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. SPACING 2 4 0" J R E F - 1 R Z 4 7 4 1 7 Z O 1 FL Certificate of Authorization#567 [03008DO21[ALPINE)[AISI][B6 12'3"6 Valley][FredsSal/Renovation of Fred's Saloon] Page 1 [TCLL 20.0][TCDL 10,0][BCDL 10.0][BCLL 0.01[ASI 1.00][OC 24.0][NM 11[SOFFIT 2.0] [STD.AUTO.LOAD)[OC 24-D0][ASI 1.00][NM 1] [X-Loc][React][Size] ____= 60 PLF @ -0.7 to 60 @ 12.3 [y=18.4][ 67961 [ 0.00][ 878][ -163h][12.281 20 PLF @ 0.0 to 20 @ 12.3 [y= 8.3] [ 0%] 4 PLF @ -0.7 to 4 @ 0.0 [y='8.33[ O%] EndPts MaxT MaxC AR BND SHR CRIP CSI COMB GLC Length Grade Brace 0- 2 20 -0 0.00 0.05 0.03 0.00 0.06 AB 1 10.01 281SC2.75 Plywd [MWFRS ASCE Perp/L++][OC 24-00][ASI 1.33][NM 11 2- 5 35 -12 0.00 0.05 0.02 0.00 0.05 AB 1 5.39 28TSC2.75 Plywd -43 PLF @ 6.1 to -43 @ 11.6 R [y=13.5][100%] 5- 6 LIS -24 0.00 0.03 0.00 0.00 0,03 AS 1 1.65 28TSC2.75 Plywd 11 PLF @ 0.7 to 11 @ 11.6 [y=18.4] [ 01.] 6- 8 98 -16 0.00 0.05 0.03 0.00 0.05 AB 1 25.30 28TSC2.75 Plywd 10 PLF @ 1.4 to 10 @ 10.9 [y= 8.3] [ 011 8-10 98 -22 0.01 0.05 0.03 0.00 0.06 AB 6 25.30 28TSC2.75 Plywd -53 PLF @ 0.7 to -53 @ 6.1 L [y=15.3] [10096] 10-12 126 -2 0.02 0.00 0.01 0.00 0.01 AB 6 1.78 28TSC2.75 Plywd 12-14 124 -2 0.02 0.00 0.01 0.00 0.01 AB 6 1.78 28TSC2.75 Plywd [MWFRS ASCE Perp/L-+] [OC 24.00][ASI 1.33] [NM 11 14-16 116 -22 0.01 0.05 0.03 0.00 0.06 AB 6 25.30 28TSC2.75 Plywd -43 PLF @ 6.1 to -43 @ 11-6 R [y=13.5][100%] 16-18 53 -30 0.00 0.05 0.03 0.00 0.05 AB 1 25.30 28TSC2.75 Plywd 11 PLF @ 0.7 to 11 @ 11.6 [y=18.4] [ 0%] 18-20 0 -70 0.00 0.03 0.00 0.00 0.03 AB 1 1.65 28TSC2.75 Plywd 10 PLF @ 1.4 to 10 @ 10.9 [y= 8.3] [ 0%] 20-22 44 -12 0.00 0.05 0.02 0.00 0.05 AB 1 5.39 28TSC2.75 Plywd -53 PLF @ 0.7 to -53 @ 6.1 L [y-15.3][100%] 22-25 20 -0 0.00 0.05 0.03 0.00 0.06 AB 1 10.01 28TSC2.75 Plywd 1- 3 0 -0 0.00 0.00 0.00 0.00 0.00 SB 1 0.38 28TSC2.75 @ 72" [MWFRS ASCE Perp/R++][OC 24.00][ASI 1.33][NM 11 3- 4 163 -19 0.01 0.00 0.00 0.00 0.01 AB 2 1.36 28TSC2.75 @ 1" -53 PLF @ 6.1 to -53 @ 11.6 R [y=13.5] [100%] 4- 7 73 -1 0.00 0.01 0.01 0-00 0.01 SB 1 5.31 28TSC2.75 @ 5" 11 PLF @ 0.7 to 11 @ 11.6 [y=18.4] [ 096] 7- 9 73 -1 0.00 0-02 0.01 0.00 0.02 AB 1 24.00 28TSC2.75 @ 24" 10 PCF @ 1.4 to 10 @ 10.9 [y= 8.3][ 0%] 9-11 73 -1 0.00 0.02 0.01 0.00 0.02 AB I 24.00 28TSC2.75 @ 24' -43 PLF @ 0.7 to -43 @ 6.1 L [y=15.3] [100%] 11-13 73 -1 0.00 0.01 0.01 0.00 0.01 AB 1 1.69 28TSC2.75 @ 2' 13-15 73 -1 0.00 0.01 0.01 0.00 0.01 AB 1 1.69 28TSC2.75 @ 2" [MWFRS ASCE Perp/R-+][OC 24.001[ASI 1.33] [NM 11 15-17 73 -1 0.00 0-02 0.01 0.00 0.02 AB 1 24.00 26TSC2.75 @ 24" -53 PLF @ 6.1 to -53 @ 11.6 R [y=13.5][100%] 17-19 73 -1 0.00 0.02 0.01 0.00 0.02 AB 1 24.00 28TSC2.75 @ 24" 11 PLF @ 0.7 to 11 @ 11.6 [y=18.4] [ 0%] 19-21 73 -1 0.00 0.01 0.01 D.00 0.01 SB 1 5.31 28TSC2.75 @ 5' 10 PLF @ 1.4 to 10 @ 10.9 [y= 8.3] [ 0%] 21-23 0 0 0.00 0.00 0.00 0.00 0.00 SB 1 1.36 28TSC2.75 @ 1' -43 PLF @ 0.7 to -43 @ 6.1 L [y=15.3][100%] 23-24 0 -0 0.00 0.00 0.00 0.00 0.00 SB 1 0.38 28TSC2.75 @ 72' [MWFRS ASCE Parl++][OC 24.00}[ASI 1.33][NM 1] EndPts MaxT MaxC AR BND SHR CRIP CSI COMB GLC Length Grade Brace -80 PLF @ 6.1 to -80 @ 11.6 R [y=13.5] [100"6] 2- 3 97 -100 0.06 0.00 0.00 0.00 0.03 AB 6 3.09 33W.75x.75 11 PLF @ 0.7 to 11 @ 11.6 [y=18.4] [ 0111 4 5 146 -60 0.08 0.00 0.00 0.00 0.04 AB 8 6.08 33W.75x.75 10 PLF @ 1.4 to 10 @ 10.9 [y= 8.3] [ 0%] 6- 7 109 -72 0.06 0.00 0.00 0.00 0.03 AB 6 5.32 33W.75x.75 -80 PLF @ 0.7 to -80 @ 6.1 L [y=15.3] [100%] 8- 9 245 -138 0.14 0.00 0.00 0.00 0.07 AB 9 13.32 33W.75x.75 10-11 87 -56 0.05 0.00 0.00 0.00 0.02 AB 9 21.32 33W.75x.75 [MWFRS ASCE Par]-+][OC 24.00][ASI 1.33] [NM 1] 12-13 0 -38 0.02 0.00 0.00 0.00 0.02 AB 9 21.88 33W-75x.75 -80 PLF @ 6.1 to -80 @ 11.6 R [y=13.5] [10096] 14-15 93 -56 0.05 0.00 0.00 0.00 0.03 AB B 21.32 33W.75x.75 11 PLF @ 0.7 to 11 @ 11.6 [y=18.4] [ 0%] 16-17 245 -138 0.14 0.00 0.00 0.00 0.07 AB 8 13.32 33W.75x.75 10 PLF @ 1.4 to 10 @ 10.9 [y= 8.3] [ 0961 18-19 167 -51 0.10 0.00 0.00 0.00 0.05 AB 9 5.32 33W.75x,75 -80 PLF @ 0.7 to -80 @ 6.1 L [y=15.3][100%] 20-21 1 -118 0.04 0.00 0.00 0.00 0.04 AB 8 6.09 33W.75x.75 22-23 119 -100 0.07 0.00 0.00 0.00 0.03 AB 9 3.09 33W.75x.75 [C&C ASCE Wind Lt-+][OC 24-001[ASI 1.33][NM 11 11 PLF @ -0.7 to 11 @ 0.0 [y=18.4] [ O%] Node X-Loc Y-Loc deflY(L) def1Y(T) dxL dxT MaxShear GLC 11 PLF @ 0.7 to 11 @ 2.2 [y=18.4] [ 0%] 0 0.65 13.45 0.00 L/999 0.00 L/999 0-00 0.00 -0 8 11 PLF @ 2.2 to 11 @ 6.1 [y=18.43 [ 0%] 1 1.41 13.46 ---- ---- ---- ----- ---- ---- -0 1 -112 PLF @ 6.1 to -112 @ 9.1 R. [y=14.3] [100%] 2 1.44 13.72 0.00 L/999 0.00 L/999 0.00 0.00 59 1 11 PLF @ 6.1 to 11 @ 9.1 [y=18.41[ O%] 3 1.44 13.46 0.00 L/999 0.00 L/999 0.00 0.00 -2 1 11 PCF @ 9.1 to 11 @ 12.3 [.y=18.4] [ 0%] 4 1.56 13.46 0.00 L/999 0.00 L/999 0-00 0.00 7 1 10 PLF @ 0.0 to 10 @ 12.3 [y= 8.3] [ 0961 5 1.87 13.86 0.00 L/999 0.00 L/999 0-00 0.00 58 8 -63 PLF @ 9.1 to -63 @ 11.6 R [y=13.5][100%] 6 2.00 13.90 0.00 L/999 0.00 L/999 0.00 0.00 67 6 - _ _ _ _ _ _ _ _-_-_-_ - 7 2.00 13.46 0-00 L/999 0.00 L/999 0.00 0.00 -19 1 [C&C ASCE Wind Rt-+][OC 24.001[ASI 1.33] [NM 11 8 4.00 14.57 0.00 L/999 0.00 L/999 0.00 0.00 129 9 -112 PLF @ 3.2 to -112 @ 6.1 L [y=15.3] [100%] 9 4.00 13.46 0.00 L/999 0.00 L/999 0.00 0.00 21 1 11 PLF @ -0.7 to 11 @ 3.1 [y=18.4] [ 0%] 10 6.00 15.23 0.00 L/999 0.00 L/999 0.00 0.00 -86 9 -112 PLF @ 8.6 to -112 @ 11-6 R [y=13.5][100%] 11 6.00 13.46 0.00 L/999 0.00 L/999 0.00 0.00 19 1 11 PLF @ 3.1 to 11 @ 6.1 [y=18.4] [ 011 12 6.14 15.28 0.00 L/999 0.00 L/999 0.00 0.00 25 9 -63 PLF @ 0.1 to -63 @ 3,2 R [y=14.33[100%1 13 6.14 13.46 0.00 L/999 0.00 L/999 0-00 0.00 12 1 11 PLF @ 6.1 to 11 @ 8.6 [y=18.4] [ 0%] 14 6.28 I5-23 0.00 L/999 0.00 1/999 0.00 0.00 87 8 11 PLF @ 8.6 to 11 @ 12.3 [y=18.4][ 0%] 15 6.28 13.46 0.00 L/999 0.00 L/999 0.00 0.00 -19 1 TO PLF @ 0.0 to 10 @ 12.3 [y= 8.3) [ 0%] 16 8.28 14.57 0.00 L/999 0.00 L/999 0.00 0.00 -129 8 -63 PLF @ 6.1 to -63 @ 8.6 R [y=14.5] [100%] 17 8.28 13.46 0.00 L/999 0.00 L/999 0.00 0.00 -21 I 18 10.28 13.90 0.00 L/999 0.00 L/999 0.00 0.00 -104 9 19 10.28 13.46 0.00 L/999 0.00 L/999 0.00 0.00 19 1 20 10.41 13.86 0.00 L/999 0.00 L/999 0.00 0.00 60 8 21 10.72 13.46 0.00 L/999 0.00 L/999 0.00 0.00 -7 1 22 10.84 13.72 0.00 L/999 0.00 L/999 0.00 0.00 74 9 23 10.84 13.46 0.00 L/999 0.00 L/999 0.00 0.00 2 1 24 10.87 13.46 ---- ----- ---- ----- --- ---- -0 8 25 11.63 13.45 0.00 L/999 0.00 L/999 0.00 0.00 -0 9 8 / 16 56 �0 1 . �j I I 2 0 Bd 7 9 1+3-5 17 19 431 25 (FredsSal-Renovation of Fred's Saloon B7 10'9"6 Valley) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 28TSC2.75 1.5x2.75-28-55KSI Fasteners=14AMD. Circles show the min. no. of blue 14AMDB1.25 fasteners Bot chord 28TSC2.75 1.5x2.75-28-55KSI and squares show the min. no, of red 14AMDR1.5 fasteners per member of Webs 33W.75x.75 .75x.75-33-45KSI truss. See DWG. TS011 for details. (A) 33TSBUC3.5 20ga. Sent-U connector required. Square indicates min. 130 mph wind, 14.61 ft mean hgt, ASCE 7-98, CLOSED bldg, not located fastener qty. thru connector overlap. See drawing TS004 for peak within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-5.0 psf, wind connector detail . BC DL=5.0 psf. In lieu of rigid ceiling use purlins: to brace BC 24" OC SCREW QUANTITIES FOR ALL MEMBERS NOT IDENTIFIED BY CIRCLED NUMBER - 1 See DWG TS026 for valley details. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. FI](A) q r-- t � f.. ,r-1-..f `1 4 1-9-9 0-2-10 0-2-10 _T- 11 1 11 13-7-3 �1-4-15--J L-1-4-15_� 0-7-13 0 7 1 2-0-0 -1E 1-4-111-4-11- --2-0-0 0 7 I o 7 13 3-11-12 1_ 3-11-12 _f 10-9-6 Over Continuous Support ;J R-80 PLF U-70 PLF W-10-9-6 GALVANIZATION G60 Design Crit: AISI 5.10 OTY:3 FL/5/-/5/E/-/- Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING T C L L 20.0 P S F R E F R7417-85316 AND BRACING, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL T C D L 1 0.0 P S F DATE 01/08/03 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ALPINE *'"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE IN57ALLATION CONTRACTOR. BRACING BC DL 10.0 PSF DRW NCUSR7417 03008003 DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. Ja 'D 3 BC LL 0.0 P S F HC-ENG W H D/W H D TRUSS TEEL ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL Manuel eZ FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, lYl T O T-LD 40.0 P S F S E O N - 10828 l\ INC SHALL NOT BE RESPONSIBLE FOR ANY UE VlA710N FROM THIS DESIGN OR HANDLING, SHIPPING. INSIA LUNG No.4 1 2 Alp-i..Engineered Products,InC` AND BRACING OF TRUSSES AN ENGINEER'S SEAL UN THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE ]RU55 HamesCfAuth 33844 SPACING 24.0 JREF - 1RZ47417ZO1 1:'LCertificateofAuthorizationg567 DEPICTED HERE AND SHALL NOT BE RELIED uvaN IN ANY DT HER WAY, [030080031 [ALPINE][AISI][B7 10'9"6 Valley][FredsSal/Renovation of Fred's Saloon] Page 1 [TCLL 20.0][TCDL 10.0][BCDL 10.0][BCLL 0.0][ASI 1.00][OC 24.0][NM 1][SOFFIT 2.0] [STD.AUTO.LOAD][OC 24.00][ASI 1.00][NM 11 =====Bearings=== [X-Loc][React][Size] ____= 20 PLF @ 0.0 to 20 @ 10.8 [y= 8.6] [ 016] [ 0.00][ 758][ -152h][10.78] 4 PLF @ -0.7 to 4 @ 0.0 [y 8.6] [ 0%] 60 PLF @ -0.7 to 60 @ 10.8 [y=,18.4] [ 671] EndPts MaxT MaxC AXL BND SNR CRIP CSI COMB GLC Length Grade Brace 0- 2 20 -0 0.00 0.05 0.03 0.00 0.06 AB 1 10.01 28TSC2.75 Plywd [MWFRS ASCE Perp/L++][OC 24.00][ASI 1.33][NM 1] 2- 5 32 -10 0.00 0.05 0.02 0.00 0.05 AB 1 5.39 28TSC2.75 Plywd -43 PLF @ 5.4 to -43 @ 10.1 R [y=13.8] [100%] 5- 6 110 -22 0.00 0.03 0.00 0.00 0.04 AB 1 1.65 28TSC2.75 Plywd 11 PLF @ 0.7 to 11 @ 10.1 [y=18.4][ 011] 6- 8 94 -24 0.00 0.04 0.03 0.00 0.04 AB 1 25.30 28TSC2.75 Plywd 10 PLF @ 1.4 to 10 @ 9.4 [y= 8.6] [ 01] 8-11 112 -22 0.01 0.03 0.03 0.00 0.04 AB 6 17.59 28TSC2.75 Plywd -53 PLF @ 0.7 to -53 @ 5.4 L [y=15.3] [100/] 11-12 123 -22 0.01 0.03 0.03 0.00 0.04 AB 6 17.59 28TSC2.75 Plywd 12-14 68 -24 0.00 0.04 0.03 0.00 0.04 AB 1 25.30 28TSC2.75 Plywd [MWFRS ASCE Perp/L-+] [OC 24.00][ASI 1.33][NM 11 14-16 6 -69 0.00 0.03 0.00 0.00 0.04 AB 1 1.65 28TSC2.75 Plywd -43 PLF @ 5.4 to -43 @ 10.1 R [y=13.8] [1001i6] 16-18 44 -10 0.00 0.05 0.02 0.00 0.05 AB 1 5.39 28TSC2.75 Plywd 11 PLF @ 0.7 to 11 @ 10.1 [y=18.4] [ 0%] 18-21 20 -0 0.00 0.05 0.03 0.00 0.06 AB 1 10.01 28TSC2.75 Plywd 10 PLF @ 1.4 to 10 @ 9.4 [y= 8.6] [ 0%] 1- 3 0 -0 0.00 0.00 0.00 0.00 0.00 SB 1 0.38 28TSC2.75 @ 72" -53 PLF @ 0.7 to -53 @ 5.4 L [y=15.3] [100;6] 3- 4 152 -16 0.01 0.00 0.60 0.00 0.01 AB 2 1.36 28TSC2.75 @ 1" 4- 7 66 0 0.00 0.01 0.01 0.00 0.01 AB 1 5.31 28TSC2.75 @ 5" [MWFRS ASCE Perp/R++] [OC 24.00][ASI 1.33][NM 11 7- 9 66 0 0.00 0.01 0.01 0.00 0.01 AB 1 24.00 28TSC2.75 @ 24" -53 PLF @ 5.4 to -53 @ 10.1 R [y=13.8] [100;6] 9-10 66 0 0.00 0.01 0.01 0.00 0.01 AB 1 16.69 28TSC2.75 @ 17" 11 PLF @ 0.7 to 11 @ 10.1 [y=18.4] [ 011] 10-13 66 0 0.00 0.01 0.01 0.00 0.01 AB 1 16.69 28TSC2.75 @ 17" 10 PLF @ 1.4 to 10 @ 9.4 [y= 8.6] [ 01.] 13-15 66 0 0.00 0.01 0.01 0.00 0.01 AB 1 24.00 28TSC2.75 @ 24" -43 PLF @ 0.7 to -43 @ 5.4 L [y=15.3][100%] 15-17 66 0 0.00 0.01 0.01 0.00 0.01 AB 1 5.32 28TSC2.75 @ 5" 17-19 0 0 0.00 0.00 0.00 0.00 0.00 SB 1 1.36 28TSC2.75 @ 1" [MWFRS ASCE Perp/R-+][OC 24.00][AS[ 1.33] [NM 1] 19-20 0 -0 0.00 0.00 0.00 0.00 0.00 SB 1 0.38 28TSC2.75 @ 72" -53 PLF @ 5.4 to -53 @ 10.1 R [y=13.8][1001] 11 PLF @ 0.7 to 11 @ 10.1 [y=18.4] [ 0111 EndPts MaxT MaxC AXL BND SNR CRIP CSI COMB GLC Length Grade Brace 10 PLF @ 1.4 to 10 @ 9.4 [y= 8.6] [ 0%] 2- 3 88 -95 0.05 0.00 0.00 0.00 0.02 AB 6 3.09 33W.75x.75 -43 PLF @ 0.7 to -43 @ 5.4 L [y=15.3] [10096] 4- 5 141 -46 0.08 0.00 0.00 0.00 0.04 AB 8 6.08 33W.75x.75 6- 7 160 -71 0.09 0.00 0.00 0.00 0.04 AB 9 5.32 33W.75x.75 [MWFRS ASCE Parl++][DC 24.00][ASI 1.33] [NM 1] 8- 9 224 -115 0.13 0.00 0.00 0.00 0.06 AB 9 13.32 33W.75x.75 -80 PLF @ 5.4 to -80 @ 10.1 R [y=13.8] [100%] 10-11 10 -55 0.03 0.00 0.00 0.00 0.03 AB 1 18.88 33W.75x.75 11 PLF @ 0.7 to 11 @ 10.1 [y=18.4] [ 0%] 12-13 224 -115 0.13 0.00 0.00 0.00 0.06 AB 8 13.32 33W.75x.75 10 PLF @ 1.4 to 10 @ 9.4 [y= 8.6][ 01] 14-15 187 -55 0.11 0.00 0.00 0.00 0.05 AB 8 5.32 33W.75x.75 -80 PLF @ 0.7 to -80 @ 5.4 L [y=15.3][100116] 16-17 0 -107 0.03 0.00 0.00 0.00 0.03 AB 8 6.09 33W.75x.75 18-19 119 -95 0.07 0.00 0.00 0.00 0.03 AB 9 3.09 33W.75x.75 [MWFRS ASCE Par)-+][OC 24.00][ASI 1.33][NM 1] -80 PLF @ 5.4 to -80 @ 10.1 R [y=13.8] [100°6] Node X-Loc Y-Loc deflY(L) deflY(T) dxL dxT MaxShear GLC 11 PLF @ 0.7 to 11 @ 10.1 [y=18.4] [ 011] 0 0.65 13.70 .0.00 L/999 0.00 L/999 0.00 0.00 -0 1 10 PLF @ 1.4 to 10 @ 9.4 [y= 8.6] [ 0%] 1 1.41 13.71 ---- ----- ---- ----- ---- ---- -0 1 -80 PLF @ 0.7 to -80 @ 5.4 L [y=15.3] [100%] 2 1.44 13.97 0.00 Lf999 0.00 L/999 0.00 0.00 59 1 3 1.44 13.71 0.00 L/999 0.00 L/999 0.00 0.00 -3 1 [C&C ASCE Wind Lt-+][OC 24.001[ASI 1.33] [NM 1] 4 1.56 13.71 0.00 L/999 0.00 L/999 0.00 0.00 9 1 11 PLF @ -0.7 to 11 @ 0.0 [y=18.4] [ 0111 5 1.87 14.11 0.00 L/999 0.00 L/999 0.00 0.00 56 8 11 PLF @ 0.7 to 11 @ 2.2 [y=18.4] [ 0%] 6 2.00 14.15 0.00 L/999 0.00 L/999 0.00 0.00 90 9 11 PLF @ 2.2 to 11 @ 5.4 [y=18.4] [ 0%] 7 2.00 13.71 0.00 L/999 0.00 L/999 0.00 0.00 -20 1 -117 PLF @ 5.4 to -117 @ 8.4 R [y=14.3][100%] 8 4.00 14.82 0.00 L/999 0.00 L/999 0.00 0.00 -112 9 11 PLF @ 5.4 to 11 @ 8.4 [y=18.4] [ 01.1 9 4.00 13.71 0.00 L/999 0.00 L/999 0.00 0.00 20 1 11 PLF @ 8.4 to 11 @ 10.8 [y=18.4] [ 0%] 10 5.39 13.71 0.00 L,r'999 0.00 L/999 0.00 0.00 11 1 10 PLF @ 0.0 to 10 @ 10.8 [y= 8.6] [ 0%] 11 5.39 15.28 0.00 L/999 0.00 L/999 0.00 0.00 56 8 -64 PLF @ 8.4 to -64 @ 10.1 R [y=13.8][100%] 12 6.78 14.82 0.00 L/499 0.00 L/999 0.00 0.00 112 8 =-_-_-_-_-_ 13 6.78 13.71 0.00 L/9.99 0.00 L/999 0.00 0.00 -20 1 [C&C ASCE Wind Rt-+][OC 24-001[ASI 1.33] [NM 1] 14 8.78 14.15 0.00 L/'999 0.00 L/999 0.00 0.00 -114 9 -117 PLF @ 2.4 to -117 @ 5.4 L [y=15.3][100%] 15 8.78 13.71 0.00 L/'999 0.00 L/999 0.00 0.00 20 1 it PLF @ -0.7 to 11 @ 2.4 [y=18.4] [ 01.1 16 8.91 14.11 0.00 L/'999 0.00 L/999 0.00 0.00 80 8 -117 PLF @ 7.1 to -117 @ 10.1 R [y=13.8][10096] 17 9.22 13.71 0.00 L1999 0.00 L/999 0.00 0.00 -9 1 11 PLF @ 2.4 to 11 @ 5.4 [y=18.4] [ 0%] 18 9.34 13.97 0.00 Lf999 D.00 L/999 0.00 0.00 78 9 -64 PLF @ 0.7 to -64 @ 2.4 L [y=14.3] [100%] 19 9.34 13.71 0.00 L/999 0.00 L/999 0.00 0.00 3 1 11 PLF @ 5.4 to 11 @ 7.1 [y=18.4] [ 0%] 20 9.37 13.71 ---- ----- ---- ----- ---- ---- 0 9 11 PLF @ 7.1 to 11 @ 10.8 [y=18.4][ 0%] 21 10.13 13.70 0.00 L/999 0.00 L/999 0.00 0.00 -0 9 10 PLF @ 0.0 to 10 @ 10.8 [y= 8.6] [ 0%] -64 PLF @ 5.4 to -64 @ 7.1 R [y=14.8][100%] I1 5 6 1'41-6 0 / L 7 9 10 13 15 I� ` 21 (FredsSal-Renovation of Fred's Saloon - B8 9'3"6 Valley) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 28TSC2.75 1.5x2.75-28-55KSI Fasteners=14AMD. Circles show the min. no. of blue 14AMDB1.25 fasteners Bot chord 28TSC2.75 1.5x2.75-28-55KSI and squares show the min. no. of red 14AMDR1.5 fasteners per member of Webs 33W.75x.75 .75x.75-33-45KSI truss. See DWG. TS011 for details. (A) 33TSBUC3.5 20ga. Bent-U connector required. Square indicates min. 130 mph wind, 14.73 ft mean hgt, ASCE 7-98, CLOSED bldg, not located fastener qty. thru connector overlap. See drawing TS004 for peak within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5,0 psf, wind connector detail . BC DL=5.0 psf. In lieu of rigid ceiling use purlins: to brace BC 24" OC SCREW QUANTITIES FOR ALL MEMBERS NOT IDENTIFIED BY CIRCLED NUMBER — I See DWG T5026 for valley details. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. Ci](A) 4 I I F4 —"_'� T 1-6-9 0-2-10 0-2-10 13-10-3 �_1-4-15--J 0-7-11 0-7'11 7-1 0 L-1-4-15� 0 1 0-7-13 10-7-11 2-0-0 ��� �—= --2-0-0 -- 7 7- 0-7-13 I , 3-2-12 I 3-2-12 _I 9-3-6 Over Continuous Support R=80 PEE U=70 PLF W=9-3-6 GALVANIZATION G60 Design Crit: AISI 5.10 QTY:3 FL/5/-/S/E/-/- Scale m.5" Ft. A rrWARNINGx* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING TC LL 20.0 PSF REF R7417-85317 AND BRACINGUNLESSOTHERWISEINDICA7ED, TOPCHORDSHALLHAVEPROPERLY ATTACHED STRUCTURAL TC DL 10.0 PSF DATE 01/08/03 T�T PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. AL A't�lrj "IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING BC DL 10.0 PSF DRW HCUSR7417 03008005 L1 It,L DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. '03 BC LL O.0 P S F HC-ENG W H D/W H D TRUSS TEFL ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, 10 RESIST LATERAL T Manuel fez (� /� �_� FORCES AND HOLD TRUSSES PL LIMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, M TO r.LD. 40.0 P S F S E O N - 10830 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING M711 182 pl c Engineered Products,111 . AND BRACING OF TRUSSES_ AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS HamesCity,FL 33844 DEPICTED HERE AND SHALL NOT ee RELIED UPON IN aNY OTHER WAY SPACING 24.0" JREF 1R747417ZOI FL Certificate of Authorization#567 [03008005)[ALPINE)[AISI][B8 9'3'6 Valley][FredsSal/Renovation of Fred's Saloon] Page 1 [TCLL 20.01[TCDL 10.0][BCDL 10.0][BCLL 0.01[ASI 1.00][OC 24.01[NM 11[SOFFIT 2.0] [STD.AUTO.LOAD][OC 24.00][ASI 1.00] [NM 1] [X-Loc][React][Size] ____= 20 PLF @ 0.0 to 20 @ 9.3 [y= 8.8][ 0`6] [ 0.00][ 638][ -142h][9.281 4 PLF @ -0.7 to 4 @ 0.0 [y= 8.8][ 01.1 60 PLF @ -0.7 to 60 @ 9.3 [y=18.4][ 671i;] EndPts MaxT MaxC AXL BND SHR CRIP CSI COMB GLC Length Grade Brace 0- 2 20 -0 0.00 0.05 0.03 0.00 0.06 AB 1 10.01 28TSC2.75 Plywd [MWFRS ASCE Perp/L++][OC 24.00)[ASI 2.33] [NM 1] 2- 5 31 -10 0.00 0.05 0.01 0.00 0.05 AB 1 5.39 28TSC2.75 Plywd -43 PLF @ 4.6 to -43 @ 8.6 R [y=14.0] [100%] 5- 6 98 -27 0.00 0.04 0.01 0.00 0.04 AB 6 1.65 28TSC2.75 Plywd 11 PLF @ 0.7 to 11 @ 8.6 [y=18.4] [ 0%] 6- 8 85 -19 0.01 0.04 0.03 0.00 0.04 AB 6 25.30 28TSC2.75 Plywd 10 PLF @ 1.4 to 10 @ 7.9 [y= 8.8][ 0%] 8-11 116 -11 0.01 0.02 0.02 0.00 0.03 AB 6 8.10 28TSC2.75 Plywd -53 PLF @ 0.7 to -53 @ 4.6 L [y=15.3] [100%] 11-12 122 -11 0.01 0.02 0.02 0.00 0.03 AB 6 8.10 28TSC2.75 Plywd 12-14 71 -19 0.01 0.04 0.03 0.00 0.04 AB 6 25.30 28TSC2.75 Plywd [MWFRS ASCE Perp/L-+][OC 24.00][ASI 1.33] [NM 1] 14-16 4 -70 0.00 0.04 0.01 0.00 0.04 AB 6 1.65 28TSC2.75 Plywd -43 PLF @ 4.6 to -43 @ 8.6 R [y=14.0] [100%] 16-18 45 -10 0.00 0.05 0.01 0.00 0.05 AB 1 5.39 28TSC2.75 Plywd 11 PLF @ 0.7 to 11 @ 8.6 [y=18.4][ 0°01 18-21 20 -0 0.00 0.05 0.03 0.00 0.06 AB 1 10.01 28TSC2.75 Plywd 10 PLF @ 1.4 to 10 @ 7.9 [y= 8.8] [ 01] 1- 3 0 -0 0.00 0.00 0.00 0.00 0.00 SB 1 0.38 28TSC2.75 @ 72" -53 PLF @ 0.7 to -53 @ 4.6 L [y=15.3] [100%] 3- 4 142 -14 0.01 0.00 0.00 0.00 0.01 AB 2 1.36 28TSC2.75 @ 1' =-_-_-_ 4- 7 65 -1 0.00 0.01 0.01 0.00 0.01 AB 1 5.31 28TSC2.75 @ 5" [MWFRS ASCE Perp/R++][OC 24.00][ASI 1.33] [NM 1] 7- 9 65 -1 0.00 0.01 0-01 0.00 0.01 AB 1 24.00 28TSC2.75 @ 24" -53 PLF @ 4.6 to -53 @ 8.6 R [y=14.0] [100°a] 9-10 65 -1 0.00 0.01 0.01 0-00 0.01 AB 1 7.69 28TSC2.75 @ B" 11 PLF @ 0.7 to 1I @ 8.6 [y=18.4] [ 011] 10-13 65 -1 0.00 0.01 0.01 0.00 0.01 AB 1 7.69 28TSC2.75 @ 8" 10 PLF @ 1.4 to 10 @ 7.9 [y= 8.8][ 0%] 13-15 65 -1 0.00 0.01 0.01 0.00 0.01 AB 1 24.00 28TSC2.75 @ 24" -43 PLF @ 0.7 to -43 @ 4.6 L [y=15.3] [100%] 15-17 65 -1 0.00 0.01 0.01 0.00 0.01 AB 1 5.31 28TSC2.75 @ 5" --_-_-_-_ 17-19 0 0 0.00 0.00 0.00 0.00 0.00 SB 1 1.36 28TSC2.75 @ I- [MWFRS ASCE Perp/R-+][OC 24.00][ASI 1.33] [NM 1] 19-20 0 -0 0.00 0.00 0-00 0.00 0.00 SS 1 0.38 28TSC2.75 @ 72" -53 PLF @ 4.6 to -53 @ 8.6 R [y=14.0] [100%] 11 PLF @ 0.7 to 11 @ 8.6 [y=18.41[ 0%] EndPts MaxT MaxC AXL BND SHR CRIP CSI COMB GLC Length Grade Brace 10 PLF @ 1.4 to 10 @ 7.9 [y 8.8] [ 0%] 2- 3 85 -94 0.05 0.00 0.00 0.00 0.02 AB 6 3.09 33W.75x.75 -43 PLF @ 0.7 to -43. @ 4.6 L [y=15.3] [10011.] 4- 5 125 -51 0.07 0.00 0.00 0.00 0.03 AB 8 6.08 33W.75x.75 6- 7 227 -66 0.13 0.00 0-00 0.00 0.06 AB 9 5.32 3341.75x.75 [MWFRS ASCE Parl++][OC 24.001[AS I 1.33] [NM 1] 8- 9 196 -97 0.11 0.00 0.00 0.00 0-05 AB 9 13.32 33W.75x.75 -80 PLF @ 4-6 to -80. @ 8.6 R [y=14.0][100%] 10-11 0 -86 0.03 0.00 0.00 0.00 0.03 A8 9 15.88 3311.75x.75 11 PLF @ 0.7 to 11 @ 8.6 [y=18.4] [ 0%] 12-13 199 -97 0.11 0.00 0.00 0.00 0.06 AB 8 13.32 33W.75x.75 10 PLF @ 1.4 to 10 @ 7.9 [y= 8.83[ 0%] 14-15 250 -66 0.14 0.00 0.00 0.00 0.07 AB 8 5.32 33W.75x.75 -80 PLF @ 0.7 to -80 @ 4.6 L [y=15.3] [1001.] 16-17 2 -106 0.03 0.00 0.00 0.00 0.03 AB 8 6.08 33W.75x.75 18-19 123 -94 0.07 0.00 0.00 0.00 0.03 AB 9 3.09 33W.75x.75 [MWFRS ASCE Parl-+1[OC 24.00)[ASI 1.33] [NM 1] -80 PLF @ 4.6 to -80 @ 6.6 R [y=14.0] [100%] Node X-Loc Y-Loc deflY(L) deflY(T} dxL dxT MaxShear GLC 11 PLF @ 0.7 to 11 @ 8.6 [y=18.4][ 0%] 0 0.65 13.95 0.00 L/999 0.00 L[999 0.00 0.00 0 6 10 PLF @ 1.4 to 10 @ 7.9 [y= 8.8][ 01] 1 1.41 13.96 ---- ---- ---- ----- ---- ---- 0 1 -80 PLF @ 0.7 to -80 @ 4.6 L [y=15.3][100%] 2 1.44 14.22 0.00 L/999 0.00 L/999 0.00 0.00 59 1 --------=-_-=-_-=-_-_-_ 3 1.44 13.96 0.00 L1999 0.00 L1999 0.00 0.00 -3 1 [C&C ASCE Wind Lt-+][OC 24.001[ASI 1.33] [NM 1] 4 1.56 13.96 0.00 L/999 0.00 L/999 0.00 0.00 9 1 11 PLF @ -0.7 to 11 @ 0.0 [y=18.4][ 01.] 5 1.87 14.36 0.00 L/999 0.00 L/999 0.00 0.00 -74 9 11 PLF @ 0.7 to 11 @ 2-2 [y=18.4] [ 0%] 6 2.00 14.40 0.00 L1999 0.00 1-/999 0.00 0.00 125 9 11 PLF @ 2.2 to 11 @ 4-6 [y=18.4][ 0%] 7 2.00 13-96 0.00 L/999 0-00 L/999 0.00 0.00 -20 1 -122 PLF @ 4.6 to -122 @ 7.6 R [y=14.3] [100%] 8 4.00 15.07 0.00 L/999 0.00 1-/999 0.00 0.00 -113 9 11 PLF @ 4.6 to 11 @ 7.6 [y=18.4] [ 0%] 9 4.00 13.96 0.00 L/999 0.00 L(999 0.00 0.00 20 1 11 PLF @ 7.6 to it @ 9.3 [y=18.4] [ 0%] 10 4.64 13.96 0.00 L/999 0.00 L/999 0.00 0.00 -3 1 10 PLF @ 0.0 to 10 @ 9.3 [y= 8.8] [ 011] 11 4.64 15.28 0.00 L/999 0.00 L('999 0.00 0.00 -15 9 -65 PLF @ 7-6 to -65 @ 8.6 R [y=14.0][100%] 12 5.28 15.07 0.00 L/999 0.00 1-/999 0.00 0.00 114 8 13 5.28 13.96 0.00 L/999 0-00 L(999 0.00 0.00 -20 1 [C&C ASCE Wind Rt-+][OC. 24.00)[ASI 1.33][NM 1] 14 7.28 14.40 0.00 P/999 0.00 1-/999 0.00 0.00 -124 8 -122 PLF @ 1.7 to -122 @ 4.6 L [y=15.3] [100%] 15 7.28 13.96 0.00 L1999 0.00 L/999 0.00 0.00 20 1 11 PLF @ -0.7 to I1 @ 1.6 [y=18.4] [ 0%] 16 7.41 14.36 0.00 L/999 0.00 L19'99 0.00 0.00 97 8 -122 PLF @ 5.6 to -122 @ 8.6 R [y=14.0] [100%] 17 7.72 13.96 0.00 L1999 0.00 L/999 0.00 0.00 -9 1 11 PLF @ 1.6 to I @ 4.6 [y=18.4][ 0%] 18 7.84 14.22 0.00 L/999 0.00 L/999 0.00 0.00 82 9 -65 PLF @ 0.7 to -65 @ 1.7 L [y=14.3][100%] 19 7.84 13.96 0.00 L/999 0.00 L(999 0.00 0.00 3 1 11 PLF @ 4.6 to 11 @ 5.6 [y=18.4] [ 0%] 20 7.87 13.96 ---- ----- ---- ----- ---- --- 0 9 11 PLF @ 5.6 to 11 @ 9-3 [y=18.4][ 0%] 21 8.63 13.95 0.00 L/999 0-00 L/999 0.00 0.00 -0 8 10 PLF @ 0.0 to 10 @ 9.3 [y= 8.8][ 0%] -65 PLF @ 4.6 to -65 @ 5.6 R [y=15.0] [100%] 11. 8 12 5-6 14'1-6 18 0 / 7 9 - 10 - 13 15 11 \ 21 (FredsSal-Renovation of Fred's Saloon - B9 7'9"6 Valley) ]HIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 28TSC2.75 1.5x2.75-28-55KSI Fasteners=14AMD. Circles show the min. no. of blue 14AMDB1.25 fasteners Bot chord 28TSC2.75 1.5x2.75-28-55KSI and squares show the min. no. of red 14AMDR1.5 fasteners per member of Webs 33W.75x.75 .75x.75-33-45KSI truss. See DWG. TSO11 for details. (A) 33TSBUC3.5 20ga. Bent-U connector required. Square indicates min. 130 mph wind, 14.86 ft mean hgt, ASCE 7-98, CLOSED bldg, not located fastener qty. thru connector overlap. See drawing TS004 for peak within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind connector detail . BC DL=5.0 psf. In lieu of rigid ceiling use purlins: to brace BC ® 72" OC SCREW QUANTITIES FOR ALL MEMBERS NOT IDENTIFIED BY CIRCLED NUMBER = 1 See DWG TS026 for valley details. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. j�� [](A) 4 1=1' 4 0-2-10 0-2-10 1-3-9 14-1-3 1-4-15 �1-,-15 3-1 1-4-15 0-7-13 0 7 1 1 10-111 10 11 10-7-11 0-7-13 [__ 2-5-12 �I� 2-5-12 7-9-6 Over Continuous Support — R=80 PLF U=70 PLF W=7-9-6 GALVANIZATION G60 Design Crit: AISI 5. 10 OTY:3 FL/5/-/S/E/-/- SCaie –.5"/Ft. A **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING TC LL 20.0 P S F R E F R7417-85318 AN BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRtYCTURAL T ri D L 10.0 P S F DATE 01/08/03 �T PANELS AND BOTTOM CHORD SHALL HA YE A PROPERLY ATTACHED RIGID CEILING. ALPINE **IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING BC DL 10.0 PSF DRW HCUSR7417 03008004 ALM DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. Jd '03 BC LL 0.0 P S F HC-ENG W H D/W H D TRUSS TEEL LL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL 1+flanaEl ex TOT.L D. 40,0 P S F S E Q N - 10832 FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, oo INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING �0, 1 u pil E gineered P(OdUCIS,I1� ANO BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS Haines City,FL 33844 SPACING 24.0" JREF - JRZ47417ZOI FLCertlficateofAathorizatlon#567 DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. [03008004][ALPINE)[AISI][B9 7'4'6 Valley][FredsSal/Renovation of Fred's Saloon] Page I [TCLL 20.0][TCDL 10.0][BCDL 10.01[BCLL 0.0][AST 1.00](OC 24.0][NM 1][SOFFIT 2.01 [STD.ABTO.LOAD][OC 24.00][AST 1,00][NM 1] =====Bearings=== [X-Loc][React](Size] ____= 60 PLF @ -0.7 to 60 @ 7.8 (y=18.4][ 67%] [ 0.00][ 518][ -133h][7.78] 20 PLF @ 0.0 to 20 @ 7.8 [y= 9.1] [ 0%] 4 PLF @ -0.7 to 4 @ 0.0 [y= 9.1][ 0%] EndPts MaxT MaxC AXL BND SHR CRIP CSI COMB GLC Length Grade Brace 0- 2 20 -0 0.00 0.05 0.03 0.00 0.06 AB 1 10.01 28TSC2.75 Plywd [MWFRS ASCE Perp/L++][OC 24.001[AS] 1.33][NM 1] 2- 5 33 -8 0.00 0.05 0.01 0.00 0.05 AB 1 5.39 28TSC2.75 Plywd -43 PLF @ 3.9 to -43 @ 7.1 R [y=14.3][100%] 5- 6 101 -11 0.00 0.04 0.00 0.00 0.04 AB 1 1.65 28TSC2.75 Plywd 11 PCF @ 0.7 to 11 @ 7.1 [y=18.41[ 0%] 6- 8 100 -29 0.01 0.05 0.03 0.00 0.05 AB 6 23.91 28TSC2.75 Plywd 10 PLF @ 1.4 to 10 @ 6.4 [y= 9.1][ 01] B-10 105 -29 0.01 0.05 0.03 0.00 0.05 AB 6 23.91 28TSC2.75 Plywd -53 PLF @ 0.7 to -53 @ 3.9 L [y=15.3][1001.] 10-12 36 -35 0.00 0.04 0.00 0.00 0.04 AB 1 1.65 28TSC2.75 Plywd 12-14 45 -8 0.00 0.05 0.01 0.00 0.05 AB 1 5.39 28TSC2.75 Plywd [MWFRS ASCE Perp/L-+][OC 24.00][ASI I.33] [NM 11 14-17 20 -0 0.00 0.05 0.03 0.00 0.06 AB 1 10.01 28TSC2.75 Plywd -43 PLF @ 3.9 to -43 @ 7.1 R [y=14.3] [100%] 1- 3 0 -0 0.00 0.00 0.00 0.00 0.00 SB 1 0.38 28TSC2.75 @ 72" 11 PLF @ 0.7 to 11 @ 7.1 [y=18.4][ 0%] 3- 4 133 -11 0.00 0.00 0.00 0.00 0.00 AB 2 1.36 28TSC2.75 @ 1" 10 PLF @ 1.4 to 10 @ 6.4 [y= 9.1][ 011] 4- 7 53 0 0.00 0.01 0.01 0.00 0.01 AB 1 5.31 28TSC2.75 @ 5" -53 PLF @ 0.7 to -53 @ 3.9 L [y=15.3] [100%] 7- 9 53 D 0.00 0.01 0.01 0.00 0.01 AB 1 22.69 28TSC2.75 @ 23" _ _ _ _ _ _ _ _-------=-=-=-=-=-------=-=-- 9-11 53 0 0.00 0.01 0.01 0.00 0.01 AB 1 22.69 28TSC2.75 @ 23" [MWFRS ASCE Perp/R++][OC 24.00][ASI 1.33] [NM 1] 11-13 53 0 0.00 0.01 0.01 0.00 0.01 AB 1 5.31 28TSC2.75 @ 5" -53 PLF @ 3.9 to -53 @ 7.1 R [y=14.3][100%] 13-15 0 0 0.00 0.00 0.00 0.00 0.00 SB 1 1.36 28TSC2.75 @ 1" 11 PLF @ 0.7 to 11 @ 7.1 [y=18.4] [ 0%] 15-16 0 -0 0.00 0.00 0.00 0.00 0.00 SB 1 0.38 28TSC2.75 @ 72" 10 PLF @ 1.4 to 10 @ 6.4 [y= 9.13[ 0%] -43 PLF @ 0.7 to -43 @ 3.9 L [y=15.3] [100%] EndPts MaxT MaxC AXL BND SMR CRIP CSI COMB GLC Length Grade Brace _ 2- 3 84 -89 0.05 0.00 0..00 0.00 0.02 AB 9 3.09 33W.75x.75 [MWFRS ASCE Perp/R-+][OC 24.001[ASI 1.33] [NM 1] 4- 5 130 -18 0.07 0.00 0.00 0.00 0.04 AB 8 6.08 33W.75x.15 -53 PLF @ 3.9 to -53 @ 7.1 R [y=14.3] [100%] 6- 7 218 -67 0.13 0.00 0-00 0.00 0.06 AB 9 5.32 33W.75x.75 11 PLF @ 0.7 to 11 @ 7.1 [y=18.41[ 0111 8- 9 111 -88 0.06 0.00 0.00 0.00 0.03 AB 9 12.88 33W.75x.75 10 PLF @ 1.4 to 10 @ 6.4 [y= 9.1] [ 011] 10-11 251 -66 0.14 0.00 0.00 0.00 0.07 AB 8 5.32 33W.75x.75 -43 PLF @ 0.7 to -43 @ 3.9 L [y=15.3] [100%] 12-13 0 -86 0.03 0.00 0.00 0.00 0.03 AB 8 6.09 33W.75x.75 - _ _ _ _-_ _ _-_-_-_ 14-15 121 -89 0.07 0.00 0.00 0.00 0.03 AB 9 3.09 33W.75x.75 [MWFRS ASCE Parl++][OC 24.00][ASI 1.33] [NM 1] -80 PLF @ 3.9 to -80 @ 7.1 R [y=14.3][100%] Node X-Loc Y-toe deftY(L) deflY(T) dxL dxT MaxShear GLC 11 PLF @ 0.7 to 11 @ 7.1 [y=18.41[ 0%] 0 0.65 14.20 0.00 L/999 0.00 L/999 0.00 0.00 -0 6 10 PLF @ 1.4 to 10 @ 6.4 [y= 9.1][ 0%] 1 1.41 14.21 ---- ----- ---- ----- --- --- -0 1 -80 PLF @ 0.7 to -80 @ 3.9 L [y=15.3] [100%] 2 1.44 14.47 0.00 L1999 0.00 L/999 0.00 0.00 -72 9 = _ _ _ = _ _ _ _-_-_-_-- 3 1.44 14.21 0.00 L1999 0.00 L/999 0.00 0.00 -2 1 [MWFRS ASCE Parl-+][OC 24.00] [ASI 1.33] [NM 11 4 1.56 14.21 0.00 L/999 0.00 L/999 0.00 0.00 6 1 -80 PCE @ 3.9 to -80 @ 7.1 R [y=14.31 [100%] 5 1.87 14.61 0.00 G/999 0.00 L/999 0.00 0.00 -51 9 11 PLF @ 0.7 to 11 @ 7.1 [y=18.4][ 0%] 6 2.00 14.65 0.00 L/999 0.00 L/999 0.00 0.00 139 9 10 PLF @ 1.4 to 10 @ 6.4 [y= 9.1][ 01] 7 2.00 14.21 0.00 1L/999 0.00 L/999 0.00 0.00 -18 1 -80 PLF @ 0.7 to -80 @ 3.9 L [y=15.3][100%] 8 3.89 15.28 0.00 L/999 0.00 L/999 0.00 0.00 99 8 9 3.89 14.21 0.00 L/999 0.00 L/999 0.00 0.00 -20 1 [C&C ASCE Wind Lt-+][OC 24.00][ASI 1.33] [NM 1] 10 5.78 14.65 0.00 11/999 0.00 L/999 0.00 0.00 -139 8 11 PLF @ -0.7 to 11 @ 0.0 [y=18.4][ 0%] 11 5.78 14.21 0.00 t/999 0.00 L/999 0.00 0.00 18 1 11 PLF @ 0.7 to 11 @ 2.2 [y=18.4] [ 011] 12 5.91 14.61 0.00 L/999 0.00 L/999 0.00 0.00 83 8 11 PLF @ 2.2 to 11 @ 3.9 [y=18.4][ 0%] 13 6.22 14.21 0.00 L/999 0.00 L/999 0.00 0.00 -6 1 -129 PLF @ 3.9 to -129 @ 6.9 R [y=14.3] [100%] 14 6.34 14.47 0.00 L/999 0.00 L/999 0.00 0.00 88 9 11 PLF @ 3.9 to 11 @ 6.9 [y=18.4] [ 0%] 15 6.34 14.21 0.00 L/999 0.00 L/999 0.00 0.00 2 1 Ii PLF @ 6.9 to 11 @ 7.8 [y=18.41[ 01-1 16 6.37 14.21 ---- ----- ---- ----- ---- --- -0 2 10 PLF @ 0.0 to 10 @ 7.8 [y= 9.1] [ 011] 17 7.13 14.20 0.00 L1999 0.00 L/999 0.00 0.00 0 1 -66 PLF @ 6.9 to -66 @ 7.1 R [y=14.3][100°4] [C&C ASCE. Wind Rt-+][OC 24.00][ASI 1.33][NM 11 -129 PLF @ 0.9 to -129 @ 3.9 L [y=15.3] [100%] 11 PLF @ -0.7 to 11 @ 0.9 [y=18.4] [ D%] -129 PLF @ 4.1 to -129 @ 7-1 R [y=14.3][100%] 11 PLF @ 0.9 to 11 @ 3.9 [y=18.4] [ 0%] 66 PLF @ 0.7 to -66 @ 0.9 L [y=14.3][100%] 11 PLF @ 3.9 to 11 @ 4.1 [y=18.4] [ 0%] 11 PLF @ 4.1 to 11 @ 7.8 [y=18.4] [ 0%] 10 PLF @ 0.0 to 10 @ 7.8 [y= 9.1][ 0%] -66 PLF @ 3.9 to -66 @ 4.1 R [y=15.3][100%] 8 5-6 109 2 z M 1I4 0 / 7 9 11 11 \\ 17 (FredsSal-Renovation of Fred's Saloon - BID 6'3"6 Valley) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 28TSC2.75 1.5x2.75-28-55KSI Fasteners=14AMD. Circles show the min. no. of blue 14AMDB1.25 fasteners Bot chord 28TSC2.75 1.5x2.75-28-55KSI and squares show the min, no, of red 14AMDR1.5 fasteners per member of Webs 33W.75x.75 .75x.75-33-45KSI truss. See DWG. TSO11 for details. (A) 33TSBUC3.5 20ga. Bent-U connector required. Square indicates min. 130 mph wind, 14.98 ft mean hgt, ASCE 7-98, CLOSED bldg, not located fastener qty. thru connector overlap. See drawing TS004 for peak within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind connector detail , BC DL-5.0 psf. In lieu of rigid ceiling use purlins: to brace BC @ 24" OC SCREW QUANTITIES FOR ALL MEMBERS NOT IDENTIFIED BY CIRCLED NUMBER - 1 See DWG TS026 for valley details, DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, I 0(A) 4 0-2-10 4I_ 0-2-10 1-0-9 —Y— —r— �_ �14-4-3 07/00Z/7/07��011A �_1-4-15'-J �1-4,15-� 0-7-13 0 7 1 1 1 111-1-11 10-7-110-7-13 J_ 1-8-12 _J_ 1-8-12 _I �---6-3-6 Over Continuous Support ----� R-80 PLF U-70 PLF W=6-3-6 GALVANIZATION G60 Design Crit: AISI 5.10 OTY:3 FL/5/-/5/E/-/- Scale —.5"/Ft. A **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING TC LL 20.0 PSF REF R7417-85319 AND BRACINGUNLESS OTHERMISE INOICATED, TOP CHORD SHALL HAVEf'ROFERLY ATTACHED STRUCTURAL TC DL lO.O PJF DATE Off08J03 PANELS AND BOTTOM CHORD SHALL HA YE A PROPERLY ATTACHED RIGID CEILING. ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING BC DL 10.0 PSF DRW HCUSR7417 03008006 DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. J 8I1 `03 BC LL 0.0 P S F HC-ENG W H D/W H D 'j'RUSS TEEL ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL Manuel BZ FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, 7,T ��ff TOT.L D. 40.0 P S F S E A N - 10834 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING No-4 1 8 2 pine Engineered Products,In AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO TUE DESIGN OF THE TRUSS 1TamesCity,FL 33944 SPACING 24.0" JREF 1RZ47417Z01 FL Certificate of Authorization#567 DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. [03008006)[ALPINE)[AISI][BIO 6'3"6 Val ley][FredsSal/Renovation of Fred's Saloon] Page I [TCLL 20.0] [TCDL 10.01[BCDL 10.0][8CLL 0.01(ASI 1.00][OC 24.01[NM 11[SOFFIT 2.01 [STD.AOTO.LOAD][OC 24.00][ASI 1.00][NM 1] =====Bearings=== [X-Loc][React][Size] ____= 60 PLF @ -0.7 to 60 @ 6.3 (y=18.4][ 671] [ 0.00][ 398] [ -112h][6.281 20 PLF @ 0.0 to 20 @ 6.3 [y= 9.3] [ 0%] 4 PLF @ -0.7 to 4 @ 0.0 (y= 9.3] [ 0%] EndPts MaxT MaxC AXL BND SNR CRIP CSI COMB GLC length Grade Brace 0- 2 20 -0 0.00 0.05 0.03 0.00 0.06 AB 1 10.01 28TSC2.75 Plywd [MWFRS ASCE Perp/L++][OC 24.00][ASI 1.33] [NM 1] 2- 5 65 -16 0.00 0.05 0.02 0.00 0.05 AB 1 5.39 28TSC2.75 Plywd -43 PLF @ 3.1 to -43 @ 5.6 R [y=14.5] [100%] 5- 6 80 -12 0.00 0.02 0.01 0.00 0.02 AB 1 1.65 28TSC2.75 Plywd 11 PLF @ 0.7 to 11 @ 5.6 [y=18.4] [ 01] 6- 8 90 -16 0.01 0.02 0.02 0.00 0.02 AB 6 14.43 28TSC2.75 Plywd 10 PLF @ 1.4 to 10 @ 4.9 (y= 9.3][ 0%] B-10 90 -16 0.01 0.02 0.02 0.00 0.02 AB 6 14.43 28TSC2.75 Plywd -53 PLF @ 0.7 to -53 @ 3.1 L [y=15.3] [100%] 10-12 57 -12 0.00 0.02 0.01 0.00 0.02 AB 1 1.65 28TSC2.75 Plywd 12-14 68 -16 0.00 0.05 0.02 0.00 0.05 AB 1 5.39 28TSC2.75 Plywd [MWFRS ASCE Perp/L-+][OC 24.00][ASI 1.33] [NM 1] 14-17 20 -0 0.00 0.05 0.03 0.00 0.06 AB 1 10.01 28TSC2.75 Plywd -43 PLF @ 3.1 to -43 @ 5.6 R [y=14.5] [10096] 1- 3 0 -0 0.00 0.00 0.00 0.00 0.00 SB 1 0.38 28TSC2.75 @ 72" 11 PLF @ 0.7 to 11 @ 5.6 [y=18.41[ 0%] 3- 4 112 -8 0.00 0.00 0.00 0.00 0.00 AB 2 1.36 28TSC2.75 @ 1" 10 PLF @ 1.4 to 10 @ 4.9 [y= 9.3] [ 096] 4- 7 48 -0 0.00 0.00 0.00 0.00 0.00 SB 1 5.31 28TSC2.75 @ 5" -53 PLF @ 0.7 to -53 @ 3.1 L [y=15.3][100%] 7- 9 48 -0 0.00 0.01 0.01 0.00 0.01 AB 1 13.69 28TSC2.75 @ 14' _---=-=-=-_ =---_-_-_-=---=-_-=-_-_-_-=-=-=-=-_ 9-11 48 -0 0.00 0.01 0.01 0.00 0.01 AB 1 13.69 28TSC2.75 @ 14' [MWFRS ASCE Perp/R++)[OC 24.00)[ASI 1.33] [NM 1] 11-13 48 -0 0.00 0.00 0.00 0.00 0.00 SB 1 5.32 28TSC2.75 @ 5" -53 PLF @ 3.1 to -53 @ 5.6 R [y=14.5] [100%] 13-15 0 0 0.00 0.00 0.00 0.00 0-00 S9 1 1.36 28TSC2.75 @ 1" 11 PLF @ 0.7 to 11 @ 5.6 [y=18.4] [ 096] 15-16 0 -0 0.00 0.00 0.00 0.00 0.00 SB 1 0.38 28TSC2.75 @ 72" 10 PLF @ 1.4 to 10 @ 4.9 [y= 9.33[ 0%] -43 PLF @ 0.7 to -43 @ 3.1 L [y=15.3] [100%] EndPts MaxT MaxC AXL BND SHR CRIP CSI COMB GLC length Grade Brace _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-_---_-=-=-=-=-_ 2- 3 184 -113 0.11 0.00 0.00 0.00 0.05 AB 9 3.09 33W.75x.75 [MWFRS ASCE Perp/R-+][OC 24.00][ASI 1.33] [NM 1] 4- 5 104 -13 0.06 0.00 0.00 0.00 0.03 AB 8 6.08 33W.75x.75 -53 PLF @ 3.1 to -53 @ 5.6 R [y=14.5] [100%] 6- 7 93 -46 0.05 0.00 0.00 0.00 0.03 AB 9 5.32 33W.75x.75 11 PLF @ 0.7 to 11 @ 5.6 [y=18.4] [ 0%] 8- 9 6B -55 0.04 0.00 0.00 0.00 0.02 AB 9 9.88 33W.75x.75 10 PLF @ 1.4 to 10 @ 4.9 [y= 9.3] [ 096] 10-11 122 -20 0.07 0.00 0.00 0.00 0.03 AB 8 5.32 33W.75x.75 -43 PLF @ 0.7 to -43 @ 3.1 L [y=15.3][1001] 12-13 1 -78 0.03 0.00 0.00 0.00 0.03 AB 8 6.09 33W.75x.75 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _---_-_-=-=-=-=-- 14-15 - -=-_14-15 194 -113 0.11 0.00 0.00 0.00 0.05 AB 8 3.09 33W.75x.75 [MWFRS ASCE Parl++][OC 24.00][ASI 1.33] [NM 1] -80 PLF @ 3.1 to -80 @ 5.6 R [y=14.5][100%] Node X-Loc Y-Loc deflY(L) def1Y(T) dxl dxT MaxShear GLC 11 PLF @ 0.7 to 11 @ 5.6 [y=18.4] [ 0%] 0 0.65 14.45 0.00 L/999 0.00 L/999 0.00 0.00 -0 6 10 PLF @ 1.4 to 10 @ 4.9 [y= 9.3][ 0%] 1 1.41 14.46 ---- ----- ---- ----- ---- --- -0 4 -80 PLF @ 0.7 to -80 @ 3.1 L [y=15.3] [100%] 2 1.44 14.72 0.00 L/999 0.00 L/999 0.00 0.00 -94 9 3 1.44 14.46 0.00 L/999 0.00 L/999 0.00 0.00 1 1 [MWFRS ASCE Parl-+][0C 24.00][ASI 1.33] [NM 1] 4 1.56 14.46 0.00 L/999 0.00 L/999 0.00 0.00 2 1 -80 PLF @ 3.1 to -80 @ 5.6 R [y=14.5] [100%] 5 1.87 14.86 0.00 L/999 0.00 L/999 0.00 0.00 36 8 11 PLF @ 0.7 to 11 @ 5.6 (y=18.41[ 0%] 6 2.00 14.90 0.00 L/999 0.00 L/999 0.00 0.00 88 9 10 PLF @ 1.4 to 10 @ 4.9 [y= 9.3] [ 0%] 7 2.00 14.46 0.00 L/999 0.00 L/999 0.00 0.00 -11 1 -80 PLF @ 0.1 to -80 @ 3.1 L [y=15.3] [100%] 8 3.14 15.28 0.00 L/999 0.00 L/999 0.00 0.00 66 8 =-------=---=-=-=-_-_-_ 9 3.14 14.46 0.00 L/999 0.00 L/999 0.00 0.00 -12 1 [C&C ASCE Wind Lt-+][OC 24.00][ASI 1.33] [NM 1] 10 4.28 14.90 0.00 L/999 0.00 L/999 0.00 0-00 -88 9 11 PLF @ -0.7 to 11 @ 0.0 [y=18.4]( 0%] 11 4.28 14.46 0.00 L/999 0.00 L/999 0.00 0.00 11 1 11 PLF @ 0.7 to 11 @ 2.2 [y=18.4] [ 096] 12 4.41 14.86 0.00 L/999 0.00 L/999 0.00 0-00 -32 8 11 PLF @ 2.2 to 11 @ 3.1 [y=18.4] [ 096J 13 4.72 14.46 0.00 L/999 0.00 L/999 0.00 0-00 -2 1 11 PLF @ 3.1 to 11 @ 6.3 [y=18.4] [ 0%] 14 4.84 14.72 0.00 L/999 0.00 L1999 0.00 0.00 94 8 10 PLF @ 0.0 to 10 @ 6.3 [y= 9.3] [ 0%] 15 4.84 14.46 0.00 L/999 0.00 L/999 0.00 0.00 -1 1 -137 PLF @ 3.1 to -137 @ 5.6 R [y=14.5] [100%1 16 4.87 14.46 --- ----- --- ---- ---- ---- 0 4 17 5.63 14.45 0.00 L/999 0.00 L/999 0.00 0.00 -0 9 [C&C ASCE Wind Rt-+][OC 24.001[ASI 1.33][NM 1] -137 PLF @ 0.7 to -137 @ 3.1 L [y=15.3] [100%] 11 PLF @ -0.7 to 11 @ 3.1 [y=18.4][ DI] 11 PLF @ 3.1 to 11 @ 6.3 [y=18.4] [ 0%] 10 PLF @ 0.0 to 10 @ 6.3 [y= 9.3] [ 0%] -137 PLF @ 3.1 to -137 @ 5.6 R [y=14.5] [100%] 8 y-6 1812 \ 14 0 // 7 9 11 1-1 \\ 17 (FredsSal-Renovation of Fred's Saloon - B11 4'9"6 Valley) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 28TSC2.75 1.5x2.75-28-55KSI Fasteners=14AMD. Circles show the min. no. of blue 14AMDB1.25 fasteners Bot chord 28TSC2.75 1.5x2.75-28-55KSI and squares show the min. no. of red 14AMDR1.5 fasteners per member of Webs 33W.75x.75 .75x.75-33-45KSI truss. See DWG. TS011 for details. (A) 33TSBUC3.5 20ga. Bent-U connector required. Square indicates min. 130 mph wind, 15.11 ft mean hgt, ASCE 7-98, CLOSED bldg, not located fastener qty, thru connector overlap. See drawing TS004 for peak Within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-5.0 psf, wind connector detail . BC DL=5.0 psf. In lieu of rigid ceiling use purlins: to brace BC (9 24" OC SCREW QUANTITIES FOR ALL MEMBERS NOT IDENTIFIED BY CIRCLED NUMBER = 1 See DWG TS026 for valley details. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. FIA) 4 F-- L 4--a 0-2-10 0-2-10 0-9-9 _— 14-7-3 —�— �_1-4-15-;*J 0-4-11 L-1-4;15-� 0-7-1 1 1 11 1 1 0-7-13 0-7-13 0-11-12 1-D-11-1 4-9-6 Over Continuous Support R=80 PLF U=70 PLF W=4-9-6 GALVANIZATION G60 Design Crit: AISI 5.10 OTY:3 FL/5/-/S/E/-/- Scale -.5" Ft. A **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING TC LL 20.0 P S F R E F R7417-8532 0 AND BRACING. UNLESS OTHERWISE INDICATED, TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 10.0 P S F DATE 01/08/03 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING BC DL 10.0 PSF DRW HCUSR7417 03008007 ALK L DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. �d n '03 BC LL 0.0 P S F HC-ENG W H D/W H D TRUSS TEEL ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, To RESIST LATERAL az,uel e2 T 0 T.L D. 4 0.0 P S F S E 4 N 1 0 8 3 6 FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS_ ALPINE ENGINEERED PRODUCTS, 7,T O INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING. INSTALLING 1`l 0. 1 82 Attiglneered Product In . AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS Baines City,FL 33844 SPACING 24.0" JREF - 1R747417Z01 FL Certificate ofAuthorization 567 DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. [030080071[ALPINE][AISI][BIT 4'9"6 Val ley][FredsSal/Renovation of Fred's Saloon] Page 1 [TCLL 20.Oj [TCDL 10.01[BCDL 10.0][BCLL 0.0][AST 1.00][OC 24.0](HM 1][SOFFIT 2.01 [STD.AUTO.LOAD][OC 24.00][ASI 1.00][NM 1] [X-Loc][React][Size] __-= 20 PLF @ 0.0 to 20 @ 4.8 [y= 9.6] [ 0961 [ 0.00][ 278][ -81h][4.781 4 PLF @ -0.7 to 4 @ 0.0 [y= 9.6] [ O/] 60 PLF @ -0.7 to 60 @ 4.8 [y=18.4][ 6796] EndPts MaxT MaxC AXL BND SNR CRIP CSI COMB GLC Length Grade Brace 0- 2 20 -0 0.00 0.05 0.03 0.00 0.06 AS 1 10.01 28TSC2.75 Plywd [MWFRS ASCE Perp/L++][OC 24.00][ASI 1.331 CMM 11 2- 5 74 -19 0.00 0.05 0.03 0.00 0.05 AS 1 5.39 28TSC2.75 Plywd -43 PLF @ 2.4 to -43 @ 4.1 R [y=14.8][1000] 5- 6 64 -7 0.00 0.01 0.01 0.00 0.01 SB I 1.65 28TSC2.75 Plywd 11 PLF @ 0.7 to 11 @ 4.1 [y=18.4] [ 0%] 6- 9 69 -2 0.00 0.00 0.01 0.00 0.01 SB 1 4.94 28TSC2.75 Plywd 10 PLF @ 1.4 to 10 @ 3.4 [y= 9.6] [ 011 9-10 69 -2 0.00 0.00 0.01 0.00 0.01 SB 1 4.94 28TSC2.75 Plywd -53 PLF @ 0.7 to -53 @ 2.4 L [y=15.3] [100%] 10-12 64 -7 0.00 0,01 0.01 0.00 0.01 SB 1 1.65 28TSC2.75 Plywd --------=-_-------_ _ _ _ _ _ _ _-_-_-_-_-=-=-_ 12-14 77 -19 0.00 0,05 0.03 0.00 0.05 AS 1 5.39 28TSC2.75 Plywd [MWFRS ASCE Perp/L-+] [OC 24.00][ASI 1.33] [NM 1] 14-17 20 -0 0.00 0,05 0.03 0.00 0.06 AS 1 10.01 28TSC2.75 Plywd -43 PLF @ 2.4 to -43 @ 4.1 R [y=14.8] [10096] 1- 3 0 -0 0.00 0,00 0.00 0.00 0.00 SS 1 0.38 28TSC2.75 @ 72" 11 PLF @ 0.7 to 11 @ 4.1 [y=18.4] [ 0%] 3- 4 81 -6 0.00 0.00 0.00 0.00 0.00 AS 2 1.36 28TSC2.75 @ i" 10 PLF @ 1.4 to 10 @ 3.4 [y= 9.6] [ O/] 4- 7 38 -3 0.00 0,00 0.00 0.00 0.00 AS 1 5.32 28TSC2.75 @ 5" -53 PLF @ 0.7 to -53 @ 2.4 L [y=15.3] [100%] 7- 8 38 -3 0.00 0,00 0.00 0.00 0.00 A8 1 4.69 28TSC2.75 @ 5" =-=-=-_-=-_-=-=-_-_-_ 8-11 38 -3 0.00 0,00 0.00 0.00 0.00 AS 1 4.69 28TSC2.75 @ 5" [MWFRS ASCE Perp/R++][OC 24.00][ASI 1.33][NM 1] 11-13 38 -3 0.00 0.00 0.00 0.00 0.00 AS 1 5.32 28TSC2.75 @ 5' -53 PLF @ 2.4 to -53 @ 4.1 R [y=14.8] [100%] 13-15 0 0 0.00 0,00 0.00 0.00 0.00 SB 1 1.36 28TSC2.75 @ 1" 11 PLF @ 0.7 to 11 @ 4.1 [y=18.4] [ 0%] 15-16 0 -0 0.00 0,00 0.00 0.00 0.00 SB I 0.38 28TSC2.75 @ 72' 10 PLF @ 1.4 to 10 @ 3.4 [y= 9.6][ 0%] -43 PLF @ 0.1 to -43 @ 2.4 L [y=15.3] [100%] EndPts MaxT MaxC AXL ONO SHR CRIP CSI COMB GLC Length Grade Brace =-=--=-=-=-=-_---_-_-_ 2 3 214 -122 0.12 0,00 0.00 0.00 0.06 AS 9 3.09 33W.75x.75 [MWFRS ASCE Perp/R-+] [OC 24.001 FA SI I.33] [NM 1] 4- 5 69 -12 0.04 0,00 0.00 0.00 0.02 AS 8 6.09 33W.75x.75 -53 PLF @ 2.4 to -53 @ 4.1 R [y=14.8][10096] 6- 7 12 -25 0.01 0.00 0.00 0.00 0.01 AS 8 5.32 33W.75x.75 11 PLF @ 0.7 to 11 @ 4.1 [y=18.4] [ 0%] 8- 9 1 -16 0.01 0,00 0.00 0.00 0.01 A8 1 6.88 33W.75x.75 10 PLF @ 1-4 to 10 @ 3.4 [y= 9.6] [ 01] 10-11 32 0 0.02 0,00 0.00 0.00 0.01 AS 8 5.32 33W.75x.75 -43 PLF @ 0.7 to -43 @ 2-4 L [y=15.3][100!] 12-13 5 -62 0.02 0.00 0.00 0.00 0.02 AS 8 6.09 33W.75x.75 --_-=-_-=-_-_---_-_-_-_ 14-15 222 -122 0.13 0.00 0.00 0.00 0.06 AS 8 3.09 33W.75x.75 [MWFRS ASCE Parl++][OC 24.001[ASI 1.33] [NM 1) -80 PLF @ 2.4 to -80 @ 4.1 R [y=14.8] [100%] Node X-Loc Y-Loc def1Y(L) defiY(T) dxL dxT MaxShear GLC 11 PLF @ 0.7 to 11 @ 4.1 [y=18.4] [ 01] 0 0.65 14.70 0.00 L/999 0.00 L/999 0-00 0.00 0 9 10 PLF @ 1.4 to 10 @ 3-4 [y= 9.61[ 01161 1 1.41 14.71 ---- ----- ---- ----- ---- ---- -0 1 -60 PLF @ 0.7 to -80 @ 2.4 L [y=15.3] [100%] 2 1.44 14.97 0.00 L/999 0.00 L/999 0.00 0.00 105 9 3 1.44 14.71 0.00 L/999 0.00 L/999 0.00 0.00 1 1 [MWFRS ASCE Pari-+][OC 24.00][ASI 1.33] [NM 1] 4 1.56 14.71 0.00 L/999 0.00 L/999 0.00 0.00 -4 1 -80 PLF @ 2-4 to -80 @ 4.1 R [y=14.8] [100%] 5 1.87 15.11 0.00 L/999 0.00 L/999 0.00 0.00 45 9 11 PLF @ 0.7 to 11 @ 4.1 [y=18.4] [ 0%] 6 2.00 15.15 0.00 L/999 0.00 L/999 0-00 0-00 31 9 10 PLF @ 1.4 to 10 @ 3.4 [y= 9.6] [ 0%] 7 2.00 14.71 0.00 L/999 0.00 L/999 0.00 0.00 5 1 -80 PLF @ 0.7 to -80 @ 2.4 L [y=15.3][100%] 8 2.39 14.71 0.00 L/999 0.00 L/999 0.00 0.00 -4 1 ----_-_---_ 9 2.39 15.28 0.00 L/999 0.00 L/999 0.00 0.00 25 8 [C&C ASCE Wind Lt-+][OC 24-00][A,S1 1.331[NM 1] 10 2.78 15.15 0.00 L/999 0.00 L/999 0.00 0.00 -31 9 11 PLF @ -0-7 to 11 @ 0.0 [y=18.4] [ 01) 11 2.78 14.71 0.00 L/999 0.00 L/999 0.00 0.00 -5 1 11 PLF @ 0.7 to 11 @ 2.2 [y=18.4] [ 0%] 12 2.91 15.11 0.00 L/999 0.00 L/999 0-00 0.00 -52 8 11 PLF @ 2.2 to 11 @ 2.4 [y=18.4][ 01] 13 3.22 14.71 0.00 L/999 0.00 L/999 0.00 0.00 4 1 11 PCF @ 2.4 to 11 @ 4.8 [y=18.4] [ 0%] 14 3.34 14.97 0.00 L/999 0.00 L/999 0.00 0.00 -lit 8 10 PLF @ 0.0 to 10 @ 4.8 [y= 9.61 [ 0%] 15 3.34 14.71 0.00 L/999 0.00 L/999 0.00 0.00 -1 1 -143 PLF @ 2.4 to -143 @ 4.1 R [y=14.8] [10096] 16 3.37 14.71 ---- ----- ---- ----- ---- ---- -0 8 = _ _' _ _ _ _ = _-_-_-_ 17 4.13 14.70 0.00 L/999 0.00 L/999 0.00 0.00 0 6 [C&C ASCE Wand Rt-+1[OC 24.00][ASI 1.33][NM 1] -143 PLF @ 0.7 to -143 @ 2.4 L [y=15.3] [100%] U PLF @ -0.7 to 11 @ 2.4 [y=18.41[ 0%] I1 PLF @ 2.4 to 11 @ 4.8 [y=18.4] [ O1] 10 PLF @ 0.0 to 10 @ 4.8 [y= 9.6] [ 0%] -143 PLF @ 2.4 to -143 @ 4.1 R [y=14.8][1001] 9 5�B 12 z ` 14 0 1 7 - 8 - 11 136 �\ 17 (FredsSal-Renovation of Fred's Saloon - B1 19'9"6 Valley) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 28TSC2.75 1.5x2.75-28-55KSI :T2 33TSC2.75 1.5x2.75-33-55KSI: Fasteners=14AMD. Circles show the min. no. of blue 14AMDB1.25 fasteners But chord 33TSC2.75 1.5x2.75-33-55KSI and squares show the min. no. of red 14AMDRI.5 fasteners per member of Webs 33W.75x.75 .75x.75-33-45KSI truss. See DWG. TSO11 for details. :W6, W9, W10, W11, W14 33W.75xl.5 .75x1.5-33-45KSI: (A) 331SHC3.5K 20ga. Hinge connector required. Square indicates min. SPECIAL LOADS fastener qty. thru connector overlap. See drawings TS004 and TS004A for ------- ----- -------------- ------------------- details. TC From 60 PEE at -0.76 to 60 PLF at 5.48 TC, - From 30 PLF at 5.48 to 30 PLF at 11.48 130 mph wind, 15.21 ft mean hgt, ASCE 7-98, CLOSED bldg, Located TC From 60 PLF at 11.48 to 60 PLF at 17.72 anywhere in roof, CAT II, EXP C, wind TC DL-5.0 psf, wind BC DL-5.0 psf. BC From 20 PLF at 0.00 to 20 PLF at 16.96 TC 360 LB Conc. Load at 5.48, 11.35 In lieu of structural panels or rigid ceiling use purlins: TC 212 LB Conc. Load at 6.48, 10.48 to brace all flat TC @ 24" OC, all BG @ 24" OC. TC 810 LB Conc. Load at 8.48 IT IS THE RESPONSIBILITY OF THE TRUSS FABRICATOR TO REVIEW THIS Special connection required for concentrated load. DRAWING PRIOR TO CUTTING MATERIAL TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS AND BEARING LOCATIONS, CONFORM TO * 362S162-33 "C" CHANNEL "T" BRACE (OPEN END OUT).ATTACH THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. "C" CHANNEL TO NARROW FACE OF WEB SO THAT FLANGE OF CHANNEL IS FLUSH WITH OUTSIDE EDGE OF TOP AND BOTTOM CHORDS. (**) This portion of vertical web "C" CHANNEL IS TO BE ATTACHED TO PORTION OF WEB BETWEEN CHORDS. "T" BRACE TURNED IN. is exposed to wind. ATTACH WITH #10 SELF DRILLING SCREWS THROUGH TOE 0.75" FACE, 1" FROM EACH END OF BRACE AND 6" O.C. "T" BRAC TURNED IN. -4� THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF T2 AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL + PROFILE OF ADJACENT RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED * * * -GABLE ROOF TRUSS. * BY THE BUILDING DESIGNER. 3-8-12 3-8 12 TE �16 W9 W1 W1 wl(B)VERTICAL WEB IS TO BE LATERALLY BRACED AT ITS MIDPOINT WITH AN 1 - �,`� 6-0-0 ANGLE STRUT ATTACHED TO WEB WITH (3) #10 SDS AT ON END AND TO (A) ' �(A) BLOCKING ATTACHED TO THE ROOF OR CEILING DIAPHRAGM AT THE 4 (- 1 (B) (B) 1 -� 4 OTHER END. STRUT AND BLOCKING AND THEIR ATTACHMENT TO THE (B) DIAPHRAGM ARE TO BE DESIGNED AND FURNISHED BY OTHERS, I 1 I 1 0-5-10 0-5-1 + MEMBER TO 8E LATERALLY BRACED FOR HORIZONTAL IJIND � �12-1-� LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. ++ ') M++ -i-+ -( 4-+ SCREW QUANTITIES FOR ALL MEMBERS NOT IDENTIFIED BY 0-9-2 + + + L+ + +0 9 2 CIRCLED NUMBER = 1 1 0 8 ��1-9 B �J.� 2 0 12 �1.F2-o-o�z-o-o-�z-o-o-�2-0-0�2-0-0� �---�' ++ Anchorage req'd to prevent truss O 7 2-0-0 2 0 0 -11-7 1 11-4 1-0-0 1-0-0 1 11 4 -11-7 2-0-0 2-0-0 -7 from slipping off bearing. 7 2-0-0 2-0-0 II- -11-4 1-0 0 1-0 0 1-11-4 II 2 0-02 0 0-F 7_ d 4e DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. R-403 U=620 W=1.5" 8-403 U-620 W=1.5" R-403 U-620 W=1. la R=403 u=620 ws1.5' 16-11-8 Over 8 Supports R=403 U=620 W=1.5" R=403 U=620 W=1.5" R-403 U=620 W=1.5" R=403 U=620 W=1.5" GALVANIZATION - G60 Desi n Crit: AISI 6.20 OTY:3 FL/5/-/5/E/-/- Scale .3125" Ft. "WARNING**** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING T`. L L 20.0 P S F R E F R7417-85321 / \ ANDBRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 10.0 P S F DATE 0 1/10/0 3 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING p LOC DL 10.0 PSF DRW HCUSR7417 03008012 DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ,)a '113 B C LL 0.0 P S F HC-ENG W H D/W H D rr RUSS TEEL ALL DESIGN, ATTACHMENT AND INSTALLATION (IF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL Matluel ez T 0 T.L D. 4 0.0 P S F S E Q N - 1 7 9 1 4 FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, �,7 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR.HANDLING, SHIPPING, INSTALL.TNG IN D.4 1 pine Engineered Products, 1 . AND BRACING OF TRUSSES- AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS Hames City,Fl, 33844 SPACING 24.0" JREF - 1RZ47417701 FL Certificate of.Authorization#567 DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. [03DD8012] [ALPINE][AISI][85321--B1 19'9"6 Valley][FredsSaI/Renovation of Fred's Saloon] Page 1 [TCLL 20.0) [TCDL 10.01[BCDL 10.0][BCLL 0.0][ASI 1.00][OC 24.01[HM 11[SOFFIT 2.0] [STD.AUTO.LOAD1[OC 24.00][AS1 1.00][NM 1] =====Bearings=== [X-Loc][React][Size] ____= 40 PLF @ 0.7 to 40 @ 6.9 [y=21.1][100°',] [ 3.20][ 2971[ 526h][0.13) [ 5.20][ 166][0.13] [ 7.20][ 603][0.13] 20 PLF @ 0.7 to 20 @ 19.1 [y=21.1] [ 01] [ 9.20][ 720][0.13] [11.20][ 621][0.13] [13.20][ 4831[0.13] 20 PLF @ 1.4 to 20 @ 18.4 [y,= 7.1] [ 096] [15.20][ 86][0.13] [17.20][ 239][0.131 10 PLF @ 6.9 to 10 @ 12.9 [y=21.1] [100%] 40 PLF @ 12.9 to 40 @ 19.1 [y=21.1] [1001] EndPts MaxT MaxC AXL OND SHR CRIP CSI COMB GLC Length Grade Brace 180.00 Lbs. @ 6.9, 21.1 Angle-270 0- 2 15 -11 0.00 0.07 0.04 0.00 0.07 AS 2 10.01 281SC2.75 Plywd 180.00 Lbs. @ 6.9, 21.1 Angle=270 2- 5 87 -19 0.01 0.07 0.02 0.00 0.08 AS 1 5.39 281'SC2.75 Plywd 106.00 lbs. @ 7.9, 21.1 Angle=270 5- 6 145 -482 0.03 0.12 0.07 0.00 0.14 AS 2 1.65 28TSC2.75 Plywd 106.00 Lbs. @ 7.9, 21.1 Angle=270 6- 9 132 -372 0.01 0.22 0.05 0.00 0.23 AS 2 25.30 28TSC2.75 Plywd 405.00 Lbs. @ 9.9, 21.1 Angle-270 9-12 161 -293 0.00 0.22 0.06 0.00 0.22 AS 2 25.30 28TSC2.75 Plywd 405.00 Lbs. @ 9.9, 21.1 Angle=270 12-16 186 -236 0.03 0.03 0.02 0.00 0.06 AS 1 12.06 28TSC2.75 Plywd 106.00 Lbs. @ 11.9, 21.1 Angle=270 14-15 0 -0 0.00 0.04 0.10 0.00 0.09 SB 1 0.75 33TSC2.75 @ 24" 106.00 Lbs. @ 11.9, 21.1 Angle=270 15-20 153 -80 0.01 0.22 0.07 0.20 0.24 AS 2 21.69 33TSC2.75 @ 24" 180.00 Lbs. @ I2.8, 21.1 Angle=270 20-21 142 -12 0.00 0.23 0.01 0.00 0.23 AB 2 1.56 33TSC2.75 @ 24" 180.00 Lbs. @ 12.8, 21.1 Angle=270 21-24 142 -12 0.00 0.23 0.08 0.00 0.23 AS 2 12.00 33TSC2.75 @ 24" ---­­­­=------ 24-26 142 -12 0.00 0.19 0.08 0.00 0.19 AS I 12.00 33TSC2.75 @ 24" [C&C ASCE Wind Lt-+] [OC 24.001[ASI 1.33][NM 1] 26-28 142 -12 0.00 0.16 0.07 0.00 0.16 AS 1 1.56 33TSC2.75 @ 24" 51 PLF @ 6.9 to 51 @ 6.9 L [y=18.1][100%] 28-31 153 -80 0.02 0.18 0.05 0.20 0.19 AB 2 21.69 33TSC2.75 @ 24" 99 PLF @ 12.9 to 99 @ 12.9 L [y=18.1] [100%] 31-34 0 -0 0.00 0.03 0.07 0.00 0.07 SB 2 0.75 33TSC2.75 @ 24" -100 PLF @ 3.7 to -100 @ 6.9 L [y=14.3][10096] 32-36 188 -217 0.03 0.09 0.04 0.00 0.11 AB 3 12.06 28TSC2.75 Plywd -100 PLF @ 1.4 to -100 @ 3.7 L [y=13.3] [100%] 36-39 144 -259 0.03 0.07 0.05 0.00 0.10 AB 1 25.30 2STSC,2.75 Plywd -100 PLF @ 12.9 to -100 @ 15.9 R [y=13.3] [100%1 39-42 110 -347 0.01 0.17 0.05 0.00 0.18 AB 3 25.30 28TSC2.75 Plywd -158 PLF @ 0.7 to -158 @ 1.4 L [y=12.5][100%] 42-44 89 -444 0.01 0.17 0.05 0.00 0.18 AS 3 1.65 28TSC2.75 Plywd -100 PLF @ 15.9 to -100 @ 19.1 R [y=12.3] [100%] 44-46 89 -15 0.00 0.14 0.04 0.00 0.14 AS 3 5.39 28TSC2.75 Plywd -39 PLF @ 1-4 to -39 @ 3.2 [y=12.2][100%] 46-49 15 -11 0.00 0.07 0.04 0.00 0.07 AS 3 10.01 28TSC2.75 Plywd -39 PLF @ 17.3 to -39 @ 18.4 [y=12.2] [100"6] 1- 3 0 -0 0.00 0.00 0.00 0.00 0.00 SB 5 0.38 33TSC2.75 @ 24" 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1] [ D%] 3- 4 0 -0 0.00 0.04 0.06 0.00 0.07 SB 1 1.36 33TSC2.75 @ 24" 10 PLF @ 1.4 to 10 @ 3.2 [y= 7.11 [ 0%] 4- 7 420 -102 0.05 0.12 0.07 0.00 0.15 AS 1 5.31 33TSC2.75 @ 24" 11 PLF @ 1.4 to 11 @ 3.7 [y=21.1] [ 0%] 7- 8 420 -102 0.02 0.33 0.07 0.40 0.35 AS 2 15.19 33TSC2.75 @ 24" 10 PLF @ 3.2 to 10 @ 17.3 [y= 7.1][ 0%] 8-10 757 -139 0.09 0.33 0.08 0.40 0.38 AS 2 8.81 33TSC2.75 @ 24" Il PLF @ 3.7 to 11 @ 6.9 [y=21.1][ 01.] 10-11 757 -139 0.02 0.07 0.02 0.17 0.09 AS 1 15.19 33TSC2.75 @ 24" 10 PLF @ 6.9 to 10 @ 9.9 [y=21.1][ 0%] 11-13 757 -139 0.02 0.08 0.05 0.17 0.09 AS 1 8.81 33TSC2.75 @ 24" -42 PLF @ 6.9 to -42 @ 12.9 [y=21.1] [100%] 13-17 757 -139 0.09 0.24 0.03 0.00 0.29 AS 2 11.44 33TSC2.75 @ 24" 10 PLF @ 9.9 to 10 @ 12..9 [y=21.1] [ 0%] 17-18 783 -190 0.09 0.24 0.24 0.62 0.29 S8 2 3.75 33TSC2.75 @ 24" 11 PLF @ 12.9 to 11 @ 15.9 [y=21.1] [ 0%] 18-19 783 -190 0.09 0.13 0.01 0.62 0.19 AS 2 17.79 33TSC2.75 @ 24" 11 PLF @ 15.9 to 11 @ 19.1 Ly=21.1] [ 011] 19-22 529 -58 0.07 0.12 0.07 0.00 0.16 AS 1 1.71 33TSC2.75 @ 24" 10 PLF @ 17.3 to 10 @ 19-4 [y= 7.1] [ 01] 22-23 529 -58 0.00 0.21 0.12 0.73 0.21 AS 1 4.50 331SC2.75 @ 2.4" -360.00 Lbs. @ 6.9, 21.1 Angle-270 23-25 529 -58 0.00 0.21 0.14 0.73 0.21 AB 1 7.50 33TSC2.75 @ 24" -290.00 Lbs. @ 7.9, 21.1 Angle-270 25-27 529 -58 0.07 0.18 0.01 0.00 0.22 AS 2 12.00 33TSC2.75 @ 24" -650.00 Lbs. @ 9.9, 21.1 Angle-270 27-29 529 -58 0.07 0.18 0.14 0.00 0.22 AS 2 1.71 33TSC2.75 @ 24" -290.00 Lbs. @ 11.9, 21.1 Angle=270 29-30 342 -59 0.04 0.18 0.22 0.64 0.25 SB 2 2.79 33TSC2.75 @ 24" -360.00 Lbs. @ 12.9, 21.1 Angle-270 30-33 342 -59 0.04 0.18 0.03 0.64 0.20 AS 2 18.75 33TSC2.75 @ 24" 33-35 394 -76 0.01 0.18 0.17 0.65 0.22 SB 3 5.25 331SC2.75 @ 24" [C&C ASCE Wind Rt-+][OC 24.001[ASI 1.33][NM 1] 35-37 394 -76 0.01 0.18 0.07 0.65 0.18 AB 3 6.19 33TSC2.75 @ 24" -99 PLF @ 6.9 to -99 @ 6.9 L [y=18.1][100%] 37-38 394 -76 0.05 0.09 0.03 0.23 0.12 AS 1 17.81 33TSC2.75 @ 24" -51 PLF @ 12.9 to -51 @ 12.9 L [y=18.1] [100%] 38-40 394 -76 0.05 0.09 0.06 0.23 0.12 AS 1 6.19 33TSC2.75 @ 24" -100 PLF @ 3.9 to -100 @ 6.9 L [y=14.3][100%] 40-41 394 -76 0.01 0.23 0.04 0.35 0.23 AS 3 17.81 33TSC2.75 @ 24" -100 PLF @ 0.7 to -100 @ 3.9 L [y=13.3][10096] 41-43 394 -76 0.01 0.23 0.09 0.35 0.23 AB 3 6.19 33TSC2.75 @ 24" -100 PLF @ 12.9 to -100 @ 16.1 R [y=13.3][100%] 43-45 394 -76 0.05 0.09 0.06 0.00 0.I2 AS 1 5.31 33TSC2.75 @ 24" -100 PLF @ 16.1 to -100 @ 18.4 R [y=12.5][100%] 45-47 0 -0 0.00 0.04 0.06 0.00 0.07 SB 1 1.36 33TSC2.75 @ 24" -158 PLF @ 18.4 to -158 @ 19..1 R [y=12.3] [100%] 47-48 0 -0 0.00 0.00 0.00 0.00 0.00 SB 7 0.38 33TSC2.75 @ 24" -39 PLF @ 1.4 to -39 @ 3.2 [y=12.2][100%] 16-17 999 -578 0.05 0.61 0.02 0.00 0.66 AB 1 25.13 33W_75x1.5 -Web -39 PLF @ 17.3 to -39 @ 18.4 [y=12.2] [100%] 32-33 765 -450 0.07 0.61 0.02 0.00 0.68 AS 1 25.13 33W.75xI.5 -Web Ii PLF @ 0.7 to 11 @ 3.9 [y=21.1] [ C"6] 10 PLF @ 1.4 to 10 @ 3.2 [y= 7.1] [ 0%] EndPts MaxT MaxC AXL BND SHR CRIP CSI COMB GLC Length Grade Brace 11 PLF @ 3.9 to 11 @ 6.9 [y=21.1][ 0%] 2- 3 263 -67 0.15 0.00 0.00 0.00 0.07 AB 1 3.09 33W.75x.75 10 PLF @ 3.2 to 10 @ 17.3 [y= 7.1][ 0%] 4- 5 166 -683 6.22 0.00 0.00 0.00 0.22 AB 1 6.08 33W.75x.75 -42 PLF @ 6.9 to -42 @ 12.9 [y=2I.1] [100%] 6- 7 346 -160 0.20 0.00 0.00 0.00 0.10 AS 1 5.32 33W.75x.75 10 PLF @ 6.9 to 10 @ 9.9 [y=21.1][ 01] 9-10 313 -175 0.18 0.00 0.00 0.00 0.09 AB 2 13.32 33W.75x.75 10 PLF @ 9.9 to 10 @ 12.9 [y=21.1] [ 01] 12-13 161 -47 0.09 0.00 0.00 0.00 0.04 A8 1 21.32 33W_75x.75 11 PLF @ 12.9 to 11 @ 16.1 [y=21.1] [ 0116] 15-16 534 -452 0.16 0.67 0.09 0.00 0.76 AS 3 44.26 33W.75xi.5 11 PLF @ 16.1 to 11 @ 18.4 [y=21.11 [ 0%] 16-19 275 -390 0.27 0.00 0.00 0.06 0.27 AS 1 33.10 33W.75x.75 10 PLF @ 17.3 to 10 @ 18.4 [y= 7.1] [ 0%] 16-20 262 -242 0.37 0.00 0.00 0.00 0.37 AS 1 49.29 33W.75x,75 11 PLF @ I8.4 to 11 @ 19.1 [y=21.1][ 0%] 21-22 523 -458 0.89 0.00 0.00 0.00 0.89 AS 1 69.39 33W.75xl..5 -360.00 Lbs. @ 6.9, 21.1 Angle-270 24-25 409 -414 0.80 0.00 0.00 0.00 0.80 AS 1 69.39 33W.75x1.5 -290.00 Lbs. @ 7.9, 21.1 Angle=270 26-27 589 -435 0.84 0.00 0.00 0.00 0.84 AS 1 69.39 33W.75x1.5 -650.00 Lbs. @ 9.9, 21.1 Angle=270 28-32 291 -271 0.42 0.00 0.00 0.00 0.42 AB 1 49.29 33@_75x.75 -290.00 Lbs. @ 11.9, 21.1 Angle=270 29-32 348 -194 0.17 0.00 0.00 0.00 0.10 AB 2 33.10 33W.75x.75 -360.00 Lbs. @ 12.9, 21.1 Angle-270 31-32 542 -445 0.17 0.66 0.09 0.00 0.76 AS 2 44.26 33W_75x1.5 =-_-_-_-=-_-_-=-_-_---_ 36-37 222 -125 0.13 0.00 0.00 0.00 0.06 AS 3 21.32 33W.75x.75 [MWFRS-STO.AUTO.LOAD][OC 24.00)[ASI 1.33][NM 11 39-40 256 -102 0.15 0.00 0.00 0.00 0.07 AB 1 13.32 33W.75x.75 14 PLF @ 0.7 to 14 @ 19.1 [y=21.1] [ 0%] 42-43 316 -169 0.18 0.00 0.00 0.00 0.09 AB 3 5.32 33W.75x.75 -28 PLF @ 0.7 to -28 @ 6.9 [y=21.1] [100%] 44-45 123 -640 0.21 0.00 0.00 0.00 0.21 AB 1 6.08 33W.75x.75 -28 PLF @ 0.7 to -28 @ 19.1 [y=21.11 [100%] 46-47 269 -57 0.15 0.00 0.00 0.00 0.08 AB 1 3.09 33W.75x.75 14 PLF @ 1.4 to 14 @ 18.4 [y= 7.1] [ 0%] -28 PLF @ 1.4 to -28 @ 28.4 [y= 7.1][100%] Node X-Loc Y-Lac deflY(L) deflY(T) dxL dxT MaxS.hear GLC -7 PCF @ 6.9 to -7 @ T2.9 =21.1 [100%] 0 0.65 12.20 0.01 L/999 0.02 L/834 0.00 0.01 0 11 28 PLF @ 12.9 to -28 @ 1'A%] 1 1.41 12.21 0.02 L/999 0.04 L/584 0.00 0.00 -0 11 -378.46 Lbs. @ 6.9, 21.1 rgi 2 1.44 12.47 0.02 Q999 0.04 L/584 0.01 0.01 178 12 126.15 Lbs. @ 6.9, 21.1 ArqI = 7 3 1.44 12.21 0.02 L/999 0.04 L/585 0.00 0.00 -264 12 74.29 Lbs. @ 7.9, 21.1 Argl = 70 4 1.56 12.21 0.02 L/999 0.03 L/588 0.00 0.00 271 12 -222.87 Lbs. @ 7 , 21. 37 gl = 70 16 2 5 1.87 12.61 0.01 L/999 0.03 L/593 0.02 0.02 -240 12 283.85 Lbs. @ 9. A 1 = 7 Y 6 2.00 12.65 0.01 2/949 0.03 2/595 0.02 0.02 -253 12 -851.54 Lbs. 7 2.00 12.21 0.01 2/999 0.03 L/603 0.00 0.00 258 12 74.29 Lbs. n e -13H 1B�' 8 3.27 12.21 0.00 L/999 0.00 L/999 0.00 0.00 289 2 -222.87 Lbs. @ 11.91 21.1 Angle=270 9 4.00 13.32 0.00 L/999 0.00 L/999 0.04 0.04 170 2 126.15 Lbs. @ 12.8, 21.1 Angle=270 [03008012] [ALPINE] [AISI][85321--B1 19'9"6 Valley][FredsSal/Renovation of Fred's Saloon] Page 2 10 4.00 12.21 0.01 L/999 0.01 L/999 0.00 0.00 297 2 -378.46 Lbs. @ 12.8, 21.1 Angle=270 11 5.27 12.21 0.00 L/999 0.00 L/999 0.00 0.00 153 2 12 6.00 13.98 0.00 L/999 0.01 1-1999 0.03 0.04 -89 12 [MWFRS ASCE Perp/L++][OC 24.001[ASI 1.33] [NM 1] 13 6.00 12.21 0.00 L/999 0.00 L/999 0.00 0.00 160 2 -32 PLF @ 18.4 to -32 @ 19.1 R [y-12.3][100%] 14 6.89 17.99 0.00 L/999 0.00 L/999 0.00 0.00 0 4 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1][ 0%] 15 6.95 17.99 0.00 L/999 0.01 L/999 0.03 0.03 -362 2 -50 PLF @ 1.4 to -50 @ 6.9 L [y=14.3] [100%] 16 6.95 14.30 ---- ----- ---- --- ---- ---- -58 2 11 PLF @ 1.4 to 11 @ 6.9 [y=21.1] [ 0%] 17 6.95 12.21 0.00 L/999 0.00 L/999 0.00 0.00 -880 2 54 PLF @ 1.4 to 54 @ 3.2 [y=12.2] [100%] 18 7.27 12.21 0.00 L/999 0.00 L/999 0.00 0.00 -876 2 -51 PLF @ 9.9 to -51 @ 12.9 [y=18.0] [100,6] 19 8.75 12.21 0.01 L1999 0.01 L/999 0.01 0.01 279 2 10 PLF @ 6.9 to 10 @ 12.9 [y=21.1][ 0%] 20 8.76 17.99 0.00 L/999 0.01 L/999 0.07 0.07 -389 3 4 PLF @ 0.7 to 4 @ 1.4 L [y=12.5][100%] 21 8.89 17.99 0.00 L/999 0.01 L/999 0.07 0.07 -393 3 11 PLF @ 12.9 to 11 @ 18.4 [y=21.1] [ 011 22 8.89 12.21 0.00 L/999 0.00 L/999 0.01 0.01 -612 3 11 PLF @ 18.4 to 11 @ 19.1 [y=21.13[ 0%] 23 9.27 12.21 0.00 L/999 0.00 L/999 0.01 0.01 -609 3 11 PLF @ 17.3 to 11 @ 18.4 [y=12.2] [100%] 24 9.89 17.99 0.01 L/999 0.01 L/999 0.07 0.07 596 1 31 PLF @ 6.9 to 31 @ 6.9 L [y=18.1] [100%] 25 9.89 12.21 0.00 L/999 0.01 L/999 0.01 0.01 -366 1 38 PLF @ 12.9 to 38 @ 12.9 L [y=18.1] [100%] 26 10.89 17.99 0.01 L/999 0.01 L/999 0.07 0.07 412 2 10 PLF @ 1.4 to 10 @ 3.2 [y= 7.1] [ 0%] 27 10.89 12.21 0.00 L/999 0.00 L/999 0.01 0.01 -561 2 -43 PLF @ 12.9 to -43 @ 18.4 R [y=12.5][100%1 28 11.02 17.99 0.01 L/999 0.01 L/999 0.07 0.07 408 2 10 PLF @ 3.2 to 10 @ 17.3 [y= 7.1] [ 0%] 29 11.03 12-21 0.00 L/999 0.00 L/999 0.01 0.01 -823 2 10 PLF @ 17.3 to 10 @ 18.4 [y= 7.1] [ 01.] 30 11.27 12.21 0.00 L/999 0.00 L/999 0.01 0.01 -821 2 -76 PLF @ 6.9 to -76 @ 9.9 [y=18.0] [100%] 31 12.83 17.99 0.00 L/999 0.01 L/999 0.02 0.02 443 1 =-=-_-=-_-=-_-=-_-_-_ 32 12.83 14.30 ---- ----- --- ----- ---- ---- 52 2 [MWFRS ASCE Perp/L-+][OC 24.001[AST I.331 [NM 11 33 12.83 12.21 0.00 L1999 0.00 Lf999 0.01 0.01 -623 3 -32 PLF @ 18.4 to -32 @ 19.1 R [y=12.3] [10096] 34 12.89 17.99 0.00 L/999 0.00 L/999 0.00 0.00 -0 3 11 PLF @ 0.7 to 11 @ 1.4 [y=21.13[ 011.] 35 13.27 12.21 0.00 L/999 0.00 Lf999 0.01 0.01 -619 3 -50 PLF @ 1.4 to -50 @ 6.9 L [y=14.3] [100%] 36 13.78 13.98 0.00 L/999 0.00 L/999 0.02 0.03 107 3 11 PLF @ 1.4 to 11 @ 6.9 [y=21.1] [ 0%] 37 13.78 12.21 0.00 L/999 0.00 L/999 0.01 0.01 241 3 -31 PLF @ 1.4 to -31 @ 3.2 [y=12.2] [1001] 38 15.27 12.21 0.00 L/999 0.00 L/999 0.01 0.01 223 11 -51 PLF @ 9.9 to -51 @ 12.9 [y=18.0] [100%] 39 15.78 13.32 0.00 L/999 0.00 L/999 0.02 0.03 123 11 10 PLF @ 6.9 to 10 @ 12.9 [y=21.1][ 096] 40 15.78 12.21 0.00 L/999 0.00 L/999 0.01 0.01 229 11 -82 PLF @ 0.7 to -82 @ 1.4 L [y-12.5] [100%] 41 17.27 12.21 0.00 L/999 0.00 L/999 0.01 0.01 332 3 11 PLF @ 12.9 to 11 @ 18.4 [y=21.1][ 0%] 42 17.78 12.65 0.00 L/999 0.01 L/999 0.02 0.02 223 11 11 PLF @ 18.4 to 11 @ 19.1 [y=21.1] [ 0%] 43 17.78 12.21 0.00 L/999 0.00 L/999 0.01 0.01 320 3 11 PLF @ 17.3 to 11 @ 18.4 [y=12.2] [100%] 44 17.91 12.61 0.00 L/999 0.01 L/999 0.02 0.02 211 11 31 PLF @ 6.9 to 31 @ 6.9 L [y-18.1][100%] 45 18.22 12.21 0.01 L/999 0.01 L/999 0.01 0.01 273 11 38 PLF @ 12.9 to 38 @ 12.9 L [y=18.1][100%] 46 18.34 12.47 0.01 L/999 0.01 L/999 0.02 0.02 -184 11 10 PLF @ 1.4 to 10 @ 3.2 [y= 7.1][ 0%] 47 18.34 12.21 0.01 L/999 0.01 L/999 0.01 0.01 270 11 -43 PLF @ 12.9 to -43 @ 18.4 R [y=12.5] [100%] 48 18.37 12.21 0.01 L1999 0.01 L/999 0.01 0.01 -0 3 10 PLF @ 3.2 to 10 @ 17.3 [y= 7.1] [ 01.1 49 19.13 12.20 0.01 L/999 0.01 L/999 0.01 0.01 -0 3 10 PLF @ 17.3 to 10 @ 18.4 [y= 7.11C 0%] -76 PLF @ 6.9 to -76 @ 9-9 [y=18.0] [100%] [MWFRS ASCE Perp/R++][OC 24.001[AST 1.33][NM 1] 4 PLF @ 18.4 to 4 @ 19.1 R [y=12.3][100°6) 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1] [ 0%] -43 PLF @ 1.4 to -43 @ 6.9 L [y=14.3] [100%] 11 PLF @ 1.4 to 11 @ 6.9 [y=21.1][ 0%] 11 PLF @ 1.4 to 11 @ 3.2 [y=12.2] [100%] -76 PLF @ 9.9 to -76 @ 12-9 [y=18.0][10011 10 PLF @ 6.9 to 10 @ 12.9 [y=21.1] [ 0%] -32 PLF @ 0.7 to -32 @ 1.4 L [y=12.5] [100%] 11 PLF @ 12.9 to 11 @ 18.4 [y=21.1][ 011] 11 PLF @ I8.4 to 11 @ 19.1 [y=21.1] [ 0%] 54 PLF @ 17.3 to 54 @ 18.4 [y=12.2] [1001] -38 PLF @ 6.9 to -38 @ 6.9 L [y=18.1] [1001] -31 PLF @ 12.9 to -31 @ 12-9 L [y=18.1] [100%] 10 PLF @ 1.4 to 10 @ 3.2 [y= 7.1] [ O%] 50 PLF @ 12.9 to -50 @ 18.4 R [y=12.5] [100%] 10 PLF @ 3.2 to 10 @ 17.3 Cy= 7.1][ 01;91 10 PLF @ 17.3 to 10 @ 18-4 [y= 7.1] [ 0%] -51 PLF @ 6.9 to -51 @ 9.9 [y=18.0][100%] [MWFRS ASCE Perp/R-+][OC 24.001(AST 1.33] [NM 11 -82 PLF @ 18.4 to -82 @ 19.1 R. [y=12.3][1001] 11 PLF @ 0.7 to 11 @ 1.4 [.y=21.1] [ 0%] -43 PLF @ 1-4 to -43 @ 6.9 L [y=14.31[1001] 11 PLF @ 1_4 to 11 @ 6.9 [y=21.1] [ 0%] 11 PLF @ 1.4 to 11 @ 3.2 [y=12.2] [1001] -76 PLF @ 9.9 to -76 @ 12.9 [y=18.01[100%1 10 PLF @ 6.9 to 10 @ 12.9 [y=21.1] [ 0%] -32 PLF @ 0.7 to -32 @ 1.4 E [y=12.5][100%] 11 PLF @ 12-9 to 11 @ 18.4 [y=21.1] [ 0%] 11 PLF @ 18.4 to 11 @ 19-1 [y=21.11[ 0%] -31 PLF @ 17.3 to -31 @ 18.4 [y=12.2] [100%] -38 PLF @ 6.9 to -38 @ 6.9 L [y=18.1] [100%] -31 PLF @ 12.9 to -31 @ 12-9 L [y=18.1][100%] 10 PLF @ 1.4 to 10 @ 3.2 [y= 7.1] [ 0%] -50 PLF @ 12.9 to -50 @ 18.4 R [y=12.5][100%] 10 PLF @ 3.2 to 10 @ 17.3 [y= 7.1] [ 0%] 10 PLF @ 17.3 to 10 @ 18.4 [y= 7.1] [ 0%] -51 PLF @ 6.9 to -51 @ 9.9 [y=18.0][100%] [MWFRS ASCE Parl++1[OC 24.001[AST I.33] [NM 11 -22 PLF @ 18.4 to -22 @ 19.1 R [y=12.3] [100%] 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1] [ 0%] -76 PLF @ 1.4 to -76 @ 6.9 L [y=14.3][1001] 11 PLF @ 1.4 to 11 @ 6.9 [y=21.1] [ 0%] 54 PLF @ 1.4 to 54 @ 3.2 [y=12.2][1001] -76 PLF @ 9.9 to -76 @ 12.9 [y=18.0] [100%] 10 PLF @ 6.9 to 10 @ 12.9 [y=21.1][ 0%] -22 PLF @ 0.7 to -22 @ 1.4 L [y=12.51[10011 11 PLF @ 12.9 to 11 @ 18.4 [y=21.1] [ 0%) [03008012] [ALPINE][AISI][85321--Bl 19'9"6 Valley][FredsSal/Renovation of Fred's Saloon] Page 3 11 PLF @ 18.4 to 11 @ 19.1 ty=21.1][ 01] 54 PLF @ 17.3 to 54 @ 18.4 ty=12.2][1001] -49 PLF @ 6.9 to -49 @ 6.9 L [y=18.1] [100%] 49 PLF @ 12.9 to 49 @ 12.9 L [y=18.1][1009.] 10 PLF @ 1.4 to 10 @ 3.2 [y= 7.1] [ 0%] -76 PLF @ 12.9 to -76 @ 18.4 R [y=12.5] [100%] 10 PLF @ 3-2 to 10 @ 17.3 [y= 7.1] [ O9.] 10 PLF @ 17.3 to 10 @ 18.4 ty- 7.1][ O%] -76 PLF @ 6.9 to -76 @ 9.9 Cy-18.0] [10011 [MWFRS ASCE Par]-+][OC 24.001[ASI 1.33] [NM 11 -107 PLF @ 18.4 to -107 @ 19.1 R [y=12.3][100%] 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1][ 01] -76 PLF @ 1.4 to -76 @ 6.9 L [y=14.3] [1001] 11 PLF @ 1.4 to 11 @ 6.9 ty=21.1][ O9.] -31 PLF @ 1.4 to -31 @ 3.2 [y=12.2][1001] -76 PLF @ 9.9 to -76 @ 12.9 [y=18.0] [100%] 10 PLF @ 6.9 to 10 @ 12.9 [y=21.1] [ 011 -107 PLF @ 0.7 to -107 @ 1.4 L [y=12.5] [1009.] 11 PLF @ 12.9 to 11 @ 18.4 [y=21.1][ 09.] II PLF @ 18.4 to 11 @ 19.1 Cy=21.1] [ 0%] -31 PLF @ 17.3 to -31 @ 18.4 ty=12.2] [100%] -49 PLF @ 6.9 to -49 @ 6.9 L [y=18.11 [100°.] 49 PLF @ 12.9 to 49 @ 12.9 1 [y=18.1] [1009.] 10 PLF @ 1.4 to 10 @ 3.2 [y= 7.1][ 0%] -76 PLF @ 12.9 to -16 @ 18.4 R [y=12.5] [1001] 10 PLF @ 3.2 to 10 @ 17.3 [y= 7.1] [ 09.] 10 PLF @ 17.3 to 10 @ 18.4 ty= 7.1] [ O1] -76 PLF @ 6.9 to -76 @ 9.9 [y=18.0] [100%] [C&C ASCE Wind Lt-+1][OC 24.00)(ASI 1.33] [NM 1] -100 PLF @ 12-9 to -100 @ 15.9 R [y=13.3][1001.] 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1] [ 0%] -100 PLF @ 1-4 to -100 @ 3.7 L [y=13.3] [1001.] 11 PLF @ 1.4 to It @ 3.7 [y=21.1] L 0%] -100 PLF @ 15.9 to -100 @ 19.1 R [y=12.3] [1001] 11 PL.F @ 3.7 to 11 @ 6.9 [y=21.1][ 0i] -82 PLF @ 6-9 to -82 @ 9.9 [y=18.0] [1001] 10 PLF @ 6.9 to 10 @ 9.9 ty=21.1] [ 0%] -39 PLF @ 1.4 to -39 @ 3.2 Cy=12.2] [1001] 10 PLF @ 9.9 to 10 @ 12.9 [y=21.1] [ 0%] -158 PLF @ 0.7 to -158 @ 1.4 L [y=12.5] [100%] I PLF @ 12.9 to I @ 15.9 [y=21.1] [ 09.] -39 PLF @ 17.3 to -39 @ 18.4 [y=12.2] [1001] 11 PLF @ 15.9 to 11 @ 19.1 [y=21.1][ 0%] 51 PLF @ 6.9 to 51 @ 6.9 L [y=18.1] [1001] 99 P'LF @ 12.9 to 99 @ 12.9 L [y=18.1][100%] -81 PLF @ 9.9 to -81 @ 12.9 [y=18.0][1001] 10 PLF @ 1.4 to 10 @ 3.2 [y- 7.1][ 0%] 10 PLF @ 3.2 to 10 @ 17.3 [y= 7.1] [ 0%] 10 PLF @ 17.3 to 10 @ 18.4 [y= 7.1] [ O9.] -100 PLF @ 3.7 to -100 @ 6.9 L [y=14.3][100%] [C&C ASCE Wind Rt-+l][0C 24.00][ASI 1.33] [NM 1] -100 PLF @ 16.1 to -100 @ 18.4 R [y=12.5] [1001] 11 PLF @ 0.7 to 11 @ 3.9 Cy=21.1] [ 01] -100 PLF @ 3.9 to -100 @ 6.9 L [y=14.3] [100%] 11 PLF @ 3-9 to 11 @ 6.9 [y=21.1] [ 0%] -158 PLF @ 18.4 to -158 @ 19.1 R [y=12.3][100%] 10 PLF @ 6-9 to 10 @ 9.9 [y=21.1] [ 0%] -82 PLF @ 9.9 to -82 @ 12.9 [y=18.0] [100%] 10 PLF @ 9.9 to 10 @ 12.9 [y=21.1][ 091.] -39 PLF @ 1.4 to -39 @ 3.2 [y=12.2] [1001] it PLF @ 12.9 to 11 @ 16.1 Cy=21.11[ 0%] -100 PLF @ 0.7 to -100 @ 3.9 L (y=13.3] [1001] 11 PLF @ 16.1 to II @ 18.4 ty=21.1] [ O%] -39 PLF @ 17.3 to -39 @ 18.4 [y=12.2] [100%] 12 PLF @ 18.4 to 11 @ 19.1 [y=21.1] [ 091] -99 PLF @ 6.9 to -99 @ 6.9 L [y=18.1][100%] -51 PLF @ 12.9 to -51 @ 12.9 L [y=18.1] [100%] -100 PLF @ 12.9 to -100 @ 16.1 R [y=13.3][100%] 10 PLF @ 1.4 to 10 @ 3.2 [y= 7.1] [ 0%] 10 PLF @ 3.2 to 10 @ 17.3 [y= 7.1] [ 0%] 10 PLF @ 17.3 to 10 @ 18.4 [y= 7.11[ 0%] -81 PLF @ 6.9 to -81 @ 9.9 [y=18.0] [1001] (FredsSal-Renovation of Fred's Saloon - C7 4'1"7 Hip Jack Girder) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 28TSC2.75 1.5x2.75-28-55KSI Fasteners=14AMD. Circles show the min. no. of blue 14AMDB1.25 fasteners Bot chord 28TSC2.75 1.5x2.75-28-55KSI and squares show the min. no. of red 14AMOR1.5 fasteners per member of Webs 33W.75x.75 .75x.75-33-45KSI :W4 33W.75xl.5 .75x1.5-33-45KSI: truss. See DWG. TS011 for details. 130 mph wind, 18.83 ft mean hgt, ASCE 7-98, CLOSED bldg, Located SPECIAL LOADS anywhere in roof, CAT II, EXP C, wind TC OL-5.0 psf, wind BC DL=5.0 psf. TC From 60 PLF at -1.82 to 60 PLF at 4.12 BC From 4 PLF at -1.82 to 4 PLF at 0.00 Right end vertical not exposed to wind pressure. BC From 20 PLF at 0.00 to 20 PLF at 4.12 BC * -76 LB Conc. Load at 1.26 In lieu of rigid ceiling use purlins: to brace BC C 49.44" OC * SPECIAL CONNECTION REQUIRED FOR CONCENTRATED LOAD. CONCENTRATED LOADS TO BE ATTACHED TO THE VERTICAL WEBS. SEE DWGS TS001,TS022 AND/OR TS025 FOR CONNECTION DETAILS, SCREW QUANTITIES FOR ALL MEMBERS NOT IDENTIFIED BY CIRCLED NUMBER = 1 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. ** REFER TO ALPINE DETAIL DRAWINGS TS001 & TS025 FOR CONNECTION INFORMATION. 2.83 r-- ++ Anchorage req'd to prevent truss from slipping off bearing. T T i W4 1-4-12 1-5-5 0-5=10 8-360 U=361 W=2.121"(++) L---1-10-10-->j 2-1 4-1-7 �--4-1-7 Over 2 Supports—� R=187 U=180 GALVANIZATION G60 Design Crit: AISI 6.20 OTY:12 FL/5/-/5/E/-/- Scale -.5" Ft. ^ **WARNING*, TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING TC LL 20.0 P S F R E F R7417-85322 / \ AND BRACIN . UNLESS OTHERMISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL TIC D L 10.0 P S F DATE 01/08/03 ALPINE PANELS AND-8 OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. AL1 INE **IMPQRTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING BC DL 10.0 PSF DRW HCUSR7417 03008010 DEPICTED UN THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. �d 03 BC LL 0.0 P S F HC-ENG W H D/W H D TRUSS TEEL ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL 1v1anuel eZ TOT.L D. 4 0.0 P S F S E A N 17852 FORCES AND HOLD TRUSSES PLUMB, SHALT. BE THE RESPONSIBILITY OF OTHERS, ALPINE ENGINEERED PRODUCTS. y,� q INl'. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING yy o,4 1 82 pine Engineered Products,In . AND BRACING OF TRUSSES- AN ENGINEER'S SEAL ON THIS DRANING APPLIES ONLY TO THE DESIGN OF THE TRUSS HamesCfAuth 33844 SPACING SEE ABOVE JREF - 1RZ47417ZOI FLCCrfIFIGBICOfAUd10I7Z8T10DNSG7 DEPICTEp HERE AND SHALL NOT BE RELIED UPON 7N ANY UfHER NAY_ [03008010][ALP INE][AIS I]L85322--C7 4'1"7 Hip Jack Girderj[Fred sSaI/Renovat!on of Fred's Saloon] Page 1 [TCLL 20.0][TCDL 10.0][BCOL 10.0][BCLL 0.01(ASI 1.001 COC 24.01(NM 11[SOFFIT 2.03 [STD.AUTO.LOAD][OC 24.00][ASI 1.00][NM 1] =====Bearings=== [X-Loc]LReactj[Size] __-_= 20 PLF @ 0.1 to 20 @ 4.2 [y=12.91[ 0%] [ 0.06j[ 3 60] [ 252h][0.181 [ 4.06][ 187][0.25] 4 PLF @ -1.8 to 4 @ 0.1 [y=12.9] [ 011] 40 PLF @ -1.8 to 40 @ 4.2 (y=22.5][10096] EndPts MaxT MaxC AXL BUD SHR CRIP CSI COMB GLC Length Grade Brace 20 PLF @ -1.8 to 20 @ 4.2 [y-22.5][ 0%] 0- 2 28 -23 0.01 0.32 0.06 0.00 0.33 AB 1 23.63 28TSC2.75 Plywd -76.00 lbs. @ 1.3, 12.9 Angle=270 2- 5 203 -45 0.01 0.32 0.07 0.00 0.32 AB 1 20.25 28TSC2.75 Plywd 5- 6 166 -139 0.01 0.05 0.02 0.00 0.06 AB 2 5.35 28TSC2.75 Plywd [STD.AUTO.LOAD1][OC 24.001[AST 1.00] [NM 1] 6- 8 16 -44 0.00 0.09 0.03 0.00 0.09 AB 1 24.02 28TSC2.75 Plywd 20 PLF @ 0.1 to 20 @ 4.2 (y=12.9][ 011:3 8-11 1 -1 0.00 0.00 0.00 0.00 0.00 SB 3 0.77 28TSC2.75 Plywd 4 PLF @ -1.8 to 4 @ 0.1 [y=12.9][ 0%] 1- 3 0 -0 0.00 0-00 0.00 0.00 0.00 SB 1 0.37 28TSC2.75 @ 72' 40 PLF @ -1.8 to 40 @ 4.2 [y=22.5][10090] 3- 4 24 -252 0.00 0.06 0.07 0.00 0.08 SB 3 2.28 28TSC2.75 @ 72" 20 PLF @ -1.8 to 20 @ 4.2 [y=22.5] [ 0%] 4- 7 138 -237 0.03 0.43 0.04 0.08 0.45 AB 3 43.32 28TSC2.75 @ 72" 68.00 Lbs. @ 1.3, 12.9 Angle=270 7-10 0 -0 0.00 0.05 0.06 0.00 0.07 SB 3 2.69 28TSC2.75 @ 72" 10-12 0 -0 0.00 0.00 0.00 0.00 0.00 SB 2 0.75 28TSC2.75 @ 72` [STO.AUTO.LOADI11[OC 24.00][ASI 1.00] [NM 1] 20 PLF @ 0.1 to 20 @ 4.2 [y=12.9][ 0111] EndPts MaxT MaxC AXL BUD SHR CRIP CSI COMB GLC Length Grade Brace 20 PLF @ 0.1 to 20 @ 4.2 [y=22.51[ 096] 2- 3 848 -251 0.44 0.00 0.00 0.00 0.24 AB 1 3.09 33W.75x.75 40 PLF @ 0.1 to 40 @ 4.2 [y=22.5][100°6] 4- 5 122 -151 0.08 0.00 0.00 0.00 0.08 AB 3 19.07 33W.75x.75 68.00 Lbs. @ 1.3, 12.9 Angle=270 6- 7 258 -150 0-15 0.00 0.00 0.00 0.07 AB 1 22.55 33W.75x.75 =---=-_-= _-=-_-_-_-_-_-_ 8- 9 169 -74 0.05 0.00 0.00 0.00 0.03 AB 1 11.53 33W.75xl.5 [MWFRS-STD.AUTO.LOAD][OC 24.001(ASI 1.33] [NM 1] 9-10 122 -98 0.05 0.00 0.00 0.00 O.D3 AB 3 2.94 33W.75x[..5 -32 PLF @ 0.1 to -32 @ 4.2 [y=12.9] [100%] 16 PLF @ 0.1 to 16 @ 4.2 [y=12.9][ 0961 Node X-Loc Y-Loc def1Y(L) deflY(T) dxL dxT MaxShear GLC -6 PLF @ -1.8 to -6 @ 0.1 [y=12.9] [100%] 0 -1.82 18.01 0.03 L/999 0.07 L/683 0.01 0.02 -0 12 3 PLF @ -1.8 to 3 @ 0.1 [y=I2.9] [ 0%] 1 0.06 18.21 0.00 L/546 0.00 L/423 0.00 0.00 -0 6 16 PLF @ 1.8 to 16 @ 4.2 (y=22.5] [ 096] 2 0.09 18.47 0.00 L/999 0.00 L/999 O.OD 0.00 -450 13 -64 PLF @ -1.8 to -64 @ 4.2 [y=22.5] [100%] 3 0.09 18.21 0.00 L/999 0.00 L/999 0.00 0.00 -149 3 60.96 Lbs. @ 1.3, 12.9 Angle=270 4 0.28 18.21 0.00 L/999 0.01 L/999 0.00 0.00 -145 3 5 1.74 18.85 0.01 L/999 0.01 L(999 0.00 0.00 140 13 [MWFRS-STD.AUTO.LOA1][OC 24.00](ASI 1.33] [NM 1] 6 2.17 18.95 0.01 L/999 0.01 L/999 0.00 0.00 136 14 -32 PLF @ 0.1 to -32 @ 4.2 [y=12.9][100961 7 3.89 18.21 0.00 L/999 0.01 L/999 0.00 0.00 116 3 16 PLF @ 0.1 to 16 @ 4.2 [y=12.91 [ 0%] 8 4.12 19.41 0.00 L/999 0.00 L/999 0.00 0.00 -156 13 -6 PLF @ -1.8 to -6 @ 0.1 [y=12.9][100%] 9 4.12 18.45 ---- ----- ---- ----- --- ---- 0 0 3 PLF @ -1.8 to 3 @ 0.1 [y=12.9] [ 0%] 10 4.12 18.21 0.00 L/999 0.00 L/999 0.00 0.00 120 3 16 PLF @ -1.8 to 16 @ 4.2 [y=22.5][ 0%] 11 4.18 19.43 0.00 L/999 0-00 L/999 0.00 0.00 -0 13 -64 PLF @ -1.8 to -64 @ 4.2 [y=22.5][100'.x] 12 4.18 18.21 0.00 L/690 0.00 L/533 0.00 0.00 -0 3 -54.54 Lbs. @ 1.3, 12.9 Angle-270 [MWFRS-STO.AUTO.L011](OC 24.00](ASI I.33] [NM 1 16 PLF @ 0.1 to 16 @ 4.2 [y=12.9] [ 0%] -32 PLF @ 0.1 to -32 @ 4.2 [y=12.9] [100%] 16 PLF @ 0.1 to 16 @ 4.2 [y=22_5] [ 0%] -64 PLF @ 0.1 to -64 @ 4.2 [y=22.5][10091] -54.54 Lbs.. @ 1.3, 12.9 Angie=270 [MWFRS ASCE Perp/L++][OC 24.00][ASI 1.33] [NM 1] -1 PLF @ 0.1 to -1 @ 4.2 L [y=19.5] [100%] 10 PLF @ -1.8 to 10 @ 0.1 [y=22.51[ 0%] 10 PLF @ 0.1 to 10 @ 4.2 [y=22.5] [ 0%] 56 PLF @ -I-8 to 56 @ 0.1 L [y=18.5][100%] 10 PLF @ 0.1 to 10 @ 4.2 [y=12.9] [ 0%] [MWFRS ASCE Perp/L +][OC 24.00)[ASI 1.331CNM 11 -1 PLF @ 0.1 to -1 @ 4.2 L [y=19.5] [100%] 10 PLF @ -1-8 to 10 @ 0.1 [y=22.5][ 011.] 10 PLF @ 0.1 to 10 @ 4.2 [y=22.5] [ 0%] -33 PLF @ -1.8 to -33 @ 0.1 L [y=18.5][100%] 10 PLF @ 0.1 to 10 @ 4.2 [y=12.9] [ 0%] [MWFRS ASCE Perp/R++][OC 24.00][ASI 1.33][NM 1] -47 PLF @ 0.1 to -47 @ 4.2 L [y=19.5] [100%] 10 PLF @ -1.8 to 10 @ 0.1 [y=22.5][ 0%] 10 PLF @ 0.1 to 10 @ 4.2 [y=22.5] [ 0%] -35 PLF @ -1.8 to -35 @ 0.1 L [y=18.5] [100%] 10 PLF @ 0-1 to 10 @ 4.2 [y=12.91[ 0%] [MWFRS ASCE Perp/R +][OC 74.00)[ASI 1.33][NM 11 -47 PLF @ 0.1 to -47 @ 4.2 L [y=19.5] [100%] 10 PLF @ -1.8 to 10 @ 0.1 [y=22.5] [ 01] 8.1 10 PLF @ 0.1 to 10 @ 4.2 [y=22.51[ 0%] 35 PLF @ -1.8 to -35 @ 0.1 L [y=18.5] [10096] 5 6 I = 10-PLF @- 0_I to -10 @ -4_2-[y=12_9][- 0!] _ \ \�` [MWFRS ASCE Purl++](OC 24.0 1.33][ 1] 4.2 L -84 PLF @ 0.1 to -84 @ 4.2 L [y=19.5]1 [[100%] 10 PLF @ -1.8 to 10 @ 0.1 [y=22.5] [ 0%] 0 10 PLF @ 0.1 to 10 @ 4.2 [y=22.53[ 0%] 28 PLF @ -1.8 to -28 @ 0.1 L [y=18.5] [100%] 10 PLF @ 0.1 to 10 @ 4.2 [y=12.9] [ 0%1 [MWFRS ASCE Par]-+][OC 24.00][ASI 1.33] [NM 11 -84 PLF @ DA to -84 @ 4.2 L [y=19.5] [100%] 10 PLF @ -1.8 to 10 @ 0.1 [y=22.51 [ 0%] 10 PLF @ 0.1 to 10 @ 4.2 [y=22.5] [ 0%] -117 PLF @ .1.8 to -117 @ 0.1 E [y=18.5] [100%] 10 PLF @ 0-1 to 10 @ 4.2 [y=12.9] [ 0%] [C&C ASCE Wind Lt-+1[OC 24.001[ASI 1.33][NM 11 [030080101[ALPINE][AISI][85322--C7 4'1"7 Hip Jack Girder][FredsSal/Renovation of Fred's Saloon] Page 2 -149 PLF @ 1.2 to -149 @ 4.2 L [y=19.5][1001.] 10 PLF @ -1.8 to 10 @ 0.1 [y=22.5][ 0 ] -149 PLF @ 0.1 to -149 @ 1.2 L [y=18.8][10011] 10 PLF @ 0.1 to 10 @ 1.2 [y=22.51[ 01;] 10 PLF @ 1.2 to 10 @ 4.2 [y=22.5] [ 0%] 10 PLF @ 0.1 to 10 @ 4.2 [y=12.9][ 0%] -242 PLF @ -1.8 to -242 @ 0.1 L [y=18.5] [1001.] [CAC ASCE Wind Rt-+][OC 24.00][ASI 1.33] [NM 1] -149 PLF @ -1.8 to -149 @ 1.2 L [y=18.8][100%] 10 PLF @ -1.8 to 10 @ 1.2 [y=22.5] [ 0l] 10 PLF @ 1.2 to 10 @ 4.2 [y=22.51 [ 01] 10 PLF @ 0.1 to 10 @ 4.2 [y=12.9][ Ol] -149 PLF @ 1.2 to -149 @ 4.2 L [y=19.5][1001] (FredsSal-Renovation Of Fred's Saloon C1 10"15 Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 28TSC2.75 1.5x2.75-28-55KSI Fasteners=14AMD. Circles show the min. no. of blue 14AMDB1.25 fasteners Bot chord 28TSC2.75 1.5x2.75-28-55KSI and squares show the min. no. of red 14AMDR1.5 fasteners per member of Webs 33W.75x.75 .75x.75-33-45KSI :W3 33W.75xl.5 .75x1.5-33-45KSI: truss. See DWG. TSO11 for details. 130 mph wind, 18.50 ft mean hgt, ASCE 7-98, CLOSED bldg, Located Roof overhang supports 2.00 psf soffit load, anywhere in roof, CAT II, EXP C. wind TC DL-5.0 psf, wind BC DL-5.0 psf. Trusses to be spaced at 26.4" OC maximum. Right end vertical not exposed to wind pressure. ++ Anchorage req'd to prevent truss from slipping off bearing. SCREW QUANTITIES FOR ALL MEMBERS NOT IDENTIFIED BY CIRCLED NUMBER = 1 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. * SEE ALPINE DETAIL DRAWING TS038 FOR HANGER CONNECTION DETAILS . IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC 0 10.94" OC 4 1---- W3 —� 0-5-10 0-8-10 0-9-5 _ +18-1-3 --�— 5 R-212 U=294 W=1.5"(++) R-38 U-180 �0-10-15 o if o-1s 0-10-15 Over r 2 Supports GALVANIZATION G60 Design Crit: AISI 6.20 QTY:24 FL/5/-/_5/E/-/- Scale -.5" Ft. **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING TC LL 20.0 P S F R E F R7417-85323 \ AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 10.0 P S F DATE 01/08/03 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. n AT P �--1 "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING BC DL 10.0 PSF DRW HCUSR7417 03008008 L 11 E DEPICTED ON THIS DESIGN 15 ONLY FOR LATERAL SUPPDRT OF TRUSS MEMBERS 10 REDUCE BUCKLING LENGTHS. Jd D 3 BC LL 0.0 PSF HC-ENG W H D/W H D ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL A1la 'r ROSS TEFL nuel e T TOT FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS. 182^ .L D. 40.0 P S F S E Q N - 17 8 5 0 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IHSS DESIGN OR HANDLING, SHIPPING, INSIALLINC l4 0.4 1 8G pine EnggLleered P�-.ducts,I11 . AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS Hames City,FI, 33844 SPACING 26.4" JREF 1RZ47417ZO1 FLCertificate o Authorization#567 DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. [03008008][ALPINE] [AISI][85323--C1 10"15 Jack][FredsSai/Renovation of Fred's Saloon] Page I [TCLL 20.0][TCDL 10.01[BCDL 10-0][BCLL 0.01[ASI 1.001[OC 26.41[NM 11LSOFFIT 2.01 [STD.AUTO.LOAD][OC 26.381[ASI 1.00)[NM 11 =====Bearings=== [X-Loc][React][Size] ____= 22 PLF @ 0.0 to 22 @ 0.9 [y=12.9][ 0%] [ 0.00][ 2121[ 162h][0.12] [ 0.79] [ 180][0.25] 4 PLF @ -1.3 to 4 @ 0.0 [y-12.9][ 0%] 66 PLF @ -1.3 to 66 @ 0.9 [y=21.9][ 67%] EndPts MaxT MaxC AXL BND SNR CRIP CSI COMB GLC Length Grade Brace 0- 2 30 -0 0.00 0.18 0-06 0.00 0.18 AB 7 17.26 28TSC2.75 Plywd [MWFRS ASCE Perp/L++] [OC 26.38][ASI 1.33][NM 1] 2- 5 250 -34 0.02 0.18 0.06 0.00 0.19 All 7 7.86 28TSC2.75 Plywd 12 PLF @ -1.3 to 12 @ 0.0 [y=21.9][ 0%] 5- 6 50 -21 0.00 0.02 0.03 0.00 0.03 SB 1 2.48 28TSC2.75 Plywd 12 PLF @ 0.0 to 12 @ 0.9 [y=21.9][ 0%] 6- 9 0 -1 0.00 0.00 0.00 0.00 0.00 SB 1 0.79 28TSC2.75 Plywd -48 PLF @ 0.0 to -48 @ 0.9 L [y=18.8][100%] 1- 3 0 !`.00 0.00 0-00 0.00 0.00 SB 1 0.37 28TSC2.75 Diaph 11 PLF @ 0.0 to 11 @ 0.9 [y=12.93[ 0%] 3- 4 0 -iuL J.31 0.01 0.02 0.00 0.02 AB 7 1-53 28TSC2.75 Diaph -13 PLF @ 0.0 to -13 @ 0.9 [y=18.2] [10096] 4- 8 0 -0 0.00 0.01 0-00 0.00 0.01 AB 7 8.28 28TSC2.75 Diaph -_-=-_-= _-_-_-_-_-_-_-_ 8-10 0 -0 0.00 0.00 0..00 0.00 0.00 SB 1 0.75 28TSC2.75 Diaph [MWFRS ASCE Perp/L-+][OC 26.38][ASI 1.33] [NM 1] -13 PCF @ 0.0 to -13 @ 0.9 [y=18.2][100%] EndPts MaxT MaxC AXL BND SHR CRIP CSI COMB GLC Length Grade Brace 12 PLF @ -1.3 to 12 @ 0.0 [y=21.9] [ 096] 2- 3 768 -203 0.40 0.00 0..00 0.00 0.21 AB 8 3.09 33W.75x.75 12 PLF @ 0.0 to 12 @ 0.9 [y=21.9][ 046] 4- 5 0 -222 0.07 0.00 0.00 0.00 0.07 AB 8 8.14 33W.75x.75 -48 PLF @ 0.0 to -48 @ 0.9 L [y=18.8] [100%] 6- 7 49 -157 0.03 0.00 0.00 0.00 0.03 AB 8 3.42 33W.75x1.5 11 PLF @ 0.0 to it @ 0.9 [y=12.9] [ 01] 7- 8 23 0 0.01 0.00 0-00 0.00 0.00 AB 8 2.94 33W.75xI.5 -97 PLF @ -1.3 to -97 @ 0.0 L [y=18.5][100%] Node X-Loc Y-Loc deflY'(L) defiY(T) dxl dxT MaxShear GLC [MWFRS &SCE Perp/R++][OC 26.38][ASI 1.33][NM 1) 0 -1.33 18.01 0.01 Lj999 0.02 L/999 0.00 0-00 -0 7 -13 PLF @ 0.0 to -13 @ 0.9 [y=18.2] [100"6] 1 0.00 18.21 0.00 L(999 0.00 L/999 0.00 0.00 0 8 12 PLF @ -1.3 to 12 @ 0.0 [y=21.91[ 01] 2 0.03 18.47 0.00 L/999 0.00 L/999 0.00 0.00 372 8 12 PLF @ 0.0 to 12 @ 0.9 [y=21.9][ 096] 3 0.03 18.21 0.00 (/999 0.00 L/999 0.00 0.00 -128 8 -37 PLF @ 0.0 to -37 @ 0.9 L [y=18.8] [1001] 4 0.16 18.2I 0.00 L/999 0.00 L/999 0.00 0.00 -128 8 11 PLF @ 0.0 to 11 @ 0.9 [y=12.9][ 011 5 0.65 18.67 0.00 (/'999 0.00 L/999 0.00 0.00 281 8 -37 PLF @ -1.3 to -37 @ 0.0 L [y=18.5] [1001] 6 0.85 18.74 0-00 L/999 0.00 L/999 0-00 0.00 158 8 7 0.85 18.45 ---- ---- ---- ----- ---- --- 0 0 [MWFRS ASCE Perp/R-+][OC 26.381[ASI 1.33][NM 1] 8 0.85 18.21 0.00 L/999 0.00 L/999 0.00 0.00 23 8 -13 PLF @ 0.0 to -13 @ 0.9 [y=18.2] [1001] 9 0.91 18.76 0.00 (/999 0.00 L/999 0.00 0.00 -0 8 12 PLF @ -1.3 to 12 @ 0.0 [y=21.9][ 0%] 10 0.91 18.21 0.00 L/999 0.00 L/999 0.00 0.00 -0 8 12 PLF @ 0.0 to 12 @ 0.9 [y=21.91[ 011 -37 PLF @ 0.0 to -37 @ 0.9 L [y=18.8][1001] 11 PLF @ 0.0 to 11 @ 0.9 [y=12.9][ 0%] -37 PLF @ -1.3 to -37 @ 0.0 L [y=18.5] [1001] [MWFRS ASCE Parl++][OC 26.38)[ASI 1.33] [NM 1] -13 PLF @ 0.0 to -13 @ 0.9 [y=18.2][100%] 12 PLF @ -1.3 to 12 @ 0.0 [y=21.9][ 0%] 12 PLF @ 0.0 to 12 @ 0.9 [y=21.9] [ 011 -79 PLF @ 0.0 to -79 @ 0.9 L [y=18.8][1001] 11 PLF @ 0.0 to 11 @ 0.9 [y=12.9][ 0%] -30 PLF @ -1.3 to -30 @ 0.0 L [y=18.5][100%] [MWFRS ASCE Part-+][OC 26.38][ASI 1.33] [NM 11 -13 PEF @ 0.0 to -13 @ 0-9 [y=18.21[1009;] 12 PLF @ -1.3 to 12 @ 0.0 [y=Z1.9] [ 0%] 12 PLF @ 0.0 to 12 @ 0.9 [y=21.9][ 0111 -79 PLF @ 0.0 to -79 @ 0.9 L [y=18.8] [100%] 11 PLF @ 0.0 to 11 @ 0.9 [y=12.9][ 0%] -128 PCF @ -1.3 to -128 @ 0.0 L [y=18.5] [100"6] ------------- [C&C ASCE Wind Lt-+1[OC 26.38][AS[ 1.33]LNM 11 -13 PLF @ 0.0 to -13 @ 0.9 [y=18.2] [100%] 12 PLF @ -1.3 to 12 @ 0.0 [Y=21.9][ 0"6] -265 PLF @ -1.3 to -265 @ 0.0 L [y=18.5] [1001] 12 PLF @ 0.0 to 12 @ 0.9 [y=21.9] [ 0%] 11 PLF @ 0.0 to 11 @ 0.9 [y=12.9][ 0%] -151 PLF @ 0.0 to -151 @ 0.9 L [y=18.8] [100%] [C&C ASCE Wind Rt-+][OC 26.38][ASI 1.33] [NM 1] -151 PLF @ -1.3 to -151 @ 0.9 L [y=18.8] [1001] 12 PLF @ -1.3 to 12 @ 0.9 [y=21.91[ 01] ` - 11-PLF-@= 0.0 to _11 @ -0.9-[y=12.9] [- 01] - -13 PLF @ 0.0 to -13 @ 0.9 [y=18.2] [1001] 0 0 (FredSSal-Renovation of Fred's Saloon - C2 6' Stepdown Hip Girder) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 28TSC2.75 1.5x2.75-28-55KSI Fasteners=14AMD. Circles show the min. no. of blue 14AMDB1.25 fasteners Bot chord 28TSC2.75 1.5x2.75-28-55KSI and squares show the min. no, of red 14AMDR1.5 fasteners per member of Webs 33W.75x.75 .75x.75-33-45KSI truss. See DWG. TSO11 for details. (A) 33TSBUC3.5 20ga. Bent-U connector required. Square indicates min. SPECIAL LOADS fastener qty, thru connector overlap. See drawing TS004 for peak --------------- Connector detail . TC From 60 PLF at -1.33 to 60 PLF at 7.33 BC From 4 PLF at -1.33 to 4 PLF at 0.00 130 mph wind, 18.85 ft mean hgt, ASCE 7-98, CLOSED bldg, Located BC From 20 PLF at 0.00 to 20 PLF at 6.00 anywhere in roof, CAT II, EXP C, wind TC DL-5.0 psf, wind BC DL-5.0 psf. BC From 4 PLF at 6.00 to 4 PLF at 7.33 BC * 968 LB Conc. Load at 3.00 In lieu of rigid ceiling use purlins: to brace BC @ 72" OC * Special connection required for concentrated load. SCREW QUANTITIES FOR ALL MEMBERS NOT IDENTIFIED BY CIRCLED NUMBER — 1 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ++ Anchorage req'd to prevent truss from slipping off bearing. 3 .I"L 3 1-5-10 0�=10Al 0_5�-10 18-1-3 3 2 3 R=809 U-650 W=1.5"(++) R-809 U-650 W=1.5"(++) L-�c-1-4-0--:�J Liz-1-4-0 2-0-0 1-0-0 1-0-0 2-D-0 3-0-0 3-0-0 3-0-0 J_ 3-0-0 _I 6-0-0 Over 2 Supports GALVANIZATION G60 Design Crit: AISI 6.20 OTY:6 FL/5/-/5/E/-/- Scale -.5"/Ft. A **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING T C L L 20.0 P S F R E F R7417-85324 AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEO STRUCTURAL T C D L 10.0 P S F DATE 01/08/03 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING BC DL 10.0 PSF DRW HCUSR7417 0300B011 L1 it L DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. J41� '03 B C L L 0.O P S F H C-E N G W H D/W H D TRUSS TEEL ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL Arlar tlelez T O T.L D. 40.0 P S F S E Q N 17854 \ FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS, ALPINE ENGINEERED PRODUCTS, �'{\ INC_ SHALL NUT BE kESPON SIBLEFORNYDEVIATIONFROMTHIS DESIGN OR HANDLING, IHIPPING, INSTALLING lY O inc Engineered Products, ', AND BRACT NG OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY 10 THE DESIGN OF THE TRUSS Hames City,FL 33844 SPACING SEE ABOVE JREF - 1RZ47417ZOI FL Certificate of Authorization#567 DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. [030080111[ALPINE] [AISI][85324--C2 6' Stepdown Hip Girder][FredsSal/Renovation of Fred's Saloon] Page 1 [TCLL 20,0][TCDL 10.0][BCDL 10.0][BCLL 0.01[ASI 1.001[OC 24.01[NM 11[SOFFIT 2.0] [STD.AUTO.LOAD][OC 24.00][ASI 1.00][NM 1] =====Bearings==- [X-Loc)[React][Size] _=__= 20 PLF @ 0.0 to 20 @ 6.0 [y=12.9][ 0%] [ 0.00][ 8091[0.13] [ 5.88][ 809][0.13] 4 PLF @ 6.0 to 4 @ 7.3 [y=12.9] [ 01] 4 PLF @ -1.3 to 4 @ 0.0 [y=12.9][ D%] EndPts MaxT MaxC AXL BND SHR CRIP CSI COMB GLC Length Grade Brace 40 PLF @ -1.3 to 40 @ 7.3 [y=22.6][100%] 0- 2 28 -32 0.01 0.15 0.04 0.00 0.15 AB 1 17.26 28TSC2.75 Plywd 20 PLF @ -1.3 to 20 @ 7.3 [y=22.6][ 01] 2- 5 37 -30 0.01 0.46 0.06 0.00 0.46 AB 1 20.79 28TSC2.75 Plywd 484.00 Lbs. @ 3.0, 12.9 Angle=270 5- 7 1192 -1486 0.23 0.42 0.08 0.00 0.63 AB 1 16.76 28TSC2.75 Plywd 484.00 Lbs. @ 3.0, 12.9 Angle=270 7- 8 1192 -1486 0.23 0.42 0.08 0.00 0.63 AB 1 16.76 28TSC2.75 Plywd =-=-=-=-=-=-_-=-_-_---_-=-_-=-=---=-_-_-_-_-_ _ 8-10 37 -30 0.01 0.46 0.06 0.00 0.46 AB 1 20.79 28TSC2.75 Plywd [MWFRS.UPLIFT.LOAD][OC 24.00][ASI 1.33] [NM 1] 10-13 28 -32 0.01 0.15 0.04 0.00 0.15 AB 1 17.26 28TSC2-75 Plywd 10 PLF @ 0.0 to 10 @ 6.0 [y=12.9][ 01] 1- 3 0 -0 0.00 0.00 0.00 0.00 0.00 SB 1 0.37 28TSC2.75 @ 72" -84 PLF @ -1.3 to -84 @ 7.3 [y=22.6][10096] 3- 4 0 -0 0.00 0.26 0.34 0.00 0.38 SB 1 2.00 28TSC2.75 @ 72" 10 PLF @ -1.3 to 10 @ 7.3 [y=22.6] [ 01) 4- 6 1359 -1090 0.82 0.15 0.02 0.00 0.96 AB 3 33.62 28TSC2.75 @ 72" -596.43 Lbs. @ 3-1, 12.9 Angle=270 6- 9 1359 -1090 0.82 0.15 0.02 0.00 0.96 AB 3 33.62 28TSC2.75 @ 72" 9-11 0 -0 0.00 0.26 0.34 0.00 0.38 S8 1 2.00 281SC2.75 @ 72" [MWFRS-STO.AUTO.LOA,D)[OC 24.00][AS] 1.33] [NM 1] 11-12 0 -0 0.00 0.00 0.00 0.00 0-00 SB 1 0.38 28TSC2.75 @ 72" -32 PLF @ 0.0 to -32 @ 6.0 [y=12.9] [100%) 16 PEE @ 0.0 to 16 @ 6.0 [y=12.9][ 0%] EndPts MaxT MaxC AXE BND SHR CRIP CSI COMB GLC Length Grade Brace 3 PLF @ 6.0 to 3 @ 7.3 [y=12.9][ 0%] 2- 3 154 -68 0.09 0.00 0.00 0.00 0.04 AB 2 3.09 33W.75x.75 -6 PLF @ 6.0 to -6 @ 7-3 [y=12.9] [100%] 4- 5 1242 -1548 0.80 0.00 0.00 0.00 0.80 AB 1 20-18 33W.75x.75 -6 PLF @ -1.3 to -6 @ 0.0 [y=12.9][1001] 6- 7 1087 -872 0.76 0.00 0.00 0.00 0-40 AB 1 14.97 33H.75x.15 3 PLF @ -1.3 to 3 @ 0.0 [y=12.9] [ 096] 8- 9 1242 -1548 0.80 0.00 0.00 0.00 0.80 AB 1 20.18 33W.75x.75 16 PLF @ -1.3 to 16 @ 7.3 [y=22.61[ 01] 10-11 154 -68 0.09 0.00 0.00 0.00 0-04 AB 2 3.09 334!.75x.15 -64 PLF @ -1.3 to -64 @ 7.3 [y=22.6][100%] -1164.85 Lbs. @ 3.0, 12.9 Angle=270 Node X-Loc Y-Loc def IY(L) deflY(T) dxL dxT MaxShear GLC 388.28 Lbs. @ 3.0, 12.9 Angle=270 0 -1.33 18.01 0.01 L1999 0.02 L/999 0.00 0.01 0 1 1 0.00 18.21 0.00 L/300 0.00 L/226 0.00 0.00 0 3 2 0.03 18.47 0.00 L/999 0.00 L/999 0.01 0.01 -96 2 3 0.03 18.21 0.00 L1999 0.00 L/999 0.00 0.00 -741 1 4 0.20 18.21 0.01 L/999 0.01 L/999 0.00 0.00 -738 1 5 1.67 19.01 0.01 L/999 0.01 L/999 0.01 0.01 -161 1 6 3.00 18.21 0.04 L/999 0.09 L/829 0.00 0-01 1028 1 7 3.00 19.4E 0.04 L/999 0.08 L/890 0.00 0.01 86 1 8 4.33 19.01 0.01 L/999 0.01 L/999 0.01 0.03 161 1 9 5.80 18.21 0.01 L/999 0.01 L/999 0-01 0.01 738 1 10 5.97 18.47 0.00 1-/999 0.00 L/999 0.02 0.03 96 2 11 5.97 18.21 0.00 L/999 0.00 L/999 0.01 0.01 741 1 12 6.00 18.21 0.00 L/300 0.00 L/226 0.01 0.01 0 3 13 7.33 18.01 0.01 L/999 0.02 L/999 0.01 0.01 -0 1 7 5 8 / 10 6 9-L `�` 0 13 (FredsSal-Renovation of Fred's Saloon - C5 2'10"8 End Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 28TSC2,75 1.5x2.75-28-55KSI Fasteners-14AMO. Circles show the min. no. of blue 14AMDB1.25 fasteners Bot chord 28TSC2.75 1.5x2.75-28-55KSI and squares show the min. no. of red 14AMDR1.5 fasteners per member of Webs 33W.75x.75 ,75x.75-33-45KSI :W4 33W.75xl.5 .75x1.5-33-45KSI: truss. See DWG. TS011 for details. 130 mph wind, 18.83 ft mean hgt, ASCE 7-98, CLOSED bldg, Located In lieu of rigid ceiling use purlins: to brace BC @ 34.5" OC anywhere in roof, CAT II, EXP C, wind TC OL-5.0 psf, wind BC DL=5.0 psf. SCREW QUANTITIES FOR ALL MEMBERS NOT IDENTIFIED BY CIRCLED NUMBER — 1 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, "* SEE ALPINE DETAIL DRAWING TS022 FOR HANGER CONNECTION DETAILS ++ Anchorage req'd to prevent truss from slipping off bearing. 4 f_`" X-4-7 T W4 2 0-5-10 ` k-1 8-1-3 R=215 U-240 W=1.5" (++) L-1-4-0---J o-10-a {6 2-0z-- ID-E� 0 _1_ _I f 2 10 8 over 2 Supports R=110 U=180 GALVANIZATION G60 Design Grit: AISI 5.10 OTY:6 FL 5 5 E Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING TC L L 20.0 P S F R E F R7417-85325 J \ AND BRACING. UNLESS OTHERMISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL T C D L 1 0,0 P S F DATE 0 1/0 8/0 3 T PANELS AND BDT TDM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. AT PIN **IMPORTANT' 'I FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR BRACING BC DL 10.0 PSF DRW HCUSR7417 03008009 LL L DEPICTED ON THIS DESIGN 15 ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. iJ#12 'D 3 BC LL 0.0 P S F HC-ENG WHD/W H D TRUSS TEFL ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL Tanuel e� \ FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS, ALPINE ENGINEERED PRODUCTS, 1V1*TO 1 nT0T.LD. 40.0 PSF SEAN - 13596 INC. SHALL NOT BE RESPONSIBLE FOR ANY DENIATIGN FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLINGlYO pnlC ain sCityj, 33944 Ill AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TD THE DESIGN OF THE TRUSS HaicateofAuth 33844 SPACING 24.0" JREF - 1RZ47417ZO1 FI.Certi6ca[eOIALLILO17721{OD{t$67 DEPICTED HERE AND SHALT. NOT BE RELIED UPON IN ANY OTHER MAY. [03008009][ALPIHE][AISI][C5 2'10"8 End Jack][FredsSaI/Renovation of Fred's Saloon] Page 1 [TCLL 20.0][TCDL 10.0][BCDL 10.01[BCLL 0.01CASI 1.00][OC 24.0][NM 1][SOFFIT 2.01 [STD.AUTO.LOAD][OC 24.00][ASI 1.00][NM 1] [X-Loc][React][Size] ____= 20 PLF @ 0.0 to 20 @ 2.9 [y=12.9] [ 011 [ 0.00][ 215][ 250h][0.131 [ 2.63][ 100][0.25] 4 PLF @ 1.3 to 4 @ 0.0 [y=12.91 [ 01] 60PLF @ -1.3 to 60 @ 2.9 [y=22.5][ 67%] EndPts MaxT MaxC AXL BND SHR CRIP CSI COMB GLC Length Grade Brace --- = _-=----------- =-_-- _-_-_-_-=-_-_-_-_-=-_ 0- 2 28 -0 0.00 0.17 0.06 0.00 0.17 AB 7 17.26 28TSC2.75 Plywd [MWFRS ASCE Perp/L++][OC 24.00][ASI 1.331[NM 11 2- 5 209 -29 0.01 0.17 0.05 0.00 0.18 AB 7 20.68 28TSC2.75 Plywd 11 PLF @ -1.3 to 11 @ 0.0 [y=22.5][ 01] 5- 6 35 -24 0.00 0.04 0.03 0.00 0.04 S8 6 4.77 28TSC2.75 Plywd 11 PLF @ 0.0 to ii @ 2.9 [y=22.5] [ 0%] 6- 8 9 -26 0.00 0.04 0.02 0.00 0.04 AB 6 9.73 28TSC2.75 Plywd -56 PLF @ 0.0 to -56 @ 2.9 L [y=19.5] [10096] 8-10 0 -1 0.00 0.00 0.00 0.00 0.00 SB 6 0.79 28TSC2.75 Plywd 10 PLF @ 0.0 to 10 @ 2.9 [y=12.9] [ 01] 1- 3 0 -0 0.00 0.00 0.00 0.00 0.00 SB 1 0.37 28TSC2.75 @ 72" 3- 4 0 -250 0.05 0.02 0.02 0.00 0.07 AB 7 2.00 28TSC2.75 @ 72' [MWFRS ASCE Perp/L-+][OC 24.00)[ASI 1.33] [NM 1] 4- 7 24 -107 0.06 0.02 0.00 0.00 0.08 AB 6 29.70 28TSC2.75 @ 72' -56 PLF @ 0.0 to -56 @ 2.9 L [y=19.5][100%] 7- 9 0 0 0-00 0.01 0.02 0.00 0.02 SB 1 1.68 28TSC2.75 @ 72' 11 PLF @ -1.3 to 11 @ 0.0 [y=22.5] [ O/] 9-11 0 -0 0.00 0.00 0.00 0.00 0.00 SB 1 0.75 28TSC2.75 @ 72' 11 PLF @ 0.0 to 11 @ 2.9 [y=22.5] [ 0%] -89 PLF @ -1.3 to -89 @ 0.0 L [y=18.5] [100%] EndPts MaxT MaxC AXL BND SHR CRIP CSI COMB GLC Length Grade Brace 10 PLF @ 0.0 to 70 @ 2.9 [y=12.9] [ O/] 2- 3 630 -178 0.36 0.00 0.00 0.00 0.18 AB 8 3.09 33W.7Sx.75 _-_-_-_-=-=-_-_-=-_-_-_-_-_-_-_ 4- 5 10 -207 0.08 0.00 0.00 0-00 0.08 AB 8 20.08 33W.75x.75 [MWFRS ASCE Perp/R++][OC 24.001(ASI 1.33][NM 11 6- 7 191 -43 0.11 0.00 0.00 0.00 0.05 AB 9 13.46 33W.75x.75 -45 PLF @ 0-0 to -45 @ 2.9 L [y=19.5] [1001] 8- 9 75 -32 0.02 0.00 0.00 0.00 0.01 AB 8 14.22 33W.75xi.5 11 PLF @ -1.3 to 11 @ 0.0 [y=22.5][ 01] 11 PLF @0.0 to 11 @ 2.9 [y=22.5] [ 01] Node X-Loc Y-Loc deny(L) defiY(F) dxL dxT MaxShear GLC -33 PLF @ -1.3 to -33 @ 0.0 L [y=18.5] [1001] 0 -1.33 18-01 0.01 L/999 0.01 L/999 0.00 0.00 0 9 10 PLF @ 0.0 to 10 @ 2.9 [y=12.9] [ 011 1 0.00 18.21 --- ----- ---- ----- ---- ---- 0 8 2 0.03 18.47 0.00 L/999 0.00 L1999 0.00 0.00 -331 8 [MWFRS ASCE Perp/R-+][OC 24.00][ASI 1.33] [NM 11 3 0.03 18.21 0.00 L/999 D.00 L/999 0.00 0.00 -110 8 -45 PLF @ 0.0 to -45 @ 2.9 L [y=19.5] [1001] 4 0.20 18.21 0.00 L/999 0.00 L1999 0.00 0.00 -109 8 11 PLF @ -1.3 to 11 @ 0.0 [y=22.5][ 0%] 5 1.67 19.01 0.00 L/999 0.00 1_/999 0.00 0.00 -53 6 11 PLF @ 0.0 to 11 @ 2.9 [y=22.5] [ 011 6 2.04 19.14 0-00 L/999 0.00 1_/999 0.00 0.00 -107 9 -33 PLF @ -1.3 to -33 @ 0.0 L [y=18.5] [1001] 7 2.67 18.21 0.00 L/999 0.00 L/999 0.00 0.00 73 8 10 PLF @ 0.0 to 10 @ 2.9 [y=12.91[ O/] 8 2.81 19.39 0.00 L/999 0.00 L/999 0.00 0.00 -62 8 9 2.81 18.21 0.00 L/999 0.00 L/999 0.00 0.00 74 8 [MWFRS ASCE Parl++][OC 24.00][ASI 1.33][NM 1] 10 2.88 19.41 0.00 L/??? 0.00 L/??? 0.00 0.00 0 8 -84 PLF @ 0.0 to -84 @ 2.9 L [y=19.5][1001] 11 2.88 18.21 ---- ----- ---- ----- ---- ---- 0 8 11 PLF @ -1.3 to 11 @ 0.0 [y=22.51 [ 0%] 11 PLF @ 0.0 to 11 @ 2.9 [y=22.5] [ 01] -28 PLF @ -1.3 to -28 @ 0.0 L [y=18.5] [100%] 10 PLF @ 0.0 to 10 @ 2.9 [y=12.9][ 0%] [MWFRS ASCE Par]-+][OC 24.00][ASI 1.33] [NM 1] -84 PLF @ 0.0 to -84 @ 2.9 L [y=19.5][1001] 11 PLF @ -1.3 to 11 @ 0.0 [y=22.5] [ 0%] it PLF @ 0.0 to 11 @ 2.9 [y=22.5] [ 096] -117 PLF @ -1.3 to -117 @ 0-0 L [y=18.5] [100%] 10 PLF @ 0.0 to 10 @ 2.9 [y=12.9] [ O/] [C&C ASCE Wind Lt-+][OC 24.00][ASI 1.33] [NM 1] -149 PLF @ 1.7 to -149 @ 2.9 L [y=19.5] [1001] 11 PLF @ -1.3 to 11 @ 0.0 [y=22.5] [ 0%] -149 PLF @ 0.0 to -149, @ 1.7 L [y=19.1] [1001] 11 PLF @ 0.0 to 11 @ 1.7 [y=22.51 [ 0%] 11 PLF @ 1.7 to 11 @ 2.9 [y=22.5] [ 011] 10 PLF @ 0.0 to 10, @ 2.9 [y=12.9] [ 01] -242 PLF @ -1.3 to -242 @ 0.0 L [y=18.5] [100%] [C&C ASCE Wind Rt-+][OC 24.00][ASI 1.33] [NM 1] -149 PLF @-1.3 to -149 @ -0.1 L [y=18.5] [100%] 11 PLF @ -1.3 to 11 @ -0-1 [y=22.5] [ 0%] 11 PLF @ -0.1 to 11 @ 2.9 [y=22.5] [ 0%] 10 PLF @ 0.0 to 10 @ 2.9 [y=12.9][ 0%] -149 PLF @ -0.1 to -149 @ 2.9 L [y=19.5] [1001] &0 6 5 0 (FredsSal-Renovation of Fred's Saloon - B2 18'3"6 Valley) THIS DWG PREPARED FROM COMPUTER INPUI (LOADS & DIMENSIONS) SUBMITIFD BY TRUSS MFR. Top chord 28TSC2.75 1.5x2.75-28-55KSI :T2 33TSC2.75 1.5x2.75-33-55KSI: Fasteners=14AMD. Circles show the min. no. of blue 14AMDB1.25 fasteners Bot chord 33TSC2.75 1.5x2.75-33-55KSI and squares show the min. no. of red 14AMDR1.5 fasteners per member of Webs 33W.75x.75 .75x.75-33-45KSI truss. See DWG. TSO11 for details. :W5, W8, W9, W12 33W.75xl.5 .75x1.5-33-45KSI: (A) 33TSHC3.5K 20ga. Hinge connector required. Square indicates min. fastener qty. thru connector overlap. See drawings TS004 and TS004A for SPECIAL LOADS details. ------------------- ------- ...... TC From 60 PLF at -0.76 to 60 PLF at 4.73 130 mph wind, 15.33 ft mean hgt, ASCE 7-98, CLOSED bldg, Located TC From 20 PLF at 4.73 to 20 PLF at 10.73 anywhere in roof, CAT II, EXP C, wind TC DL-5.0 psf, wind BC DL-5.0 psf. TC From 60 PLF at 10.73 to 60 PLF at 16.22 BC From 20 PLF at 0.00 to 20 PLF at 15.46 TC 360 LB Conc. Load at 4.73, 10.73 In lieu of structural panels or rigid ceiling use purlins: TC 212 LB Conc. Load at 5.73, 9.73 to brace all flat TC @ 24" OC, all BC @ 24" OC. TC 810 LB Conc. Load at 7.73 IT IS THE RESPONSIBILITY OF THE TRUSS FABRICATOR TO REVIEW THIS Special connection required for concentrated load, DRAWING PRIOR TO CUTTING MATERIAL TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS AND BEARING LOCATIONS, CONFORM TO SCREW QUANTITIES FOR ALL MEMBERS NOT IDENTIFI€D BY T2 THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. CIRCLED NUMBER - 1 (*) This portion of vertical web NOTE:TRUSS SUPPORTS VERTICAL LOADS ONLY.TRUSS 12 is exposed to wind. HAS NOT BEEN DESIGNED FOR WIND ON FACE W5 OF TRUSS. 3-8-12 W8 W9 3 8-12 ++ Anchorage req'd to prevent truss from slipping off bearing. r1](A) 1 1 F11(A A 5-9 0 1 r --I 4 r� 0-5-10 1 1 1 0-5-10 _FLy/ IF �12 4� ++ ++ ++ ++ + ++ ++ ++ 0-9-2 0-9-2 �� °-�2-0-12-�-2-0-0 J- 2-0-0-�-2-0-0--j-E-2-O-O-�-2-0-0--� 0 3 B- 7 2-0-0 1 2-2-7 1 11 4 2 0 0 1 11 4 2 2 7 2-0-0 7" 2-0-0 2-2-7 1-11 4 2 0 0 1-11-4 2-2-7 2-0-0 7_ 16-2-10 �ta385 U=530 W=1.5" R-385 U-530 W-1.5" R-385 U-530 W-1.5" R-385 U-530 W-1.5" (� R-385 U-530 W-1.5" 15-5-8 Over 8 Supports R-385 U-530 W-1.5" R-385 U-530 W-1.5" R-38 U-530 W-1.5" GALVANIZATION G60 Design Crit: AISI 6.20 OTY:3 FL/5/-/5/E/-/- Scale =.375" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING TC LL 20.0 P S F R E F R7417-85326 \ AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL T C DL 10.0 P S F DATE 01/08/03 f/ PANELS AND BOTTOM CHORD SHALL HA YE A PROPERLY ATTACHED RIGID CEILING. ALPINE "IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING BC DL 10.0 PSF DRW HCUSR7417 03008015 DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. da(I 03 BC LL 0.0 P S F HC-ENG WHD/W H D `j�'RUSS TEEL ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL M7el ez TOT.LD. 40.0 P$F S E 0 N 17884 \ FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS, ALPINE ENGINEERED PRODUCTS, �,7 p INC. SHALL NOT 8E RESPONSIBLE FOR ANY DIIIAT30N FROM 1111 DESIGN OR HANDLING, SHIPPING, INSTALLING 14 0.4 82 pule Engineered Products,In'. AND BRACING OF TRUSSES. AN ENGINEER`S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS Haines City, 1, 33844 DEPICTED HERE AND SHALL NDT BE RELIED UPON IN ANY OTHER WAY. SPACING 2 4.0" J R E F - 1 R Z 4 7 4 1 7 Z 0 1 FL Certificate of Authorization N 567 [03008015] [ALPINE][AISI][85326--B2 18'3"6 Valley][FredsSal/Renovation of Fred's Saloon] Page 1 [TCLL 20.0][TCDL 10.01[BCDL 10.01(BCLL 0-0](ASI 1.00][OC 24.01[NM 11[SOFFIT 2.0] [STO.AUTO.LOAD][OC 24.00][ASI 1.00)[NM I [X-Loc][React][Size] ____= 20 PLF @ 1.4 to 20 @ 16.9 [y= 7.3] [ D%] [ 2.45][ 242][ 526h][0.13] [ 4.45][ 1821[0.13] [ 6.45][ 675](0.13] 40 PLF @ 0.7 to 40 @ 6.1 [y=21.1] [100%] [ 8.45][ 530][0.13] [10.451[ 663][0.13] [12.451[ 415][0.13] 20 PLF @ 0.7 to 20 @ 17.6 [y=21.1][ 01] [14.45][ 119][0.13] [16.45][ 217][0.13] 40 PLF @ 12.1 to 40 @ 17.6 [y=21.1] [100%] 180.00 lbs. @ 6.1, 21.1 Angle=270 EndPts MaxT MaxC AXL BND SHR CRIP CSI COMB GLC Length Grade Brace 180.00 Lbs. @ 6.1, 21.1 Angle=270 0- 2 15 -11 0.00 0.08 0.05 0.00 0.08 AB 2 10.01 28TSC2.75 Plywd 106.00 Lbs. @ 7.1, 21.1 Angle=270 2- 5 85 -17 0.00 0.15 0.05 0.00 0.15 AB 2 5.39 28TSC2.75 Plywd 106.00 Lbs. @ 7.1, 21.1 Angle=270 5- 6 109 -423 0.00 0.18 0.05 0.00 0-18 AB 2 1.65 28TSC2.75 Plywd 405.00 lbs. @ 9.1, 21.I Angle=270 6- 9 129 -322 0.01 0.18 0.05 0.00 0.19 AB 2 25.30 28TSC2.75 Plywd 4D5.00 Lbs. @ 9.1, 21.1 Angle=270 9-14 180 -233 0.03 0.11 0.05 0.00 0.12 AB 2 27.87 28TSC2.75 Plywd 106.00 Lbs. @ 11.1, 21.1 Angle=270 12-13 0 -0 0.00 0.04 0.10 0.00 0.09 S8 1 0.75 33TSC2.75 @ 24 106.00 Lbs. @ 11.1, 21.1 Angle=270 13-18 152 -79 0.01 0.23 0.07 0.20 0.25 AB 2 21.69 33TSC2.75 @ 24" 180.00 Lbs. @ 12.1, 21.1 Angle=270 18-19 134 -38 0.01 0.27 0.04 0.00 0.28 AB 1 1-56 33TSC2-75 @ 24" 180.00 Lbs. @ 12.1, 21.1 Angle-270 19-22 134 -38 0.01 0.47 0.16 0.73 0.90 CB 1 24.00 33TSC2.75 @ 24" 22-24 134 -38 0.01 0.26 0.04 0.00 0.27 AB 1 1.56 33TSC2.75 @ 24" [C&C ASCE Wind Lt-+][OC 24.001[ASI 1.33][NM 1] 24-27 152 -79 0.01 0.23 0.07 0.20 0.25 AB 3 21.69 33TSC2.75 @ 24" 51 PLF @ 6-1 to 51 @ 6.1 L [y=18.1] [100%] 27-30 0 -0 0.00 0.04 0.10 0.00 0.09 SB 1 0.75 33TSC2.75 @ 24" 99 PLF @ 12-1 to 99 @ 12.1 L [y=18.1][1001] 28-32 400 -230 0.06 0.09 0-05 0.00 0.12 AB 3 27.87 28TSC2.75 Plywd -103 PLF @ 3-7 to -103 @ 6.1 L [y=14.3] [100%] 32-35 320 -322 0.05 0.11 0.04 0.00 0.13 AB 3 25-30 28TSC2.75 Plywd -103 PCF @ 1.4 to -103 @ 3.7 L [,y=13.5] [1 DO%] 35-37 303 -421 0.04 0-12 0.03 0.00 0.15 AB 3 1.65 28TSC2.75 Plywd -103 PLF @ 12.1 to -103 @ 15.1 R [y=13.3] [100%] 37-40 85 -13 0.00 0.12 0.03 0.00 0.13 AB 3 5.39 28TSC2.75 Plywd -164 PLF @ 0.7 to -164 @ 1.4 L [y=12.8] [100%1 40-43 15 -11 0.00 0.08 0.05 0.00 0.08 AB 3 10.01 281SC2.75 Plywd -103 PLF @ 15.1 to -103 @ 17.6 R [y=12.53[1001] 1- 3 0 -0 0.00 0.00 0.00 0.00 0.00 SB 5 0.38 33TSC2.75 @ 24" -39 PLF @ 1.4 to -39 @ 2.5 [y=12.4] [100%] 3- 4 0 -0 0.00 0.04 0.06 0.00 0.06 SB 1 1.36 33TSC2.75 @ 24" -39 PLF @ 16.6 to -39 @ 16.9 [y=12.4] [1009;] 4- 7 375 -92 0.05 0.09 0.06 0.00 0-I1 AB 1 5.31 33TSC2.75 @ 24" 10 PLF @ 1.4 to 10 @ 2.5 [y= 7.3] [ 0%] 7- 8 375 -92 0.00 0.26 0.09 0.36 0.26 AB 2 6-20 33TSC2.75 @ 24" 10 PLF @ 2.5 to 10 @ 16.6 [y= 7.3] [ 0%] 8-10 569 -184 0.07 0.26 0.04 0.36 0.30 AB 2 17.80 33TSC2.75 @ 24" 10 PLF @ 16.6 to 10 @ 16.9 [y= 7.31[ 0961 10-11 569 -184 0.00 0.06 0.04 0.19 0.06 AB 1 6.20 33TSC2.75 @ 24" 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1] [ 0%] 11-15 569 -184 0.07 0.18 0.03 0.12 0.22 AB 2 20.24 33TSC2.75 @ 24" 11 PLF @ 1.4 to 11 @ 3.7 [y=21.1] [ 01] 15-16 601 -245 0.00 0.17 0.20 0.64 0.23 SB 1 3.16 33TSC2.75 @ 24" 11 PLF @ 3.7 to 11 @ 6.1 [y=21.1] [ 0%] 16-17 601 -245 0.00 0.17 0.04 0.64 0.17 AB 1 17-73 33TSC2.75 @ 24" 10 PCF @ 6.1 to 10 @ 9.1 [y=21.1] [ 096] 17-20 487 -78 0.01 0.17 0.01 0.00 0.18 AB 3 1.76 33TSC2.75 @ 24" 10 PLF @ 9.1 to 10 @ 12.1 [y=21.11 [ 0%] 20-21 487 -78 0.01 0.14 0.15 0.54 0.18 S8 1 4.51 33TSC2.75 @ 24" 11 PLF @ 12.1 to 11 @ 15.1 [y=21.1] [ 01.] 21-23 487 -78 0.01 0.15 0-04 0.54 0.15 AB 1 19.49 33TSC2.75 @ 24" 11 PLF @ 15.1 to 11 @ 17.6 (y=21.1] [ 0%] 23-25 487 -78 0.06 0.17 0.12 0.00 0.21 AB 2 1.76 33TSC2.75 @ 24" -360.00 Lbs. @ 6.1, 21.1 Angle-270 25-26 312 -170 0.02 0.18 0.19 0.62 0.23 SB 1 2.74 33TSC2.75 @ 24" -290.00 Lbs- @ 7.1, 21.1 Angie=270 26-29 312 -170 0.02 0.18 0.05 0.62 0-19 AB 1 18.74 33TSC2.75 @ 24" -650.00 Lbs. @ 9.1, 21.1 Angle-270 29-31 374 -202 0.02 0.17 0-14 0.44 0.19 AB 3 5.26 33TSC2.75 @ 24" -290.00 Lbs. @ 11.1, 21.1 Angle-270 31-33 374 -202 0.04 0.13 0.03 0.44 0-16 AB 3 21.18 33TSC2.75 @ 24" -360-00 Lbs. @ 12.1, 21.1 Angle=270 33-34 374 -202 0.05 0.07 0.07 0.23 0.10 AB 1 2-82 33TSC2.75 @ 24" 34-36 374 -202 0.05 0.09 0.02 0.23 0.12 AB 1 21.18 33TSC2.75 @ 24" [C&C ASCE Wtnd Rt-+][OC 24.001[ASI 1.33] [NM 11 36-38 374 -202 0.02 0.11 0.02 0.29 0.13 AB 3 2.82 33TSC2.75 @ 24" -99 PLF @ 6.1 to -99 @ 6.1 L [y=18.1] [100%] 38-39 374 -202 0.02 0.11 0.09 0.29 0.13 AB 3 2-49 33TSC2.75 @ 24" -51 PLF @ 12.1 to -51 @ 12.1 L [y=18.1] [10096] 39-41 0 -0 0.00 0.04 0.06 0.00 0-06 SB 1 1.36 33TSC2.75 @ 24" -103 PLF @ 3.2 to -103 @ 6.1 L [y=14.3] [100%] 41-42 0 -0 0.00 0.00 0.00 0.00 0.00 SB 7 0.38 33TSC2.75 @ 24" -103 PLF @ 12.1 to -103 @ 14.6 R (y=13.5] [100%] -103 PCF @ 0.7 to -103 @ 3.2 L [y=13.3] [100%) EndPts MaxT MaxC AXL OND SHR CRIP CSI COMB GLC Length Grade Brace -103 PLF @ 14.6 to -103 @ 16.9 R [y=12.8] [100%] 2- 3 256 -64 0.15 0.00 0.00 0.00 0.07 AB 1 3-09 33W.75x.75 -164 PLF @ 16.9 to -164 @ 17.6 R [y=12.5] [100%] 4- 5 149 -609 0.20 0-00 0.00 0.00 0-20 AB 1 6.08 33W.75x.75 -39 PLF @ 1.4 to -39 @ 2.5 (y=12.41 [100%] 6- 7 318 -146 0.18 0.00 0.00 0.00 0.09 AB 1 5.32 33W.75x.75 -39 PLF @ 16.6 to -39 @ 16.9 [y=12.4] [100%] 9-10 262 -139 0.15 0.00 0.00 0.00 0.07 AB 3 13.32 33W.75x.15 10 PLF @ 1.4 to 10 @ 2.5 [y= 7.3] ( 01]' 13-14 469 -417 0.14 0.66 0.09 0.00 0.74 AB 3 44-26 33W.75x1.5 10 PLF @ 2.5 to 10 @ 16.6 [y= 7.3] [ 0%] 14-15 830 -602 0.10 0.64 0.03 0.00 0.70 AB 3 22.13 33W.75xl.5 10 PLF@ 16.6 to 10 @ 16.9 [y= 7.3][ 0%] 14-17 239 -164 0.11 0.00 0.00 0.00 0.07 AB 3 30.84 33W.75x.75 11 PLF @ 0.7 to 11 @ 3.1 [y=21.1] [ 0%] 14-18 347 -160 0.25 0.00 0-00 0.00 0.25 AB 1 49-29 33W.75x.75 11 PLF @ 3.1 to 11 @ 6.1 [y=21.1] [ 0%] 19-20 558 -546 0.97 0-00 0.00 0.00 0.97 AB 1 66.39 33W.75xl.5 10 PLF @ 6.1 to 10 @ 9.1 [y=2I.1] [ 0%3 22-23 594 -534 0.95 0.00 0.00 0.00 0.95 AB 1 6639 33W.75x1.5 10 PLF @ 9.1 to 10 @ 12.1 [y=21.1] [ D%] 24-28 400 -213 0.33 0.00 0.00 0.00 0.33 AB 1 49.29 33W.75x.75 11 PLF @ 12.1 to 11 @ 14.6 [y=21.11[ 0%] 25-28 346 -93 0.17 0.00 0.00 0.00 0.10 AB 2 30.84 33W.75x.75 11 PLF @ 14.6 to 11 @ 16.9 [y=21.1] [ 0%] 27-28 474 -421 0.15 0.65 0.09 0.00 0.74 AB 2 44.26 33W.75x1.S 11 PtF @ 16.9 to 11 @ 17.6 [y=21.1] [ 0%] 28-29 625 -447 0.06 0.64 0-03 0.00 0.68 AB 2 22.13 33W.75xl.5 -360.00 Lbs. @ 6.1, 21.1 Angie=270 32-33 272 -141 0.16 0.00 0.00 0.00 0.08 AB 1 13.32 33W.75x.75 -290-00 Lbs. @ 7.1, 21.1 Angle=270 35-36 311 -18 0.18 0.00 0.00 0.00 0.09 AB 1 5.32 33W.75x.75 -650.00 Lbs. @ 9.1, 21.1 Angle=270 37-39 329 -607 0.20 0.00 0.00 0.00 0.20 AB 1 6.08 33W.75x.75 -290.00 Lbs.. @ 11.1, 21.1 Angle=270 40-41 254 -51 0.15 0-00 0.00 0.00 0.07 AB 1 3.09 33W.75x.75 -360.00 Lbs. 0 12.1, 21.1 Angle=270 Node X-Loc Y-Loc deflY(L) deflY(T) dxL dxf MaxShear GLC [MWFRS-5TD.AU'TO.LOAD][OC=24.001[AS1 1.33] [NM 1] 0 0.65 12.45 0.0I L/999 0.01 L/999 0.00 0.00 0 2 -30 PCF @ 1.4 to -30 @ 16.9 [y= 7.3][100%] 1 1.41 12.46 0.01 L/999 0.01 L/952 0.00 0.00 -0 2 15 PLF @ 1.4 to 15 @ 16.9 [y= 7.3] [ 0%] 2 1.44 12.72 0.01 L/999 0.01 L/952 0.01 0.01 168 12 15 PLF @ 0.1 to 15 @ 17.6 [y=21.1] [ 0%] 3 1.44 12.46 0.01 L/'999 0.01 L/953 0.00 0.00 -257 12 -30 PLF @ 0-7 to -30 @ 6.1 (y=21.1] [100%] 4 1.56 12.46 0.01 L/999 0.01 L/959 0.00 0.00 -260 12 -30 PLF @ 0.7 to -30 @ 17.6 [y=21.1] [100%] 5 1.87 12.86 0.00 L/999 0.01 L/979 0.01 0-01 -211 12 -30 PLF @ 12.1 to -30 @ 17.6 [y=21.11 [100%] 6 2.00 12-90 0.00 L/999 0.01 L/952 0.01 0.02 -224 12 135.58 Lbs. @ 6.1, 21.1 Angle=270 7 2.00 12-46 0-00 L1999 0.01 L/995 0.00 0.00 -330 2 -406.74 Lbs @ 6.1, 21.1 Angle=270 8 2.52 12.46 0-00 L/999 0.00 L/999 0.00 0.00 -342 2 -239.52 Lbs. @ 7.1, 21.1 __ WO=270. 12 9 4.00 13.57 0.00 L/999 0.00 L/999 0-02 0.02 139 2 79.84 Lbs. @ 7.1, 21.1 gle= 0 10 4.DO 12.46 0.00 L/999 0.00 L/999 0.00 0.00 -207 3 305.05 Lbs. @ 9.1, 21.1 A gle= 7 11 4.52 12.46 0.00 L[999 0.00 L/999 0.00 0-00 -202 3 -915.16 Lbs. @ 9.1, 21.1 A gle= 70 12 6.14 17.99 0.00 L/999 0.00 L/999 0.00 0.00, 0 2 79.84, Lbs. @ 11.1, 21.1 A Y g I e= 70 13 6.20 17.99 0.00 L/999 0.01 L/999 0.02 0-02 361 1 -239-52 lbs. @ 11.1, 2 28q gle= 70 14 6.20 14.30 --- ----- ---- ----- ---- ---- -88 12 135.58 Lbs. @ 12 X4.1 A gle= 7 15 6.20 12.46 0.00 L1999 0.00 L/999 0.00 0.00 -725 2 -406.74 Lbs. �@4�� 1 i4_1 .�$6: 4 16 6.52 12.46 0.00 L/999 0.00 L/999 0.00 0.00 -722 2 = _ _ _ _ - _ 17 7.99 12.46 0.00 L/999 0.00 L/999 0.00 0.00 157 2 [MWFRS ASCE Perp(L++1t0C 24.001[AS I 1.331 NM 1] 18 8.01 17.99 0-00 L/999 0.01 L/999 0.05 0.05 -274 3 -32 PCF @ 16.9 to -32 @ 17.6 R [y=12.5] [100%] [03008015] [ALPINE][AISi][85326--82 18'3'6 Valley)[FredsSal/Renovation of Fred's Saloon] Page 2 19 8.14 17.99 0.00 L/999 0.01 L/999 0.05 0.05 -429 1 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1][ 01] 20 8.14 12.46 0.00 L/999 0.00 L/999 0.00 0.00 -585 3 -53 PLF @ 1.4 to -53 @ 6.1 L [y=14.3] [100%] 21 8.52 12.46 0.00 L/999 0.00 L/999 0.00 0.00 -581 3 11 PLF @ 1-4 to 11 @ 6.1 [y=21.1] [ 0%] 22 10.14 17.99 0.01 L/999 0.01 L/999 0.05 0.05 421 1 54 PLF @ 1.4 to 54 @ 2.5 [y=12.4] [100%] 23 10.14 12.46 0.00 L/999 0.00 L/999 0.01 0.01 -486 2 -49 PLF @ 9.1 to -49 @ 12.1 [y=18.0][100°] 24 10.27 17.99 0.00 L/999 0.01 L/999 0.05 0.05 317 2 10 PLF @ 6.1 to 10 @ 12.1 [y=21.1] [ 0%] 25 10.29 12.46 0.00 L/999 0.00 L/999 0.01 0.01 -733 2 1 PLF @ 0.7 to 1 @ 1.4 L [y=12.8][10011] 26 10.52 12.46 0.00 L/999 0.00 L/999 0.01 0.01 -731 2 11 PLF @ 12.1 to 11 @ 16.9 [y-21.1][ 01.1 27 12.08 17.99 0.00 L/999 0.01 L/999 0.01 0.02 -361 1 11 PLF @ 16.9 to 11 @ 17.6 [y=21.1] [ 0%] 28 12.08 14.30 ---- ----- ---- ----- ---- ---- 86 12 11 PLF @ 16.6 to 11 @ 16.9 [y=12.4][100%] 29 12.08 12.46 0.00 L/999 0.00 L/999 0.01 0.01 -504 3 31 PLF @ 6.1 to 31 @ 6.1 L [y=18.1][100°'0] 30 12.14 17.99 0.00 L/999 0.00 L/999 0.00 0.00 0 1 38 PLF @ 12.1 to 38 @ 12.1 L [y=18.1] [1001] 31 12.52 12.46 0.00 t/999 0.00 L/999 0.01 0.01 .500 3 20 PLF @ 1.4 to 10 @ 2.5 [y= 7.3][ 0%] 32 14.28 13.57 0.00 L/999 0.00 L/999 0.02 0.02 -133 2 -43 PLF @ 12.1 to -43 @ 16.9 R [y=12.8][1001.] 33 14.28 12.46 0.00 L/999 0.00 L/999 0.01 0.01 -273 11 10 PLF @ 2.5 to 10 @ 16.6 [y= 7.3] [ 0%] 34 14.52 12.46 0.00 L/999 0.00 L/999 0.01 0.01 -271 11 10 PLF @ 16.6 to 10 @ 16.9 [y= 7.31[ 01.1 35 16.28 12.90 0.00 L/999 0.00 L/999 0.01 0.02 224 11 -80 PLF @ 6.1 to -80 @ 9.1 [y=18.0] [10011] 36 16.28 12.46 0.00 L/999 0.00 L/999 0.01 0.01 -234 11 37 16.41 12.86 0.00 L/999 0.00 L/999 0.01 0.02 211 11 [MWFRS ASCE Perp/L-+] [OC 24-00][ASI 1.33][NM 1] 38 16.52 12-46 0.00 L/999 0.00 L/999 0.01 0.01 345 3 -32 PLF @ 16.9 to -32 @ 17.6 R [y=12.5][1001] 39 16.72 12.46 0.00 L/999 0.00 L/999 0.01 0.01 342 3 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1] [ 0%] 40 16.84 12.72 0.00 L/999 0.00 L/999 0.01 0.01 -167 11 -53 PLF @ 1.4 to -53 @ 6.1 L [y=14.3] [1001.] 41 16.84 12.46 0.00 L/999 0.00 L/999 0.01 0.01 255 11 11 PLF @ 1.4 to 11 @ 6.1 [y=21.1][ 0%] 42 16.87 12.46 0.00 L/999 0.00 L/999 0.01 0.01 -0 3 -31 PLF @ 1.4 to -31 @ 2.5 [y=12.4] [10011] 43 17.63 12.45 0.00 L/999 0-01 L/999 0.00 0.00 0 3 -49 PLF @ 9.1 to -49 @ 12.1 [y=18.0][100%] 10 PLF @ 6..1 to 10 @ 12.1 [y=21.1] [ 01] -85 PLF @ 0.7 to -85 @ 1.4 L [y=12.8] [100%] I1 PLF @ 12.1 to 11 @ 16.9 [y=21.1][ 0%] 11 PLF @ 16-9 to 11 @ 17.6 [y=21.1] [ 0%] 11 PLF @ 16.6 to 11 @ 16.9 [y=12.4][100°.] 31 PLF @ 6.1 to 31 @ 6.I L [y=18.1] [100%] 38 PLF @ 12.1 to 38 @ 12.1 L [y=18.1][100°.] 10 PLF @ 1.4 to 10 @ 2.5 [y= 7.3] [ 0%] -43 PLF @ 12-1 to -43 @ 16.9 R [y=12.8] [100%] 10 PLF @ 2.5 to 10 @ 16.6 [y= 7.3][ 0%] 10 PLF @ 16.6 to 10 @ 16.9 [y= 7.3] [ 0%] -80 PLF @ 6.1 to -80 @ 9-1 [y=18.0][100%] [MWFRS ASCE Perp/R++] [OC 24.00][ASI 1.33] [NM 1] 1 PLF @ 16-9 to 1 @ 17.6 R Cy=12.5][100%] 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1] [ 011] -43 PLF @ 1.4 to -43 @ 6.1 L [y=14.3][100%] 11 PLF @ 1.4 to 11 @ 6.1 [y=21.1] [ 0%] 11 PLF @ 1.4 to 11 @ 2.5 [y=12.4] [100%] -80 PLF @ 9.1 to -80 @ 12.1 [y=18.0][1001] 10 PLF @ 6.1 to 10 @ 12-1 [y=21.1] [ 01] -32 PLF @ 0.7 to -32 @ 1.4 L [y=12.8][100°.] 11 PLF @ 12A to 11 @ 16.9 [y=21.1] [ 0%] 11 PLF @ 16.9 to 11 @ 17.6 [y=21.1] [ 0%] 54 PLF @ 16.6 to 54 @ 16.9 [y=12.4] [100%] -38 PLF @ 6..1 to -38 @ 6.1 L [y=18.1] [100%] -31 PLF @ 12.1 to -31 @ 12-1 L [y=18.1] [100%] 10 PLF @ 1-4 to 10 @ 2-5 [y= 7.3] [ 0%] -53 PLF @ 12.1 to -53 @ 16.9 R [y=12.8][10011.] 10 PLF @ 2.5 to 10 @ 16.6 [y= 7.3] [ 0%] 10 PLF @ 16-6 to 10 @ 16-9 [y= 7.3] [ 0%] -49 PLF @ 6.1 to -49 @ 9-1 [y=18.0][100%] [MWFRS ASCE Perp/R-+][OC 24.001[ASI 1.33)[NM 1] -85 PLF @ 16.9 to -85 @ 17.6 R [y=12.5] [100%] 11 PLF @ 0-1 to 11 @ 1-4 [y=21.1] [ 0%] -43 PLF @ 1.4 to -43 @ 6.1 L [y=14.3][100%] 1.1 PCF @ 1.4 to 11 @ 6.I [y=21.1] [ 0%] 11 PLF @ 1.4 to 11 @ 2.5 [y=12.4][100%) -80 PLF @ 9.1 to -80 @ 12-1 [y=18.0] [100%] 10 PLF @ 6.I to 10 @ 12.1 [y=21.1][ 0%] 32 PLF @ 0.7 to -32 @ 1.4 L [y=12.8] [1001.] 11 PLF @ 12.1 to 11 @ 16.9 [y=21.1] [ 0%] 11 PLF @ 16.9 to 11 @ 17-6 [y=21.1] [ 0%3 31 PLF @ 16.6 to -31 @ 16.9 [y=12.4] [100%] -38 PLE @ 6.1 to -38 @ 6.1 L [y=18.1][100%] -31 PLF @ 12.1 to -31 @ 12.1 L [y=18.1][100%] 10 PLF @ 1-4 to 10 @ 2.5 [y= 7.3][ 0%] -53 PLF @ 12.1 to -53 @ 16.9 R [y=12.8]L1OO%] 10 PLF @ 2.5 to 10 @ 16-6 [y= 7.3] [ 0%] 10 PLF @ 16.6 to 10 @ 16.9 [y= 7.3] [ 0;1] 49 PLF @ 6.1 to -49 @ 9.1 [y=18.0] [100%] ------------- [MWFRS ASCE Purl++][OC 24.001[ASI 1.33] [NM 11 -26 PLF @ 16.9 to -26 @ 17.6 R [y=12.5] [100%] 11 PLF @ 0.7 to 11 @ 1-4 [y=21.11[ 0%] -80 PLF @ 1.4 to -80 @ 6.1 L [y=14.3] [100%] 11 PLF @ 1-4 to 11 @ 6.1 [y=21.1] [ 011.] 54 PLF @ 1.4 to 54 @ 2.5 [y=12.4] [100%] -80 PLF @ 9.1 to -80 @ 12.1 [y=18.0] [100%] 10 PLF @ 6.1 to 10 @ 12.1 (y=21.13[ 0%3 -26 PLF @ 0.7 to -26 @ I..4 L [y=12.8] [100%] 11 PLF @ 12.1 to 11 @ 16.9 [y=21.1][ 0%] 11 PLF @ 16.9 to 11 @ 17-6 [y=21.11[ 0%] 54 PCF @ 16.6 to 54 @ 16.9 [y=12.4] [100%] -49 PLF @ 6.1 to -49 @ 6.1 L [y=18.1][100%] 49 PLF @ 12.1 to 49 @ 12.1 L [y=18.1][100%] [030080151 [ALPINE]CAISI][85326--B2 18'3"6 Valley][FredsSal/Renovation of Fred's Saloon] Page 3 10 PLF @ 1.4 to 10 @ 2.5 [y= 7.3][ 011 -60 PLF @ 12.1 to -80 @ 16.9 R [y=12.8] [100%] 10 PLF @ 2.5 to 10 @ 16.6 [y= 7.3] [ 0%] 10 PLF @ 16.6 to 10 @ 16.9 [y= 7.3] [ 011 -80 PLF @ 6.1 to -80 @ 9.1 [y=18.0][100%] [MWFRS ASCE Parl +][OC 24.00][ASI 1.33] [NM 1] -112 PLF @ 16.9 to -112 @ 17.6 R [y=12.5] [100%] 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1] [ 0%] -80 PLF @ 1.4 to -80 @ 6.1 L [y=14.3][100%] 11 PLF @ 1.4 to 11 @ 6.1 [y=21.1] [ 011 -31 PLF @ 1.4 to -31 @ 2.5 [y=12.4][100%] -80 PLF @ 9.1 to -80 @ 12.1 [y=18.0] [100;] 10 PLF @ 6.1 to 10 @ 12.1 [y=21.1] [ 0%] -112 PLF @ 0.7 to -112 @ 1.4 L [y=12.8][1001.] 11 PLF @ 12.1 to 11 @ 16.9 [y=21.1] [ 011 11 PLF @ 16.9 to ii @ 17.6 [y=21.1] [ 0%] -31 PLF @ 16.6 to .31 @ 16.9 [y=12.4] [1001] -49 PLF @ 6.1 to -49 @ 6.1 L [y=18.1] [100%] 49 PLF @ 12.1 to 49 @ 12.1 L [y=18.1][100%] 10 PLF @ 1.4 to 10 @ 2.5 [y= 7.3] [ 01.1 -80 PLF @ 12.1 to -80 @ 16.9 R [y=12.8] [10011] 10 PLF @ 2.5 to 10 @ I6.6 [y= 7.3] [ 0%] 10 PLF @ 16.6 to 10 @ 16.9 [y= 7.3] [ 0%] -80 PLF @ 6.1 to -80 @ 9.1 [y=18.0] [100%] [C&C ASCE Wind Lt-+I][OC 24.001[ASI 1.33] [NM i] -103 PLF @ 12.1 to -103 @ 15.1 R [y=13.3][1001] 11 PLF @ 0.7 to ii @ 1.4 [y=21.1] [ 0%] -103 PLF @ 1.4 to -103 @ 3.7 L [y=13.5][100%] 11 PLF @ 1.4 to 11 @ 3.7 [y=21.1] [ 096] -103 PLF @ 15.1 to -103 @ 17.6 R [y=12.5][100%] 11 PLF @ 3.7 to 11 @ 6.1 [y=21.1] [ 0%] -91 PLF @ 6.1 t0 -91 @ 9.1 [y=18.0] [100%] 10 PLF @ 6.1 to 10 @ 9.1 [y=21.1] [ 013 -39 PLF @ 1.4 to -39 @ 2.5 [y=12.4] [100%] 10 PCF @ 9.1 to 10 @ 12.1 [y=21.1] [ 0%] -164 PLF @ 0.7 to -164 @ 1.4 L [y=12.8] [10096] 11 PLF @ 12.1 to 11 @ 15.1 [y=21.1] [ 0%] -39 PLF @ 16.6 to -39 @ 16.9 Cy=12.4] [100%] 11 PLF @ 15.1 to 11 @ 17.6 [y=21.1] [ 011) 51 PLF @ 6.1 to 51 @ 6.1 L [y=18.1][10096) 99 PLF @ 12.1 to 99 @ 12.1 L [y=18.1] [100%] -85 PLF @ 9.1 to -85 @ 12.1 [y=18.0) [100%] 10 PLF @ 1.4 to 10 @ 2.5 [y= 7.31C 096] 10 PLF @ 2.5 to 10 @ 16.6 [y= 7.3] [ 01] 10 PLF @ 16.6 to 10 @ 16.9 [y= 7.3] [ 0%] -103 PLF @ 3.7 to -103 @ 6.1 L [y=14.3] [100%] [C&C ASCE Wind Rt-+11[OC 24.00][AS1 1.33] [NM 11 -103 PLF @ 14.6 to -103 @ 16.9 R [y=12.8] [100%] 11 PLF @ 0.7 to 11 @ 3.1 Cy=21.1] [ 0%] -103 PLF @ 3.2 to -103 @ 6.1 L [y=14.3] [100%] 11 PLF @ 3.1 to 11 @ 6.1 [y=21.1] [ 0%] 164 PLF @ 16.9 to -1164 @ 17.6 R [y=12.5] [100%] 10 PLF @ 6.1 to 10 @ 9.1 [y=21.1] [ 096] -91 PLF @ 9.1 to -91 @ 12.1 [y=18.0][100%] 10 PLF @ 9.1 to 10 @ 12.1 [y=21.1] [ 0%] -39 PLF @ 1.4 to -39 @ 2.5 [y=12.4][1001] 11 PL.F @ 12.1 to 11 @ 14.6 [y=21.1] [ 0%] -103 PLF @ 0.7 to -103 @ 3.2 L [y=13.3] [100%] 11 PLF @ 14.6 to 11 @ 16.9 [y=21.1] [ 0%] -39 PLF @ 16.6 to -39 @ 16.9 [y=12.4] [100%] 11 PLF @ 16.9 to 11 @ 17.6 [y=21.1][ 0%] -99 PLF @ 6.1 to -99 @ 6.1 L [y=18.1] [100%] -51 PLF @ 12.1 to -51 @ 12.1 L [y=18.1] [100%] -103 PLF @ 12.1 to -103 @ 14.6 R [y=13.51[100%] 10 PLF @ 1.4 to 10 @ 2.5 [y= 7.3] [ 0%] 10 PLF @ 2.5 to 10 @ 16.6 [y= 7.3][ 0%1 10 PLF @ 16.6 to 10 @ 16.9 [y= 7.3] [ 0%] -85 PLF @ 6.1 to -85 @ 9.1 [y=18.0] [1001] (FredsSal-Renovation Of Fred's Saloon - B3 16'9"6 Valley) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 28TSC2.75 1.5x2.75-28-55KSI :T2 33TSC2.75 1.5x2.75-33-55KSI: Fasteners=14AMD. Circles show the min. no. of blue 14AMDB1.25 fasteners Bot chord 28TSC2.75 1.5x2.75-28-55KSI and squares show the min. no. of red 14AMDR1.5 fasteners per member of Webs 33W.75x.75 .75x.75-33-45KSI truss. See DWG. TS011 for details. :W5, W8, W9, W12 33W.75x1.5 .75x1.5-33-45KSI: (A) 33TSHC3.5K 20ga. Hinge connector required. Square indicates min. SPECIAL LOADS fastener qty. thru connector overlap. See drawings TS004 and TS004A for ----------------------------- -------------- details. TC From 60 PLF at -0.76 to 60 PLF at 3.98 TC From 20 PLF at 3,98 to 20 PLF at 9.98 130 mph wind, 15,46 ft mean hgt, ASCE 7-98, CLOSED bldg, not located TC From 60 PLF at 9,98 to 60 PLF at 14,72 within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-5.O psf, wind BC From 20 PLF at 0.00 to 20 PLF at 13.96 BC DL=5.0 psf. TC 360 LB Conc. Load at 3.98, 9.98 TC 212 LB Conc. Load at 4.98, 8.98 In lieu of structural panels or rigid ceiling use purlins: TC 810 LB Conc. Load at 6.98 to brace all flat TC @ 24" OC, all BC @ 24" OC. Special connection required for concentrated load. IT IS THE RESPONSIBILITY OF THE TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING MATERIAL TO VERIFY THAT ALL DATA, SCREW QUANTITIES FOR ALL MEMBERS NOT IDENTIFIED BY INCLUDING DIMENSIONS AND LOADS AND BEARING LOCATIONS, CONFORM TO CIRCLED NUMBER = 1 THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TZ (*) This portion of vertical web ++ Anchorage req'd to prevent truss is exposed to wind. from slipping off bearing. 3-8-12 W5 W8 W9 W12 3-8-12 NOTE:TRUSS SUPPORTS VERTICAL LOADS ONLY.TRUSS HAS NOT N N BEEN DESIGNED FOR WIND ON FACE OF TRUSS. ��A) 1 r1 (A) 5-6-0 1 1 4r— 1 1 1 � 4 0-5-10 1 1 0-5-10 12-7-3� ++ ++ ++ ++ ++ ++ ++ 0-9-2 0-9-2 0-3-8 1p2-0-12---J,2-0-0 -'- 2-0-0 2-0-0- -2-0-0--�J i< 1-6-8 -� rIE } 2-0-0 �I`1 5 7 I 1 11 4 I 2-0-0 �j� 11 4 II�1 5 7�1� 2 0 6-7_ 2-0-0 1-5-7 1 1 11-4 5-0-0 '{ 1-11-4 'n 1-5-7 T 2 0 0'7- =418 U=530 W=1.5" R=418 U=530 W=1.5" R=418 U=530 W=1.5" R=418 U=530 W=14" R-418 U=530 W�1,5" 13-11-8 Over 7 Supports 418 U=530 W@1.5" GALVANIZATION G60 Desi n Crit: AI5I R=416 U�530 W61Z0 OTY:3 FL/5/-/5/E/-/- Scale _-.375"/Ft. ^ **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING TC LL 20.0 P S F R E F R7417-85327 AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 10.0 P S F DATE 01/08/03 \ PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. AT KN **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING BC DL 10.0 PSF DRW HCUSR7417 03008016 T TLQ 11 LL DEPICTED ON THI$ DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS To REDUCE BUCKLING LENGTHS. j e18 03 BC LL 0.0 PSF HC-ENG WHD/WHD RlJ IJ TEEL ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL j�{ pTFORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS_ ALPINE ENGINEERED PRODUCTS. +•y NO- e,2' TVT.I D- 4D D PSF SEAN - 17B87 INC. SHALL NOT BE RESPONSIBLE FORANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLINGlY Q-4 pine Engineered Products,in . AND BRACING OF TRUSSES_ AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY 10 THE DESIGN OF THE TRUSS Hames City,FL 33844 DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. SPACING 2 4.0" J R E F - 1 R Z 4 7 4 1 7 Z 0 1 FL Certificate of Authorization#567 [03008016] [ALPINE][AISI][85327--83 16'9"6 Valley][FredsSaI/Renovation of Fred's Saloon) Page 1 [TCLL 20.03LTCOL 10.01(BCOL 10.01tBCLL 0.0)[ASI 1.00][OC 24.0][NM 1][SOFFIT 2.6j [STO.AUTO.LOADJ[OC 24.00][ASI 1.00][NM 1] [X-Loc][React][Size] ____= 20 PLF @ 1.4 to 20 @ 15.4 [y= 7.6] [ 011] [ 1.70] [ 174][ -466h][0.131 [ 3.70] [ 192][0.13] [ 5.70][ 596][0.13] 40 PLF @ 0.7 to 40 @ 5.4 [y=21.1] [100%] [ 7.70] [ 588][0.131 [ 9.70]L 557][0.131 [11.70][ 5841[0.13] 20 PLF @ 0.7 to 20 @ 16.1 [y=21.1] [ 01.] [13.70][ 230][0.13] 40 PLF @ 11.4 to 40 @ 16.1 [y=21.13[100!] 180.00 Lbs. @ 5.4, 21.1 Ang]e=270 EndPts MaxT MaxC AXL BND SHR CRIP CSI COMB GLC Length Grade Brace 180.00 Lbs. @ 5.4, 21.1 Angle=270 0- 2 15 -11 0.00 0.06 0.04 0.00 0.06 AS 2 10.01 28TSC2.75 Plywd 106.00 Lbs. @ 6.4, 21.1 Angle=270 2- 6 76 -23 0.00 0.15 0.05 0.00 0.15 AS 2 5.39 28TSC2.75 Plywd 106.00 Lbs. @ 6.4, 21.1 Angle=270 6- 7 338 -468 0.05 0.15 0.02 0.00 0.18 AS 2 1.65 28TSC2.75 Plywd 405.00 Lbs. @ 8.4, 21.1 Angle=270 7-10 369 -378 0.05 0.13 0.05 0.00 0.17 AS 2 25.30 28TSC2.75 Plywd 405.00 Lbs. @ 8.4, 21.1 Angle=270 10-14 409 -291 0.03 0.07 0.04 0.00 0.10 AB 1 18.38 28TSC2.75 Plywd 106.00 Lbs. @ 10.4% 21.1 Angle=270 12-13 0 -0 0.00 0.04 0.10 0.00 0.09 SB 1 0.75 33TSC2.75 @ 24" 106.00 Lbs. @ 10.4, 21.1 Angle=270 13-18 122 -78 0.01 0.22 0.06 0.20 0.23 AB 2 21.69 33TSC2.75 @ 24" 180.00 Lbs. @ 11.4, 21.1 Angie=270 18-19 130 -24 0.00 0.26 0.04 0.00 0.26 AS 1 1.56 33TSC2.75 @ 24" 180.00 lbs. @ 11.4, 2I.1 Angle=270 19-22 130 -24 0.01 0.47 0.16 0.73 0.90 CB 1 24.00 33TSC2.75 @ 24" ­­­= _-_-_-_ 22-24 130 -24 0.00 0.28 0.05 0.00 0.29 AS 1 1.56 33TSC2.75 @ 24" [CRC ASCE Wind Lt-+][OC 24.001[AS1 1.333[NM 1] 24-27 122 -79 0.00 0.25 0.07 0.19 0-25 AS 1 21.69 33TSC2.75 @ 24" 52 PLF @ 5.4 to 52 @ 5.4 L (y=18.1] [100%] 27-30 0 -0 0.00 0.04 0.10 0.00 0.09 S8 1 0.75 33TSC2.75 @ 24" 80 PLF @ 11.4 to 80 @ 11.4 L [y=18.1] [10090] 28-32 137 -144 0.01 0.20 0.05 0.00 0.2'1 A8 3 18.38 28TSC2.75 Plywd -63 PLF @ 3.7 to -63 @ 5.4 L [y=14.3] [10096] 32-35 132 -208 0.02 0.20 0.05 0.00 0.22 AS 3 25.30 28TSC2.75 Plywd -108 PLF @ 1.4 to -108 @ 3.7 L [y=13.8] [100%] 35-37 143 -294 0.03 0.09 0.07 0.00 0.12 AB 3 1.65 28TSC2.75 Plywd -108 PLF @ 11.4 to -108 @ 14.4 R [y=13.3][100%] 37-39 59 -13 0.01 0.06 0.02 0.00 0.07 All 1 5.39 281SC2.75 Plywd -138 PCF @ 0.7 to -138 @ 1.4 L [y=13.0] [100%] 39-42 15 -11 0.00 0.06 0.04 0.00 0.06 A8 3 10.01 28TSC2.75 Plywd -63 PLF @ 14.4 to -63 @ 16.1 R [y=12.8][I GO',' 1- 3 0 -0 0.00 0.00 0.00 0.00 0.00 S8 5 0.38 28TSC2.15 @ 24" -39 PLF @ 1.4 to -39 @ 1.7 [y=12.7] [100%] 3- 4 0 -0 0.00 0.04 0.07 0.00 0.07 SB 1 1.36 28TSC2.75 @ 24" -39 PLF @ 13.8 to -39 @ 15.4 [y=12.7][100%] 4- 5 402 -246 0-03 0.11 0.11 0.41 0.14 AB 2 2.50 28TSC2.75 @ 24" 10 PLF @ 1.4 to 10 @ 1.7 [y= 7.6][ 0%] 5- 8 266 -108 0.03 0.11 0.03 0.41 0-13 AS 2 2.81 28TSC2.75 @ 24" 10 PLF @ 1.7 to 10 @ 13.8 [y= 7.6] [ 0%] 8- 9 266 -108 0.02 0.I2 0.03 0.29 0.14 AB 3 21.19 28TSC2.75 @ 24" 10 PLF @ 13.8 to 10 @ 15.4 [y= 7.6] [ 0%] 9-11 266 -108 0.01 0.06 0.08 0.29 0.09 SB 3 2.81 28TSC2.75 @ 24" 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1] [ 0%] 11-15 266 -108 0.03 0.13 0.02 0.00 0.15 AS 2 17.44 28TSC2.75 @ 24" 11 PLF @ 1.4 to 11 @ 3.7 [y=21.11[ 0%] 15-16 305 -169 0.01 0.20 0.22 0.80 0.26 SB 1 3.75 28TSC2.75 @ 24" 11 PLF @ 3.7 to 11 @ 5.4 [y=21.1] [ 01] 16-17 305 -169 0.01 0.20 0.07 0.80 0.20 AS 1 17.67 28TSC2.75 @ 24" 10 PLF @ 5.4 to 10 @ 8.4 (y=21.1] [ 0%] 17-20 356 -69 0.01 0.22 0.01 0.00 0.22 AS 3 1.83 28TSC2.75 @ 24" 10 PLF @ 8.4 to 10 @ 11.4 [y=21.1][ 0%] 20-21 356 -69 0.00 0.19 0.23 0.79 0.26 SB 1 4.50 28TSC2.75 @ 24" 11 PLF @ 1I.4 to 11 @ 14.4 [y=21.1] [ 096] 21-23 356 -69 0.00 0.18 0.06 0.79 0.18 All 1 19.50 28TSC2.75 @ 24' 11 PLF @ 14.4 to 11 @ 16.1 [y=21.1] [ 0%] 23-25 356 -69 0.00 0.14 0.22 0.00 0.23 58 1 1.83 28TSC2.75 @ 24" -360.00 Lbs. @ 5.4, 21.1 Angle-270 25-26 289 -100 0.02 0.21 0.19 0.75 0-24 S8 1 2.67 28TSC2.75 @ 24" -290.00 Lbs. @ 6.4, 21.1 Angle-270 26-29 289 -100 0.02 0.27 0.08 0.75 0.29 AS 1 18.75 28TSC2.75 @ 24' -650.00 Lbs. @ 6.4, 21.1 Angle-270 29-31 261 -101 0.02 0.26 0.24 0.79 0.30 SB 1 5.25 28TSC2.75 @ 24" -290.00 Lbs. @ 10.4, 21.1 Angle-270 31-33 261 -101 0.02 0.18 0.05 0.79 0.20 AS 1 12.19 28TSC2.75 @ 24" -360.00 Lbs. @ 11.4, 21.1 Angle-Z70 33-34 261 -101 0.04 0.26 0.06 0.37 0.29 AS 1 11.81 28TSC2.75 @ 24" _ 34-36 261 -101 0.04 0.25 0.08 0.37 0.28 AB 1 12.19 28TSC2.75 @ 24" [ChC ASCE Wind Rt-+][OC 24.001[ASI 1.33][NM 1] 36-38 261 -101 0.04 0.11 0.07 0.00 0.13 AS 1 5.31 28TSC2.75 @ 24" -80 PLF @ 5.4 to -80 @ 5.4 L [y=18.1] [100%] 38-40 0 -0 0.00 0.03 0.05 0.00 0.06 SS 1 1.36 28TSC2.75 @ 24" -52 PLF @ I1.4 to -52 @ 11.4 L [y=18.1] [1001] 40-41 0 -0 0.00 0.00 0.00 0.00 0.00 SB 7 0.38 28TSC2.75 @ 24" -108 PLF @ 2.4 to -108 @ 5.4 L (y=14.3][100%] 28-29 840 -602 0.09 0.55 0.03 0.00 0.60 AS 2 19.13 33W.75xl.5 -Web -63 PLF @ 11.4 to -63 @ 13.1 R [y=13.8] [100%] -63 PLF @ 0.7 to -63 @ 2.4 L [y=13.3] [1001] EndPts MaxT MaxC AXL BND SHR CRIP CSI COMB GLC Length Grade Brace -108 PLF @ 13.1 to -108 @ 15.4 R [y=13.0] [10090] 2- 3 229 -81 0.13 0.00 0.00 0.00 0.06 AS 1 3.09 33W.75x.75 -138 PLF @ 15.4 to -138 @ 16.1 R [y=12.8] [1001] 4- 6 400 -653 0.23 0.00 0.00 0.00 0.11 AS 2 6.08 33W.75x.75 -39 PLF @ 1-4 to -39 @ 1.7 [y=12.7]LIDO%] 7- 8 283 -72 0.16 0.00 0.00 0.00 0.08 AS 1 5.32 33W.75x.75 -39 PLF @ 13-8 to -39 @ 15.4 [y=12.7] [100;6] 10-11 252 -111 0.15 0.00 0.00 0.00 0.07 AS 1 13.32 33W.75x.75 10 PLF @ 1.4 to 10 @ 1.7 [y= 7.6] [ 0%] 13-14 478 -424 0.15 0.55 0.08 0.00 0-63 AS 3 44.26 33W.75xl.5 10 P'LF @ 1.7 to 10 @ 13.8 [y= 7.6] [ 096] 14-15 577 -473 0.08 0.55 0.03 0.00 0.60 A8 3 19.13 33W.75x1.5 10 PLF @ 13.8 to 10 @ 15.4 [y= 7.6] [ 0%] 14-17 165 -22 0.08 0-00 0.00 0.00 0.05 All 3 28.72 33W.75x.75 11 PLF @ 0.7 to ii @ 2.4 [y=21.11 [ 0%] 14-18 381 -280 0.43 0.00 0.00 0.00 0.43 A8 1 49.29 33W.75x.75 1I PLF @ 2.4 to 11 @ 5.4 [y=21.1] [ 0%] 19-20 650 -556 0.90 0.00 0.00 0.00 0.90 AS 1 63.39 33W.75xl.5 10 PLF @ 5.4 to 10 @ 8.4 [y=21.11 [ 0%] 22-23 527 -579 0.94 0.00 0.00 0.00 0-94 A8 1 63.39 33W.75xl.5 10 PLF @ 8.4 to 10 @ 11.4 [y=21.1] [ 0%] 24-28 206 -104 0.16 0.00 0.00 0.00 0.16 AS 1 49.29 33W.75x.75 11 PLF @ 11.4 to 11 @ 13.1 [y=21.1][ 096] 25-28 252 -432 0.23 0.00 0.00 0.00 0.23 AS 1 28.72 33W.75x.75 11 PLF @ 13.1 to 11 @ I5.4 (y=21.11[ 0%] 27-28 462 -415 0.14 0.55 0.08 0.00 0.63 A8 2 44.26 33W.75xl.5 11 PLF @ 15.4 to 11 @ 16.1 [y=21.1] [ 0%] 32-33 261 -170 0.15 0.00 0.00 0.00 0.07 All 3 13.32 33W.75x.75 -360.0,0 Lbs. @ 5.4, 21.1 Angle=270 35-36 324 -156 0.19 0.00 0.00 0.00 0.09 All 1 5.32 33W.75x.75 -290.00 Lb5. @ 6.4, 21.1 Angle=270 37-38 165 -424 0.14 0.00 0.00 0.00 0.14 All 1 6.08 33W.75x.75 -650.00 Lbs. @ 8.4, 21.1 Angle-270 39-40 173 -62 0.10 0.00 0.00 0.00 0.05 All 1 3.09 33W.75x.75 -290.00 Lbs. @ 10.4, 21.1 Angle-Z70 -360.00 Lbs. @ 11.4, 21.1 Angle=270 Node X-Loc Y-Loc: def1Y(L) deflY(T) dxL dxT MaxShear GLC 0 0.65 12.70 0.01 L/999 0.01 L1999 0.00 0.00 -0 12 [MWFRS-STD.AUTO.LOAD][OC 24.001[ASI 1.33] [NM 1] 1 1.41 12.71 0.00 L/999 0.00 L/999 0.00 0.00 -0 2 -30 PLF @ 1.4 to -30 @ 15.4 [y= 7.6][100%] 2 1.44 12.97 0.00 L/999 0.00 L/999 0.00 0.00 175 12 15 PLF @ 1.4 to 15 @ 15.4 (y= 7.6] [ 0%] 3 1.44 12.71 0.00 L/999 0.00 L1999 0.00 0.00 -230 12 15 PLF @ 0.7 to 15 @ 16.1 [y=21.1] [ 0%] 4 1.56 12.71 0.00 L/999 0.00 1_/927 0.00 0.00 -321 2 -30 PLF @ 0.7 to -30 @ 5.4 [y=21.1][10096] 5 1.77 12.71 0.00 L/999 0.00 L/999 0.00 0.00 -324 2 -30 PLF @ 0.7 to -30 @ 16.1 [y=21.1] [100%] 6 1.87 13.11 0.00 L/999 0.00 L/999 0.01 0.01 -210 12 -30 PLF @ 11.4 to -30 @ 16.1 [y=21.1] [1001] 7 2.00 13.15 0.00 L/999 0.00 L/999 0.01 0.01 -217 12 136..66 Lbs. @ 5.4, 21.1 Angle=270 8 2.00 12.71 0.00 L/999 0.00 L/999 0.00 0-00 212 12 -409..98 Lbs. @ 5.4, 21.1 Angle=270 9 3.77 12.71 0.00 L/999 0.00 L/999 0.00 0.00 232 3 -241-43 Lbs. @ 6.4, 21. `e- 12 10 4.00 13.82 0.00 L/999 0.00 L/999 0.01 0.01 -135 12 80-48 Lbs. @ 6.4, 21. rgle= 7 11 4.00 12.71 0.00 L/999 0.00 L/999 0.00 0.00 235 3 307.48 Lbs. @ 8.4, 21. A gle= 70 12 5.39 17.99 0.00 LJ999 0.00 L/999 0.00 0.00 -0 3 -922.45 Lbs.. @ 8.4, 21. A gle= 70 13 5.45 17.99 0.00 L/999 0.00 L/999 0.01 0.01 361 1 80.48 Lbs. @ 10.4, 21. A gie= 70 14 5.45 14.30 ---- ----- ---- ----- ---- -- 41 12 246.43 Lbs. @ - 70 ly I 0 15 5.45 12.72 0.00 2/999 0.00 2(999 0.00 0.00 -526 2 136.66 Lbs. @ A gle= 7 �_ 16 5.77 12.71 0-00 L/999 0.00 L/999 0.00 0.00 -522 2 -409..98 Lbs. @W 24 lbr-9-1- 17 7,24 12.71 0.00 L/999 0.00 L/999 0.00 0.00 152 3 = _-_ --_-- _-_-_-_---_ 18 7,26 17.99 0.00 L/999 0.01 L/999 0.03 0.03 -378 3 [MWFRS ASCE Perp/L++][OC 24.001[AS1 I.33][NM 11 19 7.39 17.99 0.01 L/999 0.01 L/999 0.03 0.03 -417 1 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1] [ 0%] [03008016] [ALPINE][AISI][85327--83 16'9'6 Valley](FredsSal/Renovation of Fred's Saloon] Page 2 20 7.39 12.71 0.00 L/999 0.00 L/999 0.00 0.00 -607 3 -81 ALF @ 8.4 to -81 @ 11.4 [y=18.0] [100116] 21 7.77 12.71 0.00 L/999 0.00 L/999 0.00 0.00 -603 3 11 PLF @ 1.4 to 11 @ 5.4 [y=21.11 [ 0961 22 9.39 17.99 0.00 1-/999 0.01 L/999 0.03 0.03 433 1 54 PLF @ 1.4 to 54 @ 1.7 [y=12.7] [1001] 23 9.39 12.71 0.00 L/999 0.00 L/999 0.00 0.00 501 1 -81 PLF @ 5.4 to -81 @ 8.4 [y=18.0][1001;] 24 9.52 17.99 0.00 L/999 0.01 L/999 0.03 0.03 235 2 10 PLF @ 5.4 to 10 @ 11.4 [y=21.1][ 0%] 25 9.54 12.71 0.00 L/999 0.00 L/999 0.00 0.00 -589 2 -43 PLF @ 11.4 to -43 @ 15.4 R [y=13.0][1001] 26 9.77 12.71 0.00 L/999 0.00 L/999 0.00 0.00 -587 2 11 PLF @ 11.4 to 11 @ 15.4 [y=21.1][ 0961 27 11.33 17.99 0.00 L/999 0.01 L/999 0.01 0.01 -361 1 11 PLF @ 15.4 to 11 @ 16-1 [y=21.1] [ 0/] 28 11.33 14.30 ---- ---- ---- ----- ---- ---- 64 11 11 PLF @ 13.8 to 11 @ 15.4 [y=12.7][100%] 29 11.33 12.71 0.00 L/999 0.01 L/999 0.00 0.00 -677 3 31 PLF @ 5.4 to 31 @ 5.4 L [y=18.1][1001] 30 11.39 17.99 0.00 L/999 0.00 L/999 0.00 0.00 -0 3 38 PLF @ 11.4 to 38 @ 11.4 L [y=18.1][100%] 31 11.77 12.71 0.00 1-1999 0.00 L/999 0.00 0.00 -673 3 10 PLF @ 1.4 to 10 @ 1-7 [y= 7.6] [ 0%] 32 12.78 13.82 0.00 L/999 0.01 L/999 0.01 0.01 -125 3 -54 PLF @ 1.4 to -54 @ 5.4 L [y=14.3][10016] 33 12.78 12.71 0.01 L/999 0.01 L/999 0.00 0.01 -161 12 10 PLF @ 1.7 to 10 @ 13.8 [y= 7.6] [ 0961 34 13.77 12.71 0.00 L/999 0.00 L/999 0.00 0.01 212 12 10 PLF @ 13.8 to 10 @ 15.4 [y= 7.6][ 01] 35 14.78 13.15 0.01 L/999 0.02 L/677 0.01 0.01 228 12 32 PLF @ 15.4 to -32 @ 16-1 R [y=12.8][1009:] 36 14.78 12.71 0.01 L/999 0.02 L/688 0.01 0.01 185 12 37 14.91 13.11 0.01 L/999 0.02 L/679 0.01 0.01 214 12 [MWFRS ASCE Perp/L-+][OC 24.00][AST 1.33][NM 1] 38 15.22 12.71 0.01 L/999 0.03 L/682 0.01 0.01 -190 11 -32 PLF @ 15.4 to -32 @ 16.1 R [y=12.8][100116] 39 15.34 12.97 0.01 L/999 0.03 L/677 0.01 0.01 102 3 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1] [ 01] 40 15.34 12.71 0.01 L/999 0.03 L/679 0.01 0.01 174 10 -54 PLF @ 1.4 to -54 @ 5.4 L [y=14.3][100%] 41 15.37 12.71 0.01 L/999 0.03 L/678 0.01 0.01 0 1 11 PLF @ 1.4 to 11 @ 5.4 [y=21.1] [ 0%] 42 16.13 12.70 0.01 L/999 0.02 L/991 0.01 0.01 -0 12 -31 PLF @ 1.4 to -31 @ 1-7 [y=12.7] [1001] -81 PLF @ 8.4 to -81 @ 11.4 [y=18.0] [1001] 10 PLF @ 5.4 to 10 @ 11.4 [y=21.1][ 01] 85 PLF @ 0.7 to -85 @ 1.4 L [y=13.0][10096] 11 PLF @ 11.4 to 11 @ 15.4 [y=21.1][ 01] 11 PLF @ 15.4 to 11 @ 16-I [y=21.13[ 013 11 PLF @ 13.8 to 11 @ 15.4 [y=12.7] [1001] 31 PLF @ 5.4 to 31 @ 5.4 L [y=18.1][100%] 38 PLF @ 11.4 to 38 @ 11.4 L [y=18.1] [100%] 10 PLF @ 1.4 to 10 @ 1.7 [y= 7.6][ 0%] -43 PLF @ I L 4 to -43 @ 15.4 R [y=13.0][1001] 10 PLF @ 1.7 to 10 @ 13.8 [y= 7.6] [ 0%] 10 PLF @ 13.8 to 10 @ 15.4 [y= 7.6][ 0%] -81 PLF @ 5.4 to -81 @ 8-4 [y=18.0] [100°'0] [MWFRS ASCE Perp/R++][OC 24.00][AST 1.33][NM 11 -43 PLF @ 1.4 to -43 @ 5.4 L [y=14.3] [1001] 11 PLF @ 0.7 to 11 @ 1-4 [y=21.13[ O%! 11 PLF @ 1.4 to 11 @ 1.7 [y=12.7][100%] 11 PLF @ 1.4 to 11 @ 5.4 [y=21.1][ 0961 -81 PLF @ 8.4 to -81 @ 11.4 [y=18.0] [1001] -32 PLF @ 0.7 to -32 @ 1-4 L [y=13.0] [100%] 10 PLF @ 5.4 to 10 @ 11.4 [y=21.13[ 013 54 PLF @ 13.8 to 54 @ 15.4 [y=12.7] [1001,] 12 PLF @ 11.4 to 11 @ 15.4 [y=21.1][ 0%] II PLF @ 15.4 to 11 @ 16.1 [y=21.1] [ 01] -38 PLF @ 5.4 to -38 @ 5.4 L [y=18.1][100%] -31 PLF @ 11.4 to -31 @ 11.4 L [y=18.1][1001] 10 PLF @ 1.4 to 10 @ 1.7 [y= 7.6] [ 0%] -54 PLF @ I1.4 to -54 @ 15.4 R [y=13.0][1001] 10 PLF @ 1.7 to 10 @ 13.8 [y= 7.6] [ 0%] 10 PLF @ 13.8 to 10 @ 15.4 [y= 7.6] [ 0%] -81 PLF @ 5.4 to -81 @ 8.4 [y=18.0][1001] [MWFRS ASCE Perp/R-+][OC Z4-001[AST 1.33][NM 13 85 PLF @ 15.4 to -85 @ 16.1 R [y=12.8][1001] 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1][ 0%] -43 PLF @ 1.4 to -43 @ 5.4 L [y=14.3][100%] II PLF @ 1.4 to 11 @ 5-4 [y=21.1] [ 0%] 11 PLF @ I.4 to 11 @ 1.7 [y=12.7][100%] -81 PLF @ 8.4 to -81 @ 11.4 [y=18.0] [1001.] 10 PLF @ 5.4 to 10 @ 11.4 [y=21.1][ 01] -32 PLF @ 0.7 to -32 @ 1.4 L [y=13.0][100%] 11 PLF @ 11.4 to 11 @ 15.4 [y=21.11[ 0%] 11 PLF @ 15.4 to 11 @ 16-1 [y=21.1][ 0961 -31 PLF @ 13.8 to -31 @ 15.4 [y=12.7] [100%] -38 PLF @ 5.4 to -38 @ 5.4 L [y=18.1][100%] -31 PLF @ 11.4 to -31 @ 11-4 L [y=18.1][1001] 10 PLF @ 1.4 to 10 @ 1-7 [y= 7.6] [ 0%] -54 PLF @ 11.4 to -54 @ 15.4 R [y=13.0] [1001] 10 PLF @ 1.7 to 10 @ 13.8 [y= 7.61 [ 096] 10 PLF @ 13.8 to 10 @ 15.4 [y= 7.6][ 0%] -81 PLF @ 5.4 to -81 @ 8.4 [y=18.0] [1001] ------------ [MWFRS ASCE Par]++][OC 24.001[ASI I,331 [NM 1] -27 PLF @ 15.4 to -27 @ 16.1 R [y=12.8][100%] 11 PLF @ 0.7 to 11 @ 1-4 [y=21.1] [ 0%] -81 PLF @ 1.4 to -81 @ 5.4 L [y=14.3][1001] 11 PLF @ 1.4 to I1 @ 5.4 [y=21.1] [ 0%] 54 PLF @ 1.4 to 54 @ 1.7 [y=12.7] [100%] -81 PLF @ 8.4 to -81 @ 11.4 [y=18.0] [1001] 10 PLF @ 5.4 to 10 @ IIA [y=21.1] [ 0%] -27 PLF @ 0.7 to -27 @ 1.4 L [y=13.0] [1001] 11 PLF @ 11-4 to 11 @ 15.4 [y=21.1][ 0%] 11 PLF @ 15.4 to 11 @ 16.1 [y=21.1] [ 01] 54 PLF @ 13.8 to 54 @ I5.4 [y=12.7] [1001] -49 PLF @ 5.4 to -49 @ 5.4 L [y=18.1] [1001] 49 PLF @ 1I.4 to 49 @ II-4 L [y=18.1] [1001] IO PLF @ 1.4 to 10 @ 1.7 [y= 7.6][ 0%] -81 PLF @ 11.4 to -81 @ 15-4 R [y=13.0] [1001] [03008016] [ALPINE][AISI] [85327--B3 16'9'6 Valley][FredsSal/Renovation of Fred's Saloon] Page 3 10 PLF @ 1.7 to 10 @ 13.8 [y= 7.6] [ 0%] 10 PLF @ 13.8 to 10 @ 15.4 [y= 7.6] [ 0%] 81 PLF @ 5.4 to -81 @ 8.4 [y=18.0] [1001] [MWFRS ASCE Parl-+][OC 24.00][AS] 1.33] [NM 1] -112 PLF @ 15.4 to -112 @ 16.1 R [y=12.8] [1001] ii PLF @ 0.7 to 11 @ 1.4 [y=21.1] [ 0%] -81 PLF @ 1.4 to -81 @ 5.4 L [y=14.3] [100%] 11 PLF @ 1.4 to 11 @ 5.4 [y=21.1] [ 01.1 -31 PLF @ 1.4 to -31 @ 1.7 [y=12.7] [100%] -81 PLF @ 8.4 to -81 @ 11.4 [y=18.0] [100%] 10 PLF @ 5.4 to 10 @ 11.4 [y=21.1] [ 0%] -112 PLF @ 0.7 to -112 @ 1.4 L [y=13.0] [100%] 11 PLF @ 11.4 to 11 @ 15.4 [y=21.1] [ 0%] 11 PLF @ 15.4 to 11 @ 16.1 [y=21.1] [ 0%] -31 PLF @ 13.8 to -31 @ 15.4 [y=12.7] [100%] -49 PLF @ 5.4 to -49 @ 5.4 L [y=18.1] [100%] 49 PLF @ 11.4 to 49 @ 11.4 L [y=18.1] [100%] 10 PLF @ 1.4 to 1.0 @ 1.7 [y= 7.6] [ 0%] -81 PLF @ 11.4 to -81 @ 15.4 R [y=13.0] [100%] 10 PLF @ 1.7 to 10 @ 13.8 [y= 7.6] [ 0%] 10 PLF @ 13-8 to 10 @ 15.4 [y= 7.6] [ 096] -81 PLF @ 5.4 to -81 @ 8.4 [y=18.0] [100°'0] [C&C ASCE Wind Lt-+1][OC 24.00][ASI 1.33] [NM 1] -108 PLF @ 11.4 to -108 @ 14.4 R [y=13.3] [1009;] 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1] [ 0%] -108 PLF @ 1.4 to -108 @ 3.7 L [y=13.8] [1001] 11 PLF @ 1.4 to 11 @ 3.7 [y=21.11 [ 01] -63 PLF @ 14.4 to -63 @ 16.1 R [y=12.8] [100%] 11 PLF @ 3.7 to 11 @ 5.4 [y=21.1] [ 011] -89 PLF @ 5.4 to -89 @ 8.4 [y=18.0] [1001.] 10 PLF @ 5.4 to 10 @ 8.4 [y=21.1] [ 0%] -39 PLF @ 1-4 to -39 @ 1.7 [y=12.7] [100%] 10 PLF @ 8.4 to 10 @ 11.4 [y=21.1] [ 0%] -138 PLF @ 0.7 to -138 @ 1.4 L [y=13.0] [100%] 11 PLF @ 11.4 to 11 @ 14.4 [y=21.1] [ 0%] -39 PLF @ 13.8 to -39 @ 15.4 [y=12.7] [1001.1 11 PLF @ 14.4 to 11 @ 16.1 [y=21.1] [ 0%] 52 PLF @ 5.4 to 52 @ 5.4 L [y=18.1] [100%] 80 PLF @ 11.4 to 80 @ 11.4 L [y=18.1] [100%] -69 PLF @ 8.4 to -69 @ 11.4 [y=1.8.0] [100%] 10 PLF @ 1.4 to 10 @ 1.7 [y= 7.6] [ 0%] 10 PLF @ 1.7 to 10 @ 13.8 [y= 7.6] [ 0%] 10 PLF @ 13.8 to 10 @ 15.4 [y= 7.6] [ 0%] -63 PLF @ 3.7 to -63 @ 5-4 L [y=14.3] [100%] [C&C ASCE Wind Rt-+I][OC 24.00](ASI 1.33] [NM 1] -108 PLF @ 13.1 to -108 @ 15.4 R [y=13.0] [100%] 11 PLF @ 0.7 to 11 @ 2.4 [y=21.1] [ 0%] -108 PLF @ 2-4 to -108 @ 5.4 L [y=14.3] [100%] 11 PLF @ 2.4 to 11 @ 5.4 [y=21.11 [ 0%] -138 PLF @ I5.4 to -138 @ 16.1 R [y=12.8] [100%] 10 PLF @ 5.4 to 10 @ 8.4 [y=21.1] [ 0%] -89 PLF @ 8.4 to -89 @ 11.4 [y=18.0] [100%] 10 PLF @ 8.4 to 10 @ 11.4 [y=21.1] [ 0961 -39 PLF @ 1.4 to -39 @ 1-7 [y=12.7] [100%] 11 PLF @ 11.4 to 11 @ 13.1 [y=21.1] [ 0%] -63 PLF @ 0.7 to -63 @ 2.4 L [y=13.3] [100%] 11 PLF @ 13.1 to 11 @ 15.4 [y=21.1] [ 0%] -39 PLF @ 13.8 to -39 @ 15.4 [y=12.7] [100%] 11 PLF @ 15-4 to 11 @ 16.1 [y=21.1] [ 0%] -80 PLF @ 5.4 to -80 @ 5.4 L [y=18.1] [100%] -52 PLF @ 11.4 to -52 @ 11.4 L [y=18.1] [100%] -63 PLF @ 11.4 to -63 @ 13.1 R [y=13.8] [100%] 10 PLF @ 1.4 to 10 @ 1.7 [y= 7.6] [ 0%] 10 PLF @ 1.7 to 10 @ 13.8 [y= 7.6] [ 0%] 10 PCF @ 13.8 to 10 @ 15.4 [y= 7.6] [ 096] -69 PLF @ 5.4 to -69 @ 8.4 [y=18.0] [100%] (FredsSal-Renovation of Fred's Saloon - B4 15'3"6 Valley) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 28TSC2.75 1.5x2.75-28-55KS1 :T2 331SC2.75 1.5x2.75-33-55KSI: Fasteners=14AMD. Circles show the min. no. of blue 14AMDB1.25 fasteners Bot chord 28TSC2.75 1.50.75 28-55KSI and squares show the min. no. of red 14AMDR I.5 fasteners per member of Webs 33W.75x.75 .75x.75-33-45KSI truss. See DWG. 75011 for details. :WS, W8, W9, W10, W13 33W.75x1.5 .75x1.5-33-45KSI: (A) 33TSHC3.5K 20ga. Hinge connector required. Square indicates min. fastener qty. thru connector overlap. See drawings TS004 and TS004A for SPECIAL LOADS details. ---------- ------------------------------- TC From 60 PLF at -0.76 to 60 PLF at 3.23 130 mph wind, 15.58 ft mean hgt, ASCE 7-98, CLOSED bldg, Located TC From 30 PLL at 3.23 to 30 PLF at. 9.23 anywhere in roof, CAT II, EXP C, wind TC DL-5.0 psf, wind BC DL-5.0 TC - From 60 PLF at 9.23 to 60 PEE at 13,22 BC - From 20 PLE at 0.00 to 20 PLF at 12.46 In lieu of structural panels or rigid ceiling use purlins: TC 360 LB Conc. Load at 3.23, 9.23 to brace all flat TC @ 24" OC, all BC @ 24" OC. TC 212 LB Conc. Load at 4.23, 8.23 TC 810 LB Conc. Load at 6.23 SCREW QUANTITIES FOR ALL MEMBERS NOT IDENTIFIED BY CIRCLED NUMBER = 1 Special connection required for concentrated load. (**) This portion of vertical web IT IS THE RESPONSIBILITY OF THE TRUSS FABRICATOR TO REVIEW THIS is exposed to wind. DRAWING PRIOR TO CUTTING MATERIAL TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS AND BEARING LOCATIONS, CONFORM TO THE ARCHITECTURAL PLANSISPEC1FICATIONS AND FABRICATOR'S TRUSS LAYOUT. "T" BRACE TURNED IN + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. "T" BRACE TURNED IN + BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS, Im THE BUILDING DESIGNER I5 RESPONSIBLE FOR THE DESIGN OF THE ROOF T2 AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING v * PROFILE OF ADJACENT SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL W5 r * * W13 `ROOF TRUSS. RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 3-812)+ W8 W9 W10 3-8-12 0(A) 1 1 (A) 5-3-0 (B)ANGLE ST WEB IS TO BE LATERALLY BRACED AT ITS MIDPOINT WITH AN 1 B ANGLE STRUT ATTACHED TO WEB WITH (3) #10 SDS AT ON END AND TO a � ( �B) BLOCKING ATTACHED TO THE ROOF OR CEILING DIAPHRAGM AT THE 1 (B) 1 -� 4 OTHER END. STRUT AND BLOCKING AND THEIR ATTACHMENT TO THE DIAPHRAGM ARE TO BE DESIGNED AND FURNISHED BY OTHERS, 0-5-10 0-5 10 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. / �Is 12 10++ Anchorage req'd to prevent. truss ++ ++ ++ / ++ ++ ++ from slipping off bearing. 0-9-2 C+ ( + T port 0�1\`82'Sf0_> eLrtical Web * 362S162-33 "C CHANNEL "T" BRACE (OPEN END OUT).ATTACH 1-6-8 �2-0-12�-2-0-0 -2-0-0 -2-0-0� is expos w d. "C" CHANNEL TO NARROW FACE OF WEB SO THAT FLANGE OF 0-7-1 p a-7 1-0-0 1 0 0 8 7 7 CHANNEL IS FLUSH WITH OUTSIDE EDGE OF TOP AND BOTTOM CHORDS. (.-- jI., 22-0-0-�' ( 1--1-1 4- -� ��� 1-11-4 �(�E 2-0-0 0-711 I 2-0-0 u-8-711 1-11-4 11-0-0 ' 1-0-OT 1-11-4 �j-8-7r 2-0-0 'C' CHANNEL IS TO BE ATTACHED TO PORTION OF WEB BETWEEN CHORDS. 0-7-1 ATTACH WITH #10 SELF DRILLING SCREWS THROUGH THE 0.75" R=480 U=730 W=1.5" R=480 U=730 =1.5" R=480 U=730 W=1,5" 12- -8 FACE, 1' FROM EACH END OF BRACE AND 6" D.C. OVER 6 SUPPORTS R=480 U= 30 W=1.5" R-480 U-730 W-1,5" R-480 U-7 W- 5'4/5/-/5/E/ GALVANIZATION - G60 Design Crit: AISI 6.20 Q�Y:3 FL 5 5 E Scale -.375"/Ft. **WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING TC LL 20.0 P S F R E F R7417-85328 \ AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL T C DL 10.0 P S F DATE 01/10/03 / \ PANELS AND B0770M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CElL IN G. t ALPINE "IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR BRACING BC DL 10.0 PSF DRW MCUSR7417 03010001 DEPICTED ON 11115 DESIGN IS ONLY FOR LATERAL SUFFIORI OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS, f all '03 B C LL 0.0 P S F HC-ENG W H D J W H D T RUSS TEEL ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL Manuel ez FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS. {7 T O T.L D. 40.0 P S F S E O N - 17 9 2 1 \\ INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING o� pine Engineered Products,IIIc` AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS FlainesCity,F1, 33844 SPACING 24.0" JREF - 1RZ47417ZOI FLCertiScateofAuthorization#567 DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. [03010001] [ALPINE][AIS1][85328--B4 15'3"6 Valley][FredsSal/Renovation of Fred's Saloon] Page I [TCLL 20.0][TCDL 10.0][BCDL 10.0][BCLL 0.0][ASI 1.00][OC 24.0][NM 1][SOFFIT 2.01 [STD.AUTO.LOAD][OC 24.00][ASI 1.00][NM 1] =====Bearings=== [X-Loc][React][Size] ___= 20 PLF @ 1.4 to 20 @ 13.9 [y= 7.8] [ 011 [ 2.95][ 338][ 526h][0.13] [ 4.95][ 547][0.13] [ 6.95][ 712][0.13] 40 PLF @ 0.7 to 40 @ 4.6 [y=21.1] [1001] [ 8.95] [ 586][0.13] [10.95][ 500][0.13] [12.95][ 177][0.13] 20 PLF @ 0.7 to 20 @ 14.6 [y=21.1)[ 0,') 10 PLF @ 4.6 to 10 @ 10.6 [y=21.1] [1001] 40 PLF @ 10.6 to 40 @ 14.6 [y=21.1] [1001] EndPts MaxT MaxC AR BND SHR CRIP CSI COMB GLC Length Grade Brace 180.00 Lbs. @ 4.6, 21.1 Angle=270 0- 2 15 -11 0.00 0.05 0.03 0.00 0.05 AB 1 10.01 28TSC2.75 Plywd 180.00 Lbs. @ 4.6, 21.1 Angle=270 2- 5 87 -22 0.00 0.07 0.02 0.00 0.07 AB 1 5.39 28TSC2.75 Plywd 106.00 Lbs. @ 5.6, 21.1 Angie=270 5- 6 132 -484 0.03 0.10 0.05 0.00 0.12 AB 1 1.65 281SC2.75 Plywd 106-00 Lbs. @ 5.6, 21.1 Angle=270 6- 9 133 -361 0.02 0.14 0-03 0.00 0.15 AB 1 25.30 28TSC2_75 Plywd 405.00 Lbs. @ 7.6, 21.1 Angle=270 9-13 156 -288 0.02 0.05 0.03 0.00 0.07 AB 1 8.89 28TSC2.75 Plywd 405.00 Lbs. @ 7.6, 21.1 Angle-270 11-12 0 -0 0.00 0.04 0.10 0.00 0.09 SB 1 0.75 33TSC2.75 @ 24" 106.00 Lbs. @ 9.6, 21.1 Angle=270 12-17 150 -96 0.00 0.17 0.07 0.19 0.17 AB 1 21.69 33TSC2.75 @ 24" 106.00 lbs. @ 9.6, 21.1 Angle-270 17-18 120 -0 0.00 0.21 0.06 0.00 0.21 AB 1 1.56 33TSC2.75 @ 24" 180.00 Lbs. @ 10.6, 21.1 Angle=270 18-21 120 -0 0.00 0.21 0.09 0.00 0.21 AB 1 12.00 33TSC2.75 @ 24" 180.00 Lbs. @ 10.6, 21.1 Angle=270 21-23 120 -0 0.00 0.21 0.08 0.00 0.21 AB 1 I2.00 33TSC2.75 @ 24" 23-25 120 -0 0.00 0.15 0.05 0.00 0.15 AB 1 1.56 33TSC2.75 @ 24" [MWFRS-STD.AUTO_LOAD][OC 24.00][ASI 1.33] [NM 1] 25-28 149 -95 0.00 0.11 0.06 0.19 0.11 AB 1 21.69 33TSC2.75 @ 24" -30 PLF @ 1.4 to -30 @ 13.9 [y= 7.81[100% 28-31 0 -0 0.00 0.04 0.10 0.00 0.09 SB 1 0.75 33TSC2.75 @ 24" 15 PLF @ 1.4 to 15 @ 13.9 [y= 7.8] [ 0%] 29-33 150 -200 0.00 0.10 0.04 0.00 0.10 AB 1 8.89 28TSC2.75 Plywd 15 PLF @ 0.7 to 15 @ 14.6 [y=21.1] [ 0%] 33-36 107 -245 0.01 0.13 0.03 0.00 0.14 AB 1 25.30 28TSC2.15 Plywd -30 PLF @ 0.7 to -30 @ 4.6 [y=21.1] [1001] 36-38 86 -361 0.01 0.08 0.03 0.00 0.08 AB 1 1.65 28TSC2.75 Plywd -30 PLF @ 0.7 to -30 @ 14.6 [y=21.1][100"0] 38-40 73 -13 0.00 0.06 0.01 0.00 0.06 AB 8 5.39 28TSC2.75 Plywd -8 PLF @ 4.6 to -8 @ 10.6 [y=21.1][10096] 40-43 15 -11 0.00 0.05 0.03 0.00 0.05 AB 1 10.01 28TSC2.75 Plywd -30 PLF @ 10.6 to -30 @ 14.6 [y=21.1] [10096] 1- 3 0 -0 0.00 0.00 0.00 0.00 0.00 SB 5 0.38 28TSC2.75 @ 24" -410.9'0 Lbs. @ 4.6, 21.1 Angle-Z70 3- 4 0 -0 0.00 0.03 D.05 0.00 0.05 SB 1 1.36 28TSC2.75 @ 24" 136.97 Lbs. @ 4.6, 21.1 Angle=270 4- 7 422 -92 0.04 0.08 0.06 0.00 0.10 AB 1 5.31 28TSC2.75 @ 24" 80.66 Lbs. @ 5.6, 21.1 Angle=270 7- 8 422 -92 0.02 0.25 0.08 0.46 0.26 AB 1 12.19 28TSC2.75 @ 24" -241.98 Lbs. @ 5.6, 21.1 Angle-270 8-10 776 -183 0.02 0.25 0.09 0.46 0.26 A8 1 11.81 28TSC2.75 @ 24" 308.18 Lbs. @ 7.6, 21.1 Angle=270 10-14 776 -183 0.02 0.18 0.03 0.00 0.19 AB 1 8.44 28TSC2.75 @ 24" -924.53 Lbs. @ 7.6, 21.1 Angle=270 14-15 822 -266 0.01 0.18 0.24 0.74 0.26 SB 1 3.75 28TSC2.75 @ 24" 80.66 Lbs. @ 9.6, 21.1 Angle=270 15-16 822 -266 0.02 0.14 0.03 0.74 0.16 AB 1 17.58 28TSC2.75 @ 24" -241.98 Lbs. @ 9.6, 21.1 Angle-270 16-19 453 -91 0.02 0.06 0.05 0.00 0.08 AB 6 1.92 28TSC2.75 @ 24" 136.97 Lbs. @ 10.6, 21.1 Angle=270 19-20 453 -91 0.00 0.24 0.17 0.96 0.24 AB 1 4.50 28TSC2.15 @ 24" -410.90 Lbs. @ 10.6, 21.1 Angle-270 20-22 453 -91 0.00 0.24 0.18 0.96 0.25 SB 1 7.50 28TSC2.75 @ 24" 22-24 453 -91 0.00 0.24 0.04 0.00 0.24 AB 1 12.00 28TSC2.75 @ 24" [C&C ASCE Wind Lt-+][OC 24.00](ASI 1.33] [NM 11 24-26 453 -91 0.00 0.09 0-20 0.00 0.20 SB 1 1.92 28TSC2.75 @ 24" 63 PLF @ 4.6 to 63 @ 4.6 L [y=18.1] [10011 26-27 227 -42 0.01 0.25 0.20 0.79 0.27 SB 1 2.58 28TSC2.75 @ 24" 88 PLF @ 10.6 to 88 @ 10.6 L [y=18.1] [1001] 27-30 227 -42 0.01 0.25 0.08 0.79 0.26 AB 1 18.75 281SC2.75 @ 24" -101 PLF @ 3.7 to -101 @ 4.6 L [y=14.3][100%] 30-32 320 -72 0.01 0.19 0.17 0.67 0.22 SB 1 5.25 28TSC2.75 @ 24" -101 PLF @ 1.4 to -101 @ 3.7 L [y=14.0] [100%] 32-34 320 -72 0.01 0.11 0.08 0.67 0.12 AB 1 3.19 28TSC2.75 @ 24" -179 PLF @ 0.7 to -179 @ 1.4 L [y=13.3] [1001] 34-35 320 -72 0.01 0.09 0.02 0.24 0.10 AB 1 20.81 28TSC2.75 @ 24" -101 PLF @ 10.6 to -101 @ 13.6 R [y=13.33 [100%1 35-37 320 -72 0.01 0.09 0.07 0-24 0.10 AB 1 3.19 28TSC2.75 @ 24" -101 PLF @ 13.6 to -101 @ 14.6 R [y=13.0] [1001] 37-39 320 -72 0.02 0.04 0.03 0.00 0.05 AB 6 5.31 28TSC2.75 @ 24" -39 PLF @ 1.4 to -39 @ 3.0 [y=12.9][100%] 39-41 0 -0 0.00 0.03 0.04 0.00 0.05 SB 1 1.36 28TSC2.75 @ 24" -11 PLF @ 3.0 to -11 @ 13.1 [y=12.9] [100%] 41-42 0 -0 0-00 0.00 0.00 0.00 0.00 SB 7 0.38 28TSC2.75 @ 24" -39 PLG @ 13.1 to -39 @ 13.9 [y=12.9] [100%] 13-14 936 -525 0.04 0.70 0.04 0.00 0.74 AB 1 16.13 33W.75x1.5 -Web 10 PLF @ 1.4 to 10 @ 3.0 [y= 7.8]L 0%] 29-30 724 -456 0.04 0.71 0.04 0.00 0.74 AB 1 16.13 33W.750.5 -Web 10 PLF @ 3.0 to 10 @ 13.1 [y= 7.8] L 0%] 10 PLF @ 13.1 to 10 @ 13.9 [y= 7.8][ 0%] EndPts MaxT MaxC AXL BND SNR CRIP CSI COMB GLC Length Grade Brace 11 PLF @ 0.7 to Ii @ 1.4 [y=21.1] [ 0%] 2- 3 262 -79 0.15 0.00 0.00 0.00 0.07 AB 1 3.09 33W.75x-75 11 PLF @ 1.4 to 11 @ 3.7 [y=21.1] [ 096] 4- 5 149 -685 0.22 0.00 0.00 0.00 0.22 AB 1 6.08 33W.75x.75 11 PCF @ 3.7 to Il @ 4.6 [y=21.1][ 0961 6- 7 419 -204 0.24 0.00 0.00 0.00 0.12 AB 1 5.32 33W.75x.75 10 PLF @ 4.6 to 10 @ 7.6 [y=21.11 [ 0%] 9-10 240 -107 0.14 0.00 0.00 0.00 0.07 AB 1 13.32 33W.75x.75 -50 PLF @ 4.6 to -50 @ 10.6 [y=21.1][100%] 12-13 540 -451 0.17 0.63 0.09 0.00 0.73 AB 4 44.26 33W.75xI.5 10 PLF @ 7.6 to 10 @ 10.6 [y=21.1] [ 0%] 13-16 219 -463 0.23 0.00 0.00 0.00 0.23 AB 1 26.75 33W.75x.75 11 PLF @ 10.6 to 11 @ 13.6 [y=21.1][ 0%] 13-17 299 -261 0.40 0.00 0.00 0.00 0.40 AB 1 49.29 33W.75x.75 ii PLF @ 13.6 to 11 @ 14.6 [y=21.1] [ 0%] 18-19 564 -429 0.63 0.00 0.00 0.00 0.63 AH 1 60.39 33W.75x1.5 -360.00 Lbs. @ 4.6, 21.1 Angle=270 21-22 408 -406 0.59 0.00 0.00 0.00 0.59 AB 1 60.39 33W.75xI.5 -290.00 Lbs. @ 5.6, 21.1 Angle=270 23-24 583 -376 0.55 D.OD 0.00 0-00 0.55 AB 1 60.39 33W.75xl.5 -650.00 Lbs. @ 7.6, 21.1 Angle-270 25-29 256 1-219 0.34 0.00 0.00 0-00 0.34 AB 1 49.29 33W.75x.7S -290.00 Lbs_ @ 9.6, 21.1 Angle-270 26-29 295 -241 0.14 0.00 0.00 0.00 0.08 AB 3 26.74 33W.75x.75 -360.40 Lbs. @ 10.6, 21.1 Angle=270 28-29 542 -468 0.17 0.63 0.09 0.00 0.73 AB 3 44.26 33W.75x1.5 =­­­__­­------- _-_-_33-34 264 -151 0.15 0.00 0.00 0.00 0.07 AB 4 13.32 33W.75x.75 [C&C ASCE Wind Rt-+][OC 24.00][ASI 1.33][NM 11 36-37 364 -127 0.21 0.00 0.00 0.00 0.10 AB 1 5.32 33W.75x.75 -88 PLF @ 4.6 to -88 @ 4.6 L [y=18.1] [1009;] 38-39 117 -520 0.17 0.00 0.00 0.00 0.17 AB 1 6.08 33W.75x.75 -63 PLF @ 10.6 to -63 @ 10.6 L [y=18.1][100%) 40-41 217 -51 0.12 0.00 0.00 0.00 0.06 AB 1 3.09 33W.75x.75 -101 PLF @ I.7 to -101 @ 4.6 L [y=14.3) [1001] -101 PLF @ 10.6 to -101 @ 11.6 R [y=14.0] [100%] Node X-Loc Y-Loc defTY(L) deflY(T) dxL dxT MaxShear GLC -101 PLF @ 0.7 to -101 @ 1.7 L [y=13.3] [100%] 0 0.65 12.95 0.01 L/999 0.01 L/999 0.00 0.00 0 3 -101 PLF @ 11.6 to -101 @ 13.9 R [y=13.3] [10011;] 1 1.41 12.96 0.01 L/999 0.02 L/925 0.00 0.00 0 3 -179 PLF @ 13.9 to -179 @ 14.6 R [y=13.0][100%] 2 1.44 13.22 0.01 L/999 0.02 L/923 0.01 0.01 167 12 -39 PLF @ 1.4 to -39 @ 3.0 [y=12.9] [100%] 3 1.44 12.96 0.01 L/999 0.02 L/925 0.00 0.00 -263 12 -11 PLF @ 3.0 to -11 @ 13.1 [y=12.9] [100%] 4 1.56 12.96 0.01 L/999 0.02 L/926 0.00 0.00 273 12 -39 PLF @ 13-1 to -39 @ 13.9 [y=12.9] [10011 5 1.87 13_36 0.01 L/999 0.01 L/919 0.07 0.01 -262 11 10 PLF @ 1.4 to 10 @ 3.0 [y= 7.8] [ 0%] 6 2.00 13.40 0.01 L/999 0.01 L/903 0.01 0.01 -276 11 10 PLF @ 3.0 to 10 @ 3- -. [- 0114 7 2.00 12.96 0.01 (/999 0.01 L/930 0.00 0.00 -278 3 10 PLF @ 13.1 to 10 13. [y 7. ][ 0%] 8 3.02 12.96 0.00 L/999 0.00 L/999 0.00 0.00 346 3 11 PV-F @ 0.7 to 11 .6 [y 21.1 [ 0%] 9 4.00 14.07 0.00 L/999 0.00 L/999 0.02 0.02 132 11 11 PLF @ 1.6 to 11 .6[y 21.1] 01] 10 4.00 12.96 0.00 L/999 0.00 L/999 0.00 0.00 345 3 10 PLF @ 4.6 to 101/7.6 [y 21.1] 0%] 11 4.64 11.99 0.00 L/999 0.00 L/999 0.00 0.00 0 1 -50 PLF @ 4.6 to -50 .6 [y 21.1][ 01 12 4.70 17.99 0.00 L/999 0.01 L/999 0.02 0.02 -363 3 TO PLF @ 7.6 to [y 21.1]13 4.70 14.30 ---- ----- --- ----- ---- ---- -93 12 11 PLF @ 10.6 Alf1)I1:%.6 6 21. 0°� (B 14 4.70 12.96 0.00 L/999 0.00 L/999 0.00 0.00 -802 3 11 PLF @ 11.18 " g }'2 1051, 4 15 5.02 12.96 0.00 L/999 0.00 L/999 0.00 0.00 -802 3 11 PLF @ 13.9 to 11 @ 14.6 [y=21.1][ 0%] 16 6.48 12.96 0.01 L/999 0.01 L/999 0.00 0.00 262 3 -360.00 Lbs. @ 4.6, 21.1 Angle=270 17 6.51 17.99 0.00 L/999 0.01 L/999 0.05 0.06 -418 4 -290.00 Lbs. @ 5.6, 21.1 Angle=270 [03010001] [ALPINE][AISI][85328--84 15'3'6 Valley][FredsSal/Renovation of Fred's Saloon] Page 2 18 6.64 17.99 0.00 L/999 0.01 L/999 0.05 0.06 -424 4 -650.00 Lbs. @ 7.6, 21.1 Angle=270 19 6.64 12.96 0.00 L/999 0.00 L/999 0.00 0.00 -589 4 -290.00 Lbs. @ 9.6, 21.1 Angle=270 20 7.02 12.96 0.00 L/999 0.00 L/999 0.00 0.01 -590 4 -360.00 Lbs. @ 10.6, 21.1 Angle-270 21 7.64 17.99 0.01 L/999 0.01 L/999 0.05 0.06 590 1 22 7.64 12.96 0.00 L/999 0.01 L/999 0.00 0.01 -353 1 [MWFRS ASCE Perp/L++][OC 24.00][ASI 1.33][NM 1] 23 8.64 17.99 0.00 L/999 0.01 L/999 0.05 0.06 384 3 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1][ 0%] 24 8.64 12.96 0.00 LJ999 0.00 L/999 0.01 0.01 -567 3 -81 PLF @ 7.6 to -81 @ 10.6 [y=18.0] [100%] 25 8.77 17.99 0.00 L/999 0.01 L/999 0.05 0.06 378 3 11 PLF @ 1.4 to 11 @ 4.6 [y=21.1][ 0%] 26 8.80 12.96 0.00 L/999 0.00 L/999 0.01 0.01 -745 3 54 PLF @ 1.4 to 54 @ 3.0 [y=12.9][100%] 27 9.02 12.96 0.00 1-1999 0.00 L/999 0.01 0.01 -746 3 -81 PLF @ 4.6 to -81 @ 7.6 [y=18.0][100%] 28 10.58 17.99 0.00 L/999 0.01 L/999 0.01 0.02 363 3 10 PLF @ 4.6 to 10 @ 10.6 [y=21.1] [ 01] 29 10.58 14.30 ---- ---- ---- ----- --- ---- -95 4 -43 PLF @ 10.6 to -43 @ 13.9 R [y=13.3] [100%] 30 10.58 12.96 0.00 L/999 0.00 L/999 0.01 0.01 -565 4 11 PLF @ 10.6 to 11 @ 13.9 [y=21.1][ 0;6] 31 10.64 17.99 0.00 L/999 0.00 L/999 0.00 0.00 -0 4 11 PLF @ 13.9 to 11 @ 14.6 [y=21.1] [ 0%] 32 11.02 12.96 0.00 L/999 0.00 L/999 0.01 0.01 -565 4 11 PLF @ 13.1 to 11 @ 13.9 [y=12.9][100%] 33 11.28 14.07 0.00 L/999 0.00 L/999 0.02 0.02 -158 4 31 PLF @ 4.6 to 31 @ 4.6 L [y=18.1] [100%] 34 11.28 12.96 0.00 L/999 0.00 L/999 0.01 0.01 215 4 38 PLF @ 10.6 to 38 @ 10.6 L [y=18.1][100°6] 35 13.02 12.96 0.00 L/999 0.00 L/999 0.01 0.01 329 12 10 PLF @ 1.4 to 10 @ 3.0 [y= 7.8][ 0%] 36 13.28 13.40 0.00 LJ999 0.00 LJ999 0.01 0.02 224 11 -54 PLF @ 1.4 to -54 @ 4.6 L fy=14.3] [100%] 37 13.28 12.96 0.00 L/999 0.00 L/999 0.01 0.01 324 12 10 PLF @ 3.0 to 10 @ 13.1 [y= 7.8][ 0%] 38 13.41 13.36 0.00 L/999 0.00 L/999 0.01 0.02 209 11 10 PLF @ 13.1 to 10 @ 13.9 [y= 7.8] [ 011] 39 13.72 12.96 0.00 L/999 0.01 L/999 0.01 0.01 221 11 -32 PLF @ 13.9 to -32 @ 14.6 R [y=13.0][100%] 40 13.84 13.22 0.01 L/999 0.01 L/999 0.01 0.01 135 4 41 13.84 12.96 0.01 L/999 0.01 L/999 O.D1 0.01 218 11 [MWFRS ASCE Perp/L-+][OC 24.00][ASI 1.33] [NM 1] 42 13.87 12.96 0.01 L/999 0.01 L/999 0.01 0.01 0 4 -32 PLF @ 13.9 to -32 @ 14.6 R [y=13.0][100%] 43 14.63 12.95 0.00 L/999 0.01 L/999 0.01 0.01 -0 3 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1][ 0%] -54 PLF @ 1.4 to -54 @ 4.6 L [y=14.3][1001.] 11 PLF @ 1.4 to 11 @ 4.6 [y=21.11 [ 011 -31 PLF @ 1.4 to -31 @ 3.0 [y=12.9] [10011] -81 PLF @ 7.6 to -81 @ 10.6 [y=18.0][100%j 10 PLF @ 4.6 to 10 @ 10.6 [y=21.1][ 0%] -85 PLF @ 0.7 to -85 @ 1.4 L [y=13.3][100%] 11 PLF @ 10.6 to 11 @ 13.9 [y=21.1] [ 0%] 11 PLF @ 13.9 to 11 @ 14.6 [y=21.1] [ 096] 11 PLF @ 13.1 to 11 @ 13.9 [y=12.9][100!] 31 PLF @ 4.6 to 31 @ 4.6 L [y=18.1] [100%] 38 PLF @ 10.6 to 38 @ 10.6 L [y=18.1][100%] 10 PCF @ 1.4 to 10 @ 3.0 [y= 7.8] [ 0%] -43 PLF @- 10.6 to -43 @ 13.9 R [y=13.3] [100%] 10 PLF @ 3.0 to 10 @ 13.1 [y= 7.8][ 0%] 10 PLF @ 13.1 to 10 @ 13.9 [y= 7.8] [ 0%] -81 PLF @ 4.6 to -81 @ 7.6 [y=18.0][100%] [MWFRS=ASCE Perp/R++][OC 24.00][ASI 1.33] [NM 1] 43 PLF @ 1.4 to -43 @ 4.6 L [y=14.3][1001,] 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1] [ 0111 11 PLF @ 1.4 to 11 @ 3.0 [y=12.9][1001] 11 PLF @ 1.4 to 11 @ 4.6 [y=21.11[ 0%] -81 PLF @ 7.6 to -81 @ 10.6 [y=18.0][100%] -32 PLF @ 0.7 to -32 @ 1.4 L [y=13.3] [100%] 10 PLF @ 4.6 to 10 @ 10.6 [y=21.1] [ 0%] 54 PLF @. 13.1 to 54 @ 13.9 [y=12.9][100%] 11 PLF @ 10.6 to 11 @ 13.9 [y=21.1] [ 011] 11 PLF @, E3.9 to 11 @ 14.6 [y=21.11[ 0%] -38 PLF @ 4.6 to -38 @ 4.6 L [y=18.1] [100%] -31 PLF @ 10.6 to -31 @ 10.6 L [y=18.1] [100%] 10 PLF @ 1.4 to 10 @ 3.0 [y= 7.8][ 0%] -54 PLF @ 1:0.6 to -54 @ 13.9 R [y=13.3] [100%] 10 PLF @-, 3.0 to 10 @ 13.1 [y= 7.8][ 0%] 10 PLF @` 13.1 to 10 @ 13.9 [y= 7.8] [ 0%] -81 PLF @ 4.6 to -81 @ 7.6 [y=18.0] [100%] [MWFRS ASCE (Perp/R-+][OC 24.00][ASI 1.33] [NM 1] 85 PLF L L3.9 to -85 @ 14.6 R [y=13.0][100%] 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1][ 0%] -43 PLF @ 1.4 to -43 @ 4.6 L [y=14.3] [100%] 11 PLF @ 1.4 to 11 @ 4.6 [y=21.11[ 0%] 11 PLF @ 1.4 to II @ 3.0 [y=12.9] [100%] -81 PIT @ 7.6 to -81 @ 10.6 [y=18.0] [1001] 10 PLF @ 4.6 to 10 @ 10.6 [y=21.1] [ 0%] -32 PLF @ 0.7 to -32 @ 1.4 L [y=13.3][100%] 11 PLF @ 10.6 to 11 @ 13.9 [y-21.1] [ 0%] 11 PLF @ 13.9 to 11 @ 14.6 [y=21.1] [ 0%] -31 PLF @' 13.1 to -31 @ 13.9 [y=12.9][100%] -38 PLF @ 4.6 to -38 @ 4.6 L [y=18.1] [100%] -31 PLF OR 10.6 to -31 @ 10.6 L [y=18.1][100%] 10 PLF @ 1.4 to 10 C6 3.0 [y= 7.8] [ 0%1' -54 PLF @ 10.6 to -54 @ 13.9 R [y=13.3] [100%] 10 PLF @ 3.0 to IO @ 13.1 [y= 7.8][ 0%] 10 PLF @ 13.1 to 10 @ 13.9 [y= 7.8] [ 0%] -81 PLF @ 4.6 to -81 @ 7.6 [y=18.0][100;6] [MWFRS AW1 Part++][OC 24.00][AS1 1.33] [NM 11 -27 PLF @ 13.9 to -27 @ 14.6 R [y=13.0] [100%] 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1] [ 011] -81 PCF @ 1.4 to -81 @ 4.6 L [y=14.3] [100%] 11 PLF @ 1.4 to 11 @ 4.6 [y=21.1] [ 0116] 54 PLF @ 1.4 to 54 @ 3.0 [y=12.9] [100%] -81 PLF @' 7.6 to -81 @ 10.6 [y=18.0][100%] 10 PLF @ 4.6 to 10 @ 10.6 [y=21.1][ 01,] -27 PLF @ 0.7 to -27 @ 1.4 L [y=13.3][100%] 11 PLF @ 10.6 to 11 0 13.9 [y=21.1] [ 0%] [03010001] [ALPINE][AISI][85328--B4 15'3'6 Val ley][FredsSal/Renovation of Fred's Saloon] Page 3 11 PLF @ 13.9 to 11 @ 14.6 [y=21.1] [ 0 54 PLF @ 13.1 to 54 @ 13.9 [y=12.9][1001.] -49 PLF @ 4.6 to -49 @ 4.6 L [y=18.1] [100%] 49 PLF @ 10.6 to 49 @ 10.6 L [y=18.13[100%] 10 PLF @ 1.4 to 10 @ 3.0 [y= 7.8] [ 0%] -81 PLF @ 10.6 to -81 @ 13.9 R [y=13.3][100%] 10 PLF @ 3.0 to 10 @ 13.1 [y= 7.8][ 0%] 10 PLF @ 13.1 to 10 @ 13.9 [y= 7.8] [ 01] -81 PLF @ 4.6 to -81 @ 7.6 [y=18.0] [100%] ------------- [MWFRS ASCE Part-+][OC 24.00][ASI 1.333[NM 1] -112 PLF @ 13.9 to -112 @ 14.6 R [y=13.0] [100°6] 11 PLF @ 0.7 to 11 @ 1.4 [y=21.1][ 01] 81 PLF @ 1.4 to -81 @ 4.6 L [y=14.3] [100%] 11 PLF @ 1.4 to 11 @ 4.6 [y=21.1] [ 096] -31 RE @ 1.4 to -31 @ 3.0 [y=12.9] [100%] -81 PLF @ 7.6 to -81 @ 10.6 [y=18.0] [100%] 10 PLF @ 4.6 to 10 @ 10.6 [y=21.1] [ 01.1 -112 PLF @ 0.7 to -112 @ 1.4 L [y=13.3] [10011.] 11 PLF @ 10.6 to II @ 13.9 [y=21.1] [ 0%] 11 PLF @ 13.9 to 11 @ 14.6 [y=21.11[ 0%] -31 PLF @ 13.1 to -31 @ 13.9 [y=12.9] [10011] -49 PLF @ 4.6 to -49 @ 4.6 L [y=18.1][100%] 49 PLF @ 10.6 to 49 @ 10.6 L [y=18.1] [100%] 10 PLF @ 1.4 to 10 @ 3.0 [y= 7.81[ 0%] -81 PLF @ 10.6 to -81 @ 13.9 R [y=13.3] [100%] 10 PLF @ 3.0 to 10 @ 13.1 [y= 7.81 [ 01] 10 PLF @ 13.1 to 10 @ 13.9 [y= 7.8] [ 0%] -81 PLF @ 4.6 to -81 @ 7.6 [y=18.0] [10011;] [C&C ASCE kind Lt-+1][OC 24.00][ASI 1.33] [NM 1] -112 PLF @ 10.6 to -112 @ 13.6 R [y=13.3] [100%] 11 PLF @ 0.7 to 11 @ 1.4 [y=21.11 [ 0%1 -112 PLF @ 1.4 to -112 @ 3.7 L [y=14.0] [100%] 11 PLF @ 1.4 to 11 @ 3.7 [y=21.1][ 0%] -112 PLF @ 13.6 to -112 @ 14.6 R [y=13.0][100%] 11 PLF @ 3.7 to 11 @ 4.6 [y=21.1] [ 011] -111 PCF @ 4.6 to -111 @ 7.6 [y=18.0][100%] 10 PLF @ 4.6 to 10 @ 7.6 [y=21.1] [ 0%] -39 PLF @ 1.4 to -39 @ 3.0 [y=12.93 [100%3 10 PLF @ 7.6 to 10 @ 10.6 [y=21.1] [ 0%] -179 PLF @ 0.7 to -179 @ 1.4 L [y=13.3][100%] 11 PLF @ 10.6 to 11 @ 13.6 [y=21.1] [ 0%] -39 PLF @ 13.1 to -39 @ 13.9 [y=12.9] [100116] 11 PLF @ 13.6 to 11 @ 14.6 [y=21.11[ 0%3 52 PCF @ 4.6 to 52 @ 4.6 L [y=18.1][100%] 99 PLF @ 10.6 to 99 @ 10.6 L [y=18.1][100%] -93 PLF @ 7.6 to -93 @ 10.6 [y=18.0] [100%] 10 PLF @ 1.4 to 10 @ 3.0 [y= 7.8] [ 01] 10 PLF @ 3.0 to 10 @ 13.1 [y= 7.8] [ 0%1 10 PLF @ 13.1 to 10 @ 13.9 [y= 7.8] [ D%] -112 PCF @ 3.7 to -112 @ 4.6 L [y=14.3][100%] [C&C ASCE kind Rt-+1][OC 24.00][ASI 1,33] [NM 1] -112 PLF @ 11.6 to -112 @ 13.9 R [y=13.3][100%] 11 PLF @ 0,7 to 11 @ 1.6 [y=21.1] [ 0%] -112 PLF @ 1.7 to -112 @ 4.6 L [y=14.3][100%] 11 PLF @ 1.6 to 11 @ 4.6 [y=21.1] [ 0%] -179 PLF @ 13.9 to -179 @ 14.6 R [y=13.0][10096] 10 PLF @ 4.6 to 10 @ 7.6 [y=21.1] [ 0%] -1.11 PLF @ 7.6 to -111 @ 10.6 [y=18.0] [100%] 10 PLF @ 7,6 to 10 @ 10.6 [y=21.1][ 0%] -39 PLF @ 1.4 to -39 @ 3.0 [y=12.9] [100%] 11 PLF @ 10.6 to 11 @ 11.6 [y=21.1] [ 0%] -112 PLF @ 0.7 to -112 @ 1.7 L [y=13.3][100%] 11 PLF @ 11.6 to 11 @ 13.9 [y=21.1] [ 0%] -39 PILE @ 13.1 to -39 @ 13.9 [y=12.9][100%] 11 PLF @ 13.9 to 11 @ 14.6 [y=21.1] [ 0%] -99 PLF @ 4.6 to -99 @ 4.6 L [y=18.1][100%] -52 PLE @ I0.6 to -52 @ 10.6 L [y=18.1] [100%] -112 PLF @ 10.6 to -112 @ 11.6 R [y=14.0][100%] 10 PLF @ 1.4 to 10 @ 3.0 [y= 7.81 [ 0%] 10 PLF @ 3.0 to 10 @ 13.1 [y- 7.8] [ 0%] 10 PLF @ 13.1 to 10 @ 13.9 [y= 7.8] [ 0%] -93 PLF @ 4.6 to -93 @ 7.6 [y=18.0] [100%] TRUSSTEEL TRUSS-TO -TRUSS CONNECTION (R) Maximum Number Reaction lbs. (kN) of Clips X {{ Use two clips as shown when 988 (4.39) 1 3 Girder vertical Use one clip \\ supported truss 988 (4.39) 2 2 as shown when i� 1 height exceeds \ 1482 (6.59) 1 4 supported truss =_=_— ® 4'0" (1219mm) or height is less than — - A o \ supported truss 1482 (6.59) 2 2 reaction exceeds 1976 (8,79)- - 1 5 4 0 (1219mm) or A FA Supported 1976 lbs. (8.79kN) 1976 ($.79) 2 3 supported truss o o truss vertical reaction is fess X o Girder 2470 (10.99) 1 N/A / vertical Supported than 1976 lbs, Ao truss vertical 2470 (1b.99) 2 3 i (8.79kN) �� ��� 0 0 – X is number of #10 self drilling screws X on each side of each clip in each web member, R TRUSS–T, b–T- RUSS CONNECTION DETAIL C✓}i R �,4� TSC2.75..CHORQ TRUSSES TSC4.00,--CHORD TRUSSES LI A – TTC3 Clip A – TTC4 Clip CONNECTTIONION TRUSDETAIL B ?RUSS S TTC5 Clip B – TTC7 Clip 2–CLIP U–Clips are 20ga ASTM A653 S$ grade 33. Bare metal thickness is 0.0329" (0.84mm) min. Girder verticals Girder verticals Supported g Supported A o truss vertical o o truss vertical General Notes: o Ao X 1. Screw spacing, edge distance and end distance X C is 5/8" (16mm) minimum. X A A 2• A clip bearing type must be used in VIEW to analyze the supported truss. 3, R m reaction from TrueGad analysts. 4. Girder verticols must be 3/4" (19mm) x 3/4" (i9mm) for j J TSC2.75 trusses or 1-1/2" (38mm) x 1-1/2" (38mm) for TSC4.00 trusses. If TrusCad analysis results show you need R R a bigger web, contact an Alpine engineer. \ 5. If supported truss verticals are larger than 3/4" (19mm) x GIRDER PLY–TO–PLY GIRDER PLY–TO–PLY 1-1/2" (38mm) for TSC2.75 trusses or 1-1/2" (38mm) x CONNECTION DETAIL CONNECTION DETAIL 2" (51mm) for TSC4.00 trusses, truss–to–truss clip must 2 MEMBER 3 MEMBER be a "B" clip, **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID DATE 09/0202 CEILING. DRWG TS001 7 ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS To —ENG REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND Jan 13 '0- TRUSSTEEL DIVISION PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE Manuel Mattln z ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS No. 4-7182 1 DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. 2 2 T SJ H 2 4 A N D T SJ ' 44 HANGER APPLICATION 15-.J H2.2 TSJH 2 4 TSJH44 ------------------ / TSC4.00 GIRDER CHORD TSC2_75 GIRDER CHORD TS04.00 GIRDER CHORE) TC2,75 CHORD T TSC2.75 CHORD 3 4 4—--------- 4 a TSC4.00 CHORD 'SJH22 ALLOWABLE LOAD 'TABLE ' ALLOWAB!_-E -----------------------------GIRDER-----------------------rHORD GAUGE -------------------------------------------------------------- 25—SC 33TSC 43TSC I LOADS lbs. (kN) 22ga 1 20go 18go ------------------- .........................._......-•----..........__.......... ............ DOWN 740 (3.29) 920 (4.09) 1380 (6.14) .......... ............. ----­-------------- ............................ -------_-- UP -- GRAVITY 6843 (3.02) 770 (3.4.5) 16 in (4,49), Circ1ed rmrnbers represt-,rd the quantity of #110 self—drilling _900 (4,013) 11320 (4,54) 1350 (6.01) 1 UP — WIND .............. i sheet rnetal screws applied through i1ne pro—diiiied holes in ............................................ ------------.....................I.... ......... .......... har%gw- into the TrusStrael chord. The same quantity of Screws TSJH24 A14D TSJH44 ALLOWABLE LOAD TABLE. it; to be applied ors then bide of the hanger� lhat iu riot visible, .....................................­__ _1__ _ ___ ___ Z.- Q__. GIRDER CHORD GAUGE 2� DO not overdrive screws, Overdriven screws may strip Out Of ALL.OWABLE I ............ .......... .......... ............. T..................................... "8 T 1:'C 3'iTsc 43TSC i 5 4T S G TI-LISStGOI chord. LOADS lbs. (kt,4) 229a 20go 189a I 16ga 3, Horigers may be located anywher+3 alorig girder chords. DOWN i 92.0 (4 1 140 (5,07) 1350 (6.01)_�360 (6,05) 4. Re�fer to TrusSieel detail drawings TS023, TS,024 or TS024A for- ---------- .......... ....... .............._............. ...............------- ply to ply cormectioris for rriuffiple rnember girders, LIP . GRAVITY 610 (271) 7,80 (3.47) 10,10 (4.49)t -1130 (5.03) ------------ .............. -­----­---------- ------------- -------­-----­------------------------------------ ------------- Lj P wit-40 i 810 (3,60) 11040 (4.63) , 1340 (7.96) 1510 (6.72) The wind upiifi capacities shown above have been increased by 1.33 and may be used Only for uplift resulting from wind or seismic loads. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING -TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID DATE 09/02/02 CEILING. DRWG 7TS022 INE — AL "IMPORTANT" FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. —ENG � BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO 7 REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND TRUSSTEEL DIVISION PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMS, SHALL BE THE Manuel RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE ALPINE ENGINEERED PRODUCTS, INC- FOR ANY DEVIATION FROM THIS DESIGN OR HAHOUNG, SHIPPING, INSTALLING, AND BRACING OF No. 47182 POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. d end dt ettl�as �� Al ` t�notspocln9iv°i�°m, ®xc P draWit�9 {OC C 31SS 5,Y, of t' .51,4 �VVOM ed tr°s t (4 ollJ"efd A-' tNies P` s n ` 3 b3jS��eak C°r'n°cior 2• gee�equtrederact°n act vra° cOt�cidam�n °� ttyGEp patch COT oach t°sten ct °reagaY ®�bo ° ,\M esU\t N �asienerntp JOG OfgOs• °1n,UrnbtYeok Z°int. c� `= _ 3' other e� 4°r bOtin the the Patch b gjSgUC3 5 5r `,hryF r��s+ n ��` {tlstan{educreQ°trod at t area. 3 43�hB�r ak Gon^gGtOr 6 •.��'� t"'s tensa9tantact BE�t U Pito y 5m� 4. 0.9,a 9ro \illi\ C✓ .74i 7f n �t f 5, A �. . .z5m) (RS S pg `,ytiF £ \. �, J7`` 9, \ (sm tis F7 ih�� N �AJ� ppA •; f19 lx`l�t;� a> � /� (6mm) 5 R �sgo Hp,NOIAHOVE PROPER�tO ,3 R OtlAtl-HA tPCNEO i,� •o" (6mm) `6F `� E CP E tN F10A, CHORPR pERIY aD ' U\RE EXiREM tNOICASED. HAVE CtOR. d �2117} U- CONSRP TD 1`u^ **WARN\ND** CN G. RAN OSHEROME ORO SNA ttON ME g6R v 0 � � CN ,s G A O UNIE 0 g0� SHE tN5t0F�RU55 SES ORP SHE 4. 51 PE�NG SiRUC URP` E�5 OF CHCS D ERP o5UPN5RP�SStptUMg•E RESPONStG`OF tAnpCHED N\sH A CO 5 ONLY FOA NMENS k4oto SRU SQA l N0G OPNO gRPCSRUss CEt�tNO NT*r FUR DEStON S,ON. P� 5 ANO CNC. StAEEtN OF SNE **tMP�oEptctEDovkNOSNS. Pt�`9 OklENGINEERED PR GUSH\PPtON�YNSO OESiGN O gUCKUNO g t0 9t PIP OR HANDUN PPPUEs ER WAY• \NE- gR OCUCE 'a"c' USHERS DESIGN DRAW\NG ANY 0tH h Q UP tN pERM�StBtuSY �ON FR0M5t5EP�'gE R lED ON a1NEER' Npt f1R 5 ES DEpN EANO S'k SRUSSSEE�OpRp0UCt5.tNC. DCptCSEO HERE c�NE EN�t�,Eg�CH,F�ORtOP TRUSSTEEL VAL-LEY SET TOP CHORD 28TSC2,75 1.5x2.75-28-55KSI OR 28TSC4.00 2.5x4.00-28-55KSI SUPPORTING TRUSS TOP CHORD BRACING BOT CHORD 28TSC2.75 1.5x2.75-28-55KSI OR 28TSC4.00 2.5x4.00-28-55KSI WEBS AS SHOWN IN CHART BELOW TRUSS TOP CHORDS UNDER VALLEY SET MUST HAVE SHEATHING ATTACHED ** ATTACH EACH VALLEY MEMBER TO EACH SUPPORTING TRUSS WITH (1) SIMPSON S/H2.5 TO THEM WITH FASTENERS SPACED PER CODE REQUIREMENTS. (OR EQUAL). ATTACH TO VALLEY TRUSS AND SUPPORTING TRUSS WITH (4)#10 SDS OR (SEE DETAIL). USE 15OF125-33 CONTINUOUS LATERAL BRACES AT 24" 610mm) O.C. ++ LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED MAXIMUM LATERAL BRACES ARE TO BE ATTACHED TO TRUSS TOP CHORDS 14'0" (4267mm). WITH (2)#10 SELF DRILLING SCREWS. LATERAL BRACES MUST EXTEND TO AND BE ATTACHED TO THE FIRST TRUSS THAT HAS SHEATHING DIRECTLY MAXIMUM VALLEY VERTICAL LENGTHS FOR WIND SPEEDS UP TO 130 MPH (58 m/s) ATTACHED TO THE TOP CHORD. PROPERLY ATTACHED VALLEY TRUSSES VERTICAL SIZE NO CLB'S 1 CL.B 2 CLB'S MAY BE USED IN LIEU OF PURLINS. 33W.75x.75 4'6" (1372rnm 4'6" (1372mm) 4'6" (1372mm) NOTE: THIS OPTION MAY ONLY BE USED IF THE TOP CHORD OF THE 33W.75x1.5 6'6" (1981mm) 11'0" (3353mm) 11'0" (3353mm) SUPPORTING TRUSS HAS BEEN DESIGNED WITH PURLINS AT 24" (610mm) 33W.75x2.25 7'6" (2286mm) 14'0" (4267mm) 14'0" (4267mm) O.C. MAX. 1 . 33W1.5x1.5 14'0" (4267mm) 14'0" (4267mm) 14'0" (4267mm) NOTE: ABOVE CHART ASSUMES A 14'0" (4267mm) MAXIMUM VERTICAL LENGTH IC014R 5 E T 2 " ( 1 m R 48" (1219rim) 0.',. (4)#10 SDS (1,� j1J 1 :11 *� ALE E MUT B T _ _ 2 60 01C.1 - - it) :f)(2438mm) 1) (1) NOTE: INTERMEDIATE 1? '�J 1) (4)#10 SDS ATC24'�0610mUmS O.C, PARTIAL SPANS NOT SHOWN FOR 0) (4)#10 SDS OR 48" (1219mm) O.C. j) CLARITY (4)#10 SDS 1, CLS = CONTINUOUS LATERAL BRACE, REFER TO TRUSSTEEL DETAIL TS017. 1` 5j1 li 1} rt) 2. SDS = SELF DRILLING SCREW. �1 3. CIRCLED NUMBERS SHOW MINIMUM NUMBER OF 14AMDB1.25 (FOR TSC2.75 16-0-0 (4877mm) TRUSSES) OR 14AMD82.125 (FOR TSC4.00 TRUSSES) REQUIRED. MINIMUM (U Ali jl 11, FASTENER SPACING AND END DISTANCE IS 3/4" (19mm). SEE TRUSSTEEL 12 (11 `t) `i) \' DETAIL TS011 FOR DETAILS. O 1 2 OPTIONAL 4. VALLEY TRUSSES ARE TO BE SPACED AT 24" (61 0mm) O.C. 2.12 T (10.02' O 2 �) HIP JOINT 5. UPLIFT BASED ON 110 MPH (49 m/s) WIND SPEED, ASCE '7-93, 30' O (9144mrn) MEAN HEIGHT, CLOSED BUILDING, AT OCEAN LINE, CATEGORY DETAIL 1, II-111, AND A MINIMUM 5 PSF (0.24 kN/m2) TOP CHORD DEAD LOAD (OR 130 MPH (58 m/9) If NOTE 6 IS FOLLOWED). 4-0--0l) � 6. FOR A 130 MPH (58 m/s) WIND SPEED THE FOLLOWING MUST BE MET: (1219mm) — A MINIMUM OF (2) FASTENERS ARE 10 BE BE APPLIED AT EACH 1; (MAX SPACING) }) C1' 1) JOINT SSHOWN TO THE LEFT. — USE (2) SIIMPSON S/H2 5 (OREQUAL). OPTIONAL 7. FOR METRIC UNITS: TOP CHORD LIVE LOAD IS 1.44 kN/m2, TOP CHORD 20-0-0 (6096mm) ++ —I STUB END DEAD LOAD IS 0.72 kN/m2, BOTTOM CHORD DEAD LOAD IS 0.48 kN/m2 DETAIL AND TOTAL LOAD IS 2,64 kN/m2. SPACING IS 1219mm MAX. SUPPORTING TRUSSES AT 48" (1219mm) O.C. MAXIMUM SPACING. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING TC LL 30 PSF TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID TC DL 15 PSF DATE 09/02/02 CEILING. C DL 10 PSF DRWG TS026 7 ALPINE "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. C LL 0 PSF —ENG BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND ,Ian 13 '0 OT. LD. 55 PSF PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE TRUSSTEEL DIVISION ALPINE ENGINEERED PRODUCTS, INC. FORPANYIBDEVATIION FROMSTHISPIDESIGNGIOR PRODUCTS, SHIPPING, INSTALLING, AND RESPONSIBLE OF Manuel Martin SPACING 48" MAX. POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN Of THE TRUSS No.47182 DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. SEE NOTE 7 FOR METRIC UNITS 3- 5/8" (92mm ) GABLE END FRAMING GENERAL NOTES: ANGLE BRACED SINGLE STUD 1. THE GABLE END TRUSS IS ASSUMED TO BE SUPPORTED VERTICALLY, HORIZONTALLY 12" MAXIMUM OVERHANG AND LATERALLY ALONG ITS ENTIRE LENGTH, THE BUILDING DESIGNER IS RESPONSIBLE ROOF SHEATHING LAP TO BLOCK FOR THE DESIGN OF THE SUPPORT WALL AND THE CEILING AND ROOF DIAPHRAGM WITH (4) #8 SCREWS, ' AND THE CONNECTION OF THE GABLE TRUSS TO THESE SUPPORTS, 2. THE DESIGN OF THE GABLE END TRUSS IS BASED ON THE GRAVITY LOADS SHOWN IN THE TITLE BLOCK BELOW ALONG WITH THE FOLLOWING WIND LOAD CRITERIA: WIND SPEED 110 MPH (49 m/s) AND 80 MPH (36 m/s) L MEAN HEIGHT = 15' (4572mm) ENCLOSED 3625162-33 BLOCK ASCE 7-93, 1 = 1.05, EXPOSURE C COPED AND BENT COMPONENTS AND CLADDING LOADING L e45*-,'-362Sl62-33 3, ATTACH THE STUDS TO THE TOP AND BOTTOM TRACK WITH (2) #10 SELF DRILLING AND SELF TAPPING SHEET METAL SCREWS. 2 �1 4, GABLE STUDS ARE ASSUMED TO BE FULLY BRACED, BY SHEATHING, ALONG THEIR 'I ENTIRE LENGTH FOR IN—TRUSS—PLANE SUCKLING. SHEATHING AND ITS CONNECTION TO THE GABLE TRUSS IS TO BE DESIGNED BY THE BUILDING DESIGNER. (2) #8 SCREW BLOCK 5. ALL MATERIAL IS UNIMAST AS SHOWN OR EQUAL. TO TRUSS EACH END 6, INTENDED FOR USE WITH ALPINE TrusSteel TRUSSES ONLY, TO CABLE END STUD 7, METRIC UNITS: TOP CHORD LIVE LOAD IS 1.92 kN/m2, TOP CHORD DEAD LOAD IS 4'-0" MAXIMUM SPACING WITH (4) #8 SCREWS, * 0.48 kNlm2, BOTTOM CHORD DEAD LOAD IS 0.48 kN/m2 AND TOTAL LOAD IS 2.88 kN/m2, • USE (5) #10 SCREWS IF 110 MPH (49 m/s) WIND AND 24" (610mm) STUD SPACING. 362St62-33 STUD MAXIMUM LENGTH i STUD WIND ' I SPEED t DEFLECTION CRITERIA SPACING MPHm s I L 180 LJ240 L/360 DOUBLEDSTUD CROSS SECTION ,.•c'...1...�_,........_._....._...I....._�....{....�) .___.........j...._....._....�..._._......�.....- _........ ._._...._-. ._..,.. TRACK IS STRONG 44" 110 (49) 6'5" (1956mm) 6`5" {1956mm} 6'3" (1905mm) Z 362T125-33 3625162-33 STUD LATERALLY (610mm) 80 (36) 18"10" (2692mm) 8'10" (2692mm) 7'9" (2362mm) ARE PLACED SACK ! TO BACK. UNBRACED 1$" 110 (49) 7'10" (2388mm) 7'10" (23$8mm) 7'2" (2184mm) SINGLE I STUD (406mm) ( 80 (36) 10'10" (3302mm) 10'2" (3099mm) 8'10" (2692mm) 24" 110 (49) 12'10(3912mm) 12'10" (3912mm) 12'10" (3912mm) ANGLE ` STUa BRACED (61Omm) 80 (35) 16'10" (5130mm) 16'10 (5130mrn) 16'10" (5130mm) SPACING SINGLE — STUD 16' 110 (49) 15'9" (4801mm) 15'9" (4801 mm) 15'9" (4801 mm) (406mm) 80 (36) 20'9" (6325mm) 20'9" (6325mm) 20'9" (6325mm) STRONG 24" _ 110 (49) 9'1" (2769mm) 9'0" (2743mm) 7'10" (2388mm) AXIS 61Omm �` ~7 LATERALLY ( ) 80 (36) 12'3" (3734mm) 11'2" (3404mm) 9'9" (2972mm) ---- -- — UNBRACEDi 6" 110 (49) 1 1`i" (3378mm) 10'4" (3150mm) 9'0" (2743mm) r. DOUBLED (. .__. ._a._._._. _. STUDS f (406mm) 80 (36) 14'1" (4293mm) 12'9" (3886mm) 11'2" (3404mm) "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING TC LL 40.0 PSF TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY t� t1 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID TC DL i 1 0,0 PSF DATE 09 02 02 CEILING. C DL 10.0 PSF DRWG TS013 ALPINE "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO C LL 0.0 PSF —ENG -- REDUCE BUCKLING LENGTHS, ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND Jars 13 'Q TRusSTEEL DIVISION RESPONSIBILITY BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL. BE THE 1 ,E TUT. LD. 60.0 PSF RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE Manuel martit ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF �,,7 q tp�5 SEE NOTE 7 FOR POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS SST©.47182 DEPICTED HERE AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. METRIC UNITS 699 ( 152rmm ) GABLE EN ® FRAMING GENERAL NOTES: ANGLE BRACED SINGLE STUD 1. THE GABLE END TRUSS IS ASSUMED TO BE SUPPORTED VERTICALLY, HORIZONTALLY 12" MAXIMUM OVERHANG AND LATERALLY ALONG ITS ENTIRE LENGTH. THE BUILDING DESIGNER IS RESPONSIBLE ROOF SHEATHING LAP TO BLOCK FOR THE DESIGN OF THE SUPPORT WALL AND THE CEILING AND ROOF DIAPHRAGM _..••-.._..___._-•_. .. WITH (4) #8 SCREWS, " AND THE CONNECTION OF THE GABLE TRUSS TO THESE SUPPORTS. 2. THE DESIGN OF THE GABLE END TRUSS IS BASED ON THE GRAVITY LOADS SHOWN IN THE TITLE BLOCK BELOW ALONG WITH THE FOLLOWING WIND LOAD CRITERIA: WIND SPEED = 110 MPH (49 m/s) AND 80 MPH (36 m/s) MEAN HEIGHT = 15' (4572mm) ENCLOSED sf 3625162-33 BLOCK ASCE 7-93, 1 = 1.05, EXPOSURE C COPED AND BENT COMPONENTS AND CLADDING LOADING L 45' r362S 2-33 3. ATTACH THE STUDS TO THE TOP AND BOTTOM TRACK WITH (2) #10 SELF DRILLING AND SELF TAPPING SHEET METAL SCREWS. L 4. GABLE STUDS ARE ASSUMED TO BE FULLY BRACED, BY SHEATHING, ALONG THEIR 2 ' ENTIRE LENGTH FOR IN-TRUSS-PLANE BUCKLING, SHEATHING AND ITS CONNECTION TO THE GABLE TRUSS IS TO BE DESIGNED BY THE BUILDING DESIGNER. (2) #8 SCREW BLOCK 5. ALL MATERIAL IS UNIMAST AS SHOWN OR EQUAL. TO TRUSS EACH END 6. INTENDED FOR USE WITH ALPINE TrusSteel TRUSSES ONLY. M ►.! LAP TO GABLE END STUD 7. METRIC UNITS: TOP CHORD LIVE LOAD IS 1.92 kN/m2, TOP CHORD DEAD LOAD IS 4'-0" MAXIMUM SPACING WITH (4) 48 SCREWS, * 0.48 kN/m2, BOTTOM CHORD DEAD LOAD IS 0.48 kN/m2 AND TOTAL LOAD IS 2.88 kN/m2. --- * USE 5) #10 SCREWS IF 1 1 0 MPH (49 m/s) WIND AND ------ -------------------._.-----------------------------------------------------------------------�-.--- 24" (610mm) STUD SPACING, i 6005162-33 STUD MAXIMUM M LENGTH -- -- ---------------- ---- -.�. ---- ------ — --- ------ -� { ' STUD WIND DEFLECTION CRITERIA SPACING SPEED (ml ) MPH m s L/1$0 L/240 L/360 , DOUBLED STUD CROSS SECTION I STRONG TRACK IS ! 24 110 (49) 8'9" (2667mm) 8'9" (2667mm) 8'9" (2667mm) AXIS -- -- ... ...-----...-. -- —------..-... ----------_ - _..--...._--..-_----- _.-._ .,_ 6007125-33 600S162-33 STUD LATERALLY (61Omm) 80 (36) 12'0" (3658mm) 12'0" (3658mm) 11'1" (3378mm) j ARE PLACED BACK - ---- TO BACK, UNBRACED 16•+ 110 (49) 10'9" (3277mm) 10'9" (3277mm) 10'3" (3124mm) E7 SINGLE - STUD (406mm) 80 (36) 14'9" (4496mm) 14'8" (4420mm) 12'8" (3861 mm) 24++ 110 (49) 13'10" (4216mm) 13'10" (4216mm) 13'10STUD " (4216mm) ANGLE SPACING If `� \ BRACED (61 0-m) 80 (36) 17'7" (5359mm) 17'7" (5359mm) 17'7" (5359mm) SINGLE 16" 110 (49) 16'1" (4902mm) 16'1" (4902mm) 16'1" (4902mm) STUD i I (406mm) 80 (36) 20'9 (6325mm) 20'9" (6325mm) 20'9_' (6325mm) _ H _----.-.. -... ��„ I STRONG - Z4" 110 (49) 12 5" (3785mm) 12'5" (3785mm) 11'3" (3429mm) AXIS LATERALLY (61 O-m) 80 (36) 17'0" (5182mm) 16'0" (4877mm) 13'1 1" (4242mm) UNBRACED 16++ 110 (49) 15'2" (4623mm) 14'9" (4496mm) 12'11" (3937mm) DOUBLED STUDS (406mm) 80 (36) 20'2" (61 d7mm) 18'3"t�(5563mm) 16'0" (4877mm) "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING TC LL 40.0 PSF TRUSSTEEL DETAIL INSTALLING AND BRACING. ,ATTACHED STRUCTURAL PANELS UNLSSS AND OBOTTOMIS CHORD STHALLTOP HAVE HA RPROPER Y ATTACHED D SHALL HAVE PROPERLY TC DL 10.0 PSF DATE 09/02102 CEILING. BC DL 10.0 PSF DRWG TS014 7 ALPINE "*IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO ,lay 13 •o BC LL 0.0 PSF —ENG REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND TRUSSTEEL DIVISION PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE mamel MU eZ TOT. LD. 60.0 PSF ALPINE ENGINEERED PRODUCTS, INC. RESPONSIBILITY Of OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE POMPANO BEACH, FLORIDA FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING. SHIPPING, INSTALLING, AND BRACING OF No.47182 SEE NOTE 7 FOR TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS pEPICTED HFRE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I METRIC UNITS CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:- IMPORTANT ATE:IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND 1N ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. iLL THOMPSON ELECT= CO«, INC. P. 0. BAX 50398 EA H FL 32240.0398 E ECTRICAL FIRM: MASTER ELEqfJICIA&K19NATURE NIE z� ADDRESS: /5!�.e FD BOX } *DG.SIZE BETWEEN: ISS.( 1 APT,( 1 COMM.!X PUBLIC 1 i INDUS.1 ) NEW( 1 OLD ( 1 REW. ( 1 AIDITION I 1 TRAILER ( 1 TEMP.( 1 SIGNS ( 1 SO. FT. SERVICE: NEW( ) INCREASE ( 1 REPAIR( 1 FEE goNDUCTOR SIZE AMPS COPPER ( ALUM. 1 ITCH OR BREAKER AMPS PH W VOLT RACEWAY IST.SERV.SIZE /J-Q AMPS PH 17 W !✓VOLT RACEWAY FIEEDERS NO. SIZE NO. SIZE NO. SIZE LIIGHTING OUTLETS CONCEALED OPEN TOTAL CEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 91.100 AMPS. WITCHES I DESCENT %UORESCENT&'M.V. . FIXED 0.100 AMPS. OVER pLtANcES BELL TRANSF. R H.P.RATING H.P.RATING (;VNOITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT F. s 0.1 DY1S MOTORS H P. VOLTAGE PHS NO. t M.P. VOLTAGE PHS MISCELLANEOUS ,t RANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. JKVA NIO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHES CH SIGN FORWARDED TOTAL FEES s Lj�.PARTMENT OF BUILDING 8552 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 114.75 T Date 4/2/87 i9 4116 1 A 4/02/0 645P nor,AC I j Valuation$ 25-280.00 Fee$ 114.75 4116 1 A 4/02/8 i1'nni This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. I This is to certify that Fred Mills 5 FJ#xM Lane } has permission to build room addition I i Classification Commercial Zone Owned by Fred )OVA*,L�'1 i Lot_ ______Block S/D f House No. 1495 MffMTt Road kAccording to approved plans which are part of this permit i NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE 40 4——► O Building material, rubbish and debris Z from this work must not be placed in public space, and must be cleared up d hauled away by either con- ( tr to or owner r. uilding Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER Address• l q 1 Heated Square Footage `t @ $ ' '. per sq ft = $ 4),-") 14 6%• ' G� age;' 1ed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ r'>4C1 ---� - - Total a tion 1st $ Remainder Valuationer thousand or portion thereof --------------------------------------- ---- Total Building Fee ADDITIONAL PERMITS and/or FEES REQUIRED i + 2 Filing Fee $ Mechanical i Fireplaces @ 1.5.00 $ BUILDINGiPEP T FEE Pltmibing S Electric/New --------------------- -------------------------- Electric/Taiip Septic Tank BUILDING PERMIT $ /jt1, 7.5 Well WATER METER CHARGE, $ Stqurming Pool SEWER IMPACT FEE $ Sign WATER IMPACT FEE $ Water Connection MISCELLANEOUS $ Sewer Connection $ Water Meter $ Elevation Certificate ' r GRAND TOTAL DUE $ Z f 4 17) ----------------------------------------------------------------------------------------------- CALCULATIONS and/or NCITES CITY OF'ATLWIC BEACH APPLICATION TO MAKE ADDITIONS OR ALMWIONS Owner 41—,Led, /t ed , ,` < Address S�, / G r ��ivC. Phrn,1a?�6 . Architect Address Phone Contractor z L D zre-q(- Address Phone Contractors License/Certification Numbers Expiration Date ' Property Address zoning Lot Blcok or Unit Subdivision Valuation of Construction $ y4 Type of Construction < i` cRtrY-- Describe Work to be Performed �'x Materials to be Used Present Use of Building Proposed Use of Building � Flood Zone Al- Dimensions of New Area: HEATED r X GARAGE OR STORAGE CARPORT OR PORCH LECK PATIO YES NO NUMBER Will there be an increase in number ,of units? Will there be a decrease in number of units? Any additional plumbing fixtures? Any,.new fireplaces? SUBMIT W COMPLETE SETS OF PLANS INCLUDING SITE PLAN Signature U Date Signature CONTRACMR Date ��1�7 Ilk j 71a (D' 7) Fob ,{'a°F L.);?,f 4 /BOG/ t9/^` L 1N 7 FC- 2 - - LJn7FL i APPROVED CITY OF tTt.l tTjU BEACH BUILDING OFFICE IT 'L/"t,71- f f i� f { I , f}ArC/fCkR Al P'O.L_rf c � y 2 Abi f GlTY�F p;R,O ti F r rl I rj° i -----� - T, 7o1-7 LIA,7L 3 MIN. RETUM PHONE NOTICE OF COMMENCEMENT (PREPARE IN DUPUCATE) Permit No. Tax Folio No. /7/- State 7/-State of FI r 1 .I County of DI,( m U') To whom it may concern: W The undersigned hereby informs you that improvements will be made to certain real property, and in m accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF to COMMENCEMENT. COMMENCEMENT. Legal description of property being imraval oved: rfi t)O N 0 a CoAr do 0 Vq Vq Address of property being improved: 105 MM,eOLr M. M• 1 Q,T Gi " l h C l -F1 0 0 General description of improvements: ktr a-h on c, Owner r' fQ �� — rl Addres 6 ��� Y N. CJ i 11 t J Owner's interest in site of the improvementF' S l n P Fee Simple Titleholder(if other than owner) Name Address Contracto w ✓L t('L1 Cfi1 �eY V Address --3 r e-rf Phone No,-(,IFax No. OID4) 744- 277 Surety(if any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documentsy be served: Name A Address Phone No. Fax No. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 71 .0 (2) (b), Florida Statutes. (Fill in at Owner's option). Name N Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): -HIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: 16331 Before-Mil this day of, .1003 in the Page: 53 County of Duval,State of Florida, has personally appeared Filed I Recorded 41LER 11:49:12 AM y q p� �.P�j.41,141 JIM FULLER � C�IRCU , IT COURT Notary Public at Large, State of Florida, County of Duval RECORDING $ 5.04 My commission expires: TRUST FUND i 1.04 Personally Known or Produced Identification fY 'v .4 CIC-40 367n 7 _.: MY COMMISSION a. March 6,2006 5?• 'o?' BONDED TNRU TROY FAIN INSURANCE,INC J, �s/ti.,,•, No TA.PY Jan 15 03 03: 23a Information Systems 247-5845 P. 2 r c rl �2rt a� City of Atlantic Beach 800 Seminole Road •Atlantic Beach, loridY.t _445 _.. -- Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci. alxtt b ach.fi.us BUILDING PERMIT APPLICATION (I7QR NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVINC OR DEMOLITION) JOR ADDRESS !"'t" �^ R`-r pe Fe J.Ar DATE OWNERS NAME T-_1< ADDRESS 35.3 G fs)(J E IC M�C(r 41J r=L PHONE: 7 4= tsc.'a 4;rrACE) J LEGAL DESCRIP'T'ION: IMOCK NUMUR_- _ -- - LOT NUMBER ZONING DISTRICT / CONTRACTOR lM t0 COtl5aQU CrA lftt4 SW_TA(STATE LICENSE NUMBERte�:(x•C d5 9q 'j_ ADDRESS r 33 G S§;K Y TS cy4(.4E PHON1+Jftg:$J_7 4 4 - n S O(0 CITY �'Q STA'T'E ZIP ZZ ! t FAX ( N ISN' DESCRIBE PROPOSED 115gE `�A�ND WURIE;TO BF. DONT Z.� � '_(% _2' S A�(OF _�._'*. wL b C66,; PRYSEK17(ISE OF LAND OR"U11.D1NG(S) VALUA'T'ION OF PROPOSEV CONSTRUCTION t'f C-) Is this an addition! .__1 0 ]f yes, what are the dimensions of the added space: lcat by _ feet Will the added arca be heated and cuuled! Ncw cloctrical or increase in scNlcc? New plumbing Fixtures?_tJ o - _ Ncw fireplace? _New heating/air couditiuning! A) Is approval or Romeowner's Association or other private entity required? if yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MAO, OR THE REMOVAL O ANY TREES" �j NO. Applicant certifies thyt uo ehanAt in site grade or rill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. KNO. Applicant certifies that no tree will be removed for this project. ft YES. Removal of Protected Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all inforrn-ation as appropriate.) STFP I_ Vcrify zoning dcsignntion and proper setbacks for the p>rormsed cur»truction. If you arc unsure of this information,please contact the Planning anti Zoning Department ut 904-247-5820. In order to urm:cily verify•renin,dcsignation, phase bavc Property Appraiser's Real Estate Number available. 11/27/02 Jan 15 03 08: 29a Information Systems 247-5845 p, 3 STET'2. Contact the City of Atlantic beach Department of Public Works to dotermine if a pr:-con druetion or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper lane,Atlantic Beach,FL 32233 Telephone:(904)247-SS34 SCEP J. Please submit Energy Code Forms,Notice of Cornmcncement,Owncr/Contractor Affidavit if owner is contractor,and four(4)complete sets ofconstruction plans to the building Department, whieh is located tat the Atlantic Beach City (tall, 300 Seminole Ruaul, Atlantic beach,Fl. 32233 Tcicpbonc:(904)247-5820 in addition to construction anti engineering detail, plans must contain the following in1brmatiun as appropriate li)r the type of work being performed. Scale ofdrawings shuuld be sutlicicnt to dupla all required information in a clear and legible manner. L Current survey showing The property boundary with hearings and distances and the legal description. 2. Location of all structures,temporary and permanent, including setbacks,building height, number of stories and square foulage. Identify any existing stnletures and uses_ 3. Existing and/or proposed driveways, 4. If required by the Department of Public Works,a prc-construction topographical survey. S. Any significant environtnental features,including any jurisdictional wetlands,CCCL,natural water bodies. G. Impervious Surfacc arra calculations. (Swimrning poufx may be excluded from total Impervious Surface.) 7. Ocher information as may be appropriate for individual applications. I IIEREBY CERTIFY THAT ALL INFORMAT )N PROVIDED WIT TIHS APPLICATION IS CORRECT. SIGNATURE OF OWNER_ 1.7 _ DATE 1 11CRE11W C:ERTIVY TIIAT I HAVE READ ANIS EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE' AND CORRECT'. ALL rROVISiONS OF THE LAWS AND ORDINANCES GOVERNING THIS 7'Y1'E OF WORD WILL liF. COMPLIED W1TI1, WII011IER SPECIFIED IIi,.RLIN OR NOT. TIIE GRANTING OF A PERMIT DOGS NOT PRESUME, TO(AVE AUTHORITY TO VIOLATE OR CANCF,I.TILE PROVISIONS OF ANY FEDERAL,STATE Olt LOCAL,RiFLES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INC-1XDIN(:-1-I1l:GOVERNING OF CONSTRUCTION OR T1117, PERFORMANCE OF C'ONSTRUCT1UN Ore T11E PRC)PER'1'Y. I UNDERSTAND T RAT"ITIE ISSUANCE OF TI IIS PERMIT IS CONTINGENT UPON TI ABOVE INFORMATION 3EINC TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA IIAVr RRLN OR SIIALL BE PROVIDED AS REQUIRED. SiCNATURE Of CONTRACTOR DATE ADDRESS AND CONTACT 1NF TION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING T111S APPLICATION (PLEASE PRINT) NAME J=r2r—,b L,A.c.i DA-T % T J2/»►O �NS�2u�7'1 �t� ��U t C"� ,� MA1r.INC',ADDRESS s 'Tig R t TAX L 32 z/ C' T- I�uoNF:��dt� L�...�5pp FAx(,g041 144-2770 E-MAIL. SWORN AND SUBSCRIBED BEFORE ME THIS _�/ .---- DAY OF ti STA'T'E OF FLORIDA,COUNTY OF DUVA,L NOTARY'S SIGNATURE AS TO OWNER: 9/f Personally knowu ❑ Produced identification Type of identification produced UAI`y Public,State!"O'ida AS TU CONTRACTOR: Personally known y Ct)MM% . exp. � 4, 2006 ❑ Produced identification N0. DO 153017 Type of identification produced 11/27/02 '__ . S JIj f� CITY OF ATLANTIC BEACH s J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 F• ..••:�X531�`' Application Number . . 03-00025861 Date 4/10/03 Property Address . . . . . . 1495 MAYPORT RD Tenant nbr, name . . . . . . IRR SPRINKLER Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---------------------- -- ------------------------ PLUMB-PAL, INC. 1728 SABEL PALM JAX BEACH FL 32250 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. a� BUILDING OFFICIAL CITY OF ATLANTIC BEACH "` yr PLUMBING PERMIT APPLICATION Date: / Job Address: ZT �3 2424 4�2 Owner of Property: i S Telephone: Y 3Z Z" 3 3 Plumbing Contractor: �z� s�a � � L Contractor's Address: , Telephone: Y) Z V G - S � Fax: �o y� Y o c e' State License Number: <Z F C 0 5- 7 Y— How many of the following fixtures (re-piped or new): Sinks Showers Water Lavatory Water Heaters Hose Bib Bathtubs Dishwashers Sewer Urinals Disposals Other Closets Washing Machine Shower Pans Floor Drains Re-Pipe (List fixtures being re-piped) Lq z�y y KsS Total Fixtures: x $7.00 + $35.00 = (Minimum Permit Fee: $35.00) Signature of Contractor: u Installation of plumbing and fixt es must be Na Wrdance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845 - http://www.ci.atiantic-beach.fLus O-..:..-.i 111 A IAI Jan 15 03 09: 29a Information Systems 247-5845 p• 4 NEW IMPERVIOUS SURFACE REGULATIONS On January 01, 2002, the City of Atlantic Beach enacted new regulations limitvag the amount of Impervious Surface that can be developed on property. Within all residential Zoning Districts, the maximum amount of Impervious Surface area allowed is fifty percent (50%). Within all commercial and industrial Zoning Districts, the maximum amount of Impervious Surface area allowed is seventy percent (70%). The Zoning regulations define Impervious Surface as follows: Impervious Surface shall mean those surfaces that prevent the entry of water into the soil. Common Impervious Surfaces include, but are not limited to, rooftops, sidewa&s, patio areas, driveways, parking Lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. food decking elevated two or more inches above grade shall not be considered impervious provided that the ground surface beneath the decking is not impervious. Pervious areas beneath roof or balcony overhangs that are subject to inundation by stormwater and which allow the percolation of that stormwater shall riot be considered impervious areas. Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rain water, however, decking around a pool may be considered impervious depending upon materials used. Information verifying Impervious Surface must be provided prior to issuance of Building Permits whenever new coustruction, including building renovations or additions, new driveways, decks or porches involves anv increase in impervious Surface area_ Jan 15 03 09: 308 Information Systems 247-58 .6 P. 8 TREE PROTECTION PROPERTY LINE PR!V ATE; PROTECTED tREE3'0.00' ' D 8 OR MORE 1 J 7.50' PRIVATE ( I ) PROTECTED I 1 ' . TREE I I . I PRIVATE PROTECTED TREEPROPERTY EINE: 1 � • Io 0 I D B H OF 20' OR MORE I m o } ' PROPERTY ,� E (D B H OF 10' OR.mORE IN LINE O I COMMERCIAL k INDUSTRIAL PRIVATc =,I I PROPERTY) I PROTECTED nol ) TREE . 7.50' ?Cj PRIVATE PROTECTED TREE r D8 H C1F-6- OR MORE PROPERTY 20.00' UNEC* PROPERTY LINE SIDE W ALK _SIDEWALK PUBLIC PROTECTED TREE Y D8Hor6' ORMORE (PUBLIC STREET) (PUBUC STREET) A. PRIVATE PROTECTED TREE " I. ANY TREE WITH A D 8 H OF; SIX (6) INCHES-'QR MORE:K,OCATEO ON ANY LOT 1MTMIN TWENTY (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR UORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY•LIN£ AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10" FOR comwER- 0AI..& INDUSTRIAL PROPERTY) GG 2. .ANY CHAMPION TREE 50 DE5ICNATEO BY THE FLORIDA DIVISION OF FORESTRY CI'PARTMENT OF AGRICULTURE_ - 8. PUBLIC PROTECTED .TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER .WITHIN CITY RIGHT-OF-WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A SPECIIAEN TREE:.