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Home My WebLink AboutTRUSS PAPERWORK!,, = A-1 ROOF TRUSSES AFLORIDACORPORATION RE: Job 77930 Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3 These truss designs rely on lumber values established by others. Site Information: Customer Info: COLE CONSTRUCTION Project Name: CLARK RESIDENCE Lot/Block: Model: Address: TBD PULITZER ROAD, FORT PIERCE, FL 34945ision: City: County: Martin Name Address and License # of Structural Engineer of Record, If there is one, Name: License #: Address: City: A-1 Roof Trusses 4451 St Lucie Blvd REtffftV 3asas NOV ? 9 T9 ST, Lucie SWtey Ptcrmitting or the building. SCANNED BY St. Lucie County General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC 2017 RES / Design Program: Alpine Engineered Products Wind Code: ASCE 7-10 Wind Speed: 160 Roof Load: 45.0 psf Floor Load: 0.0 psf This package includes 75 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seq # Truss Name Date No. Seq # Truss Name Date No. Seq # Truss Name Date 1 3109 A01 10/4119 13 3121 A13 1014/19 25 2613 B01 10/4/19 2 3419 A02 10/4119 14 3122 A14 1014119 26 3134 B02 10/4/19 3 3416 A03 10/4119 15 3123 A15 10/4119 27 3135 B03 10/4/19 4 3413 A04 10/4/19 16 3124 A16 10/4/19 28 3136 B04 10/4/19 5 3113 A05 10/4/19 17 3125 A17 10/4/19 29 3137 B05 10/4/19 6 3114 A06 10/4119 18 3126 A18 10/4119 30 3138 C01 10/4/19 7 3115 A07 1014/19 19 3127 A19 1014/19 31 3425 CO2 10/4/19 8 3116 A08 1014/19 20 3422 A20 10/4119 32 3140 CO3 1014/19 9 3117 A09 1014/19 21 3194 A21 10/4119 33 3141 C04 1014/19 10 3118 A10 10/4/19 22 2692 A22 10/4/19 34 2628 C05 10/4/19 11 3119 All 10/4119 23, 3131 A23 1014/19 35 2622 C06 10/4/19 12 13120 1 Al2 10/4/19 24 3434 A24 10/4/19 1136 13144 CA 1 10/4119 ne cross drawing(s) rererenceo rsg reenrg, Inc. under mydnectsupervlsion based on the parameters provided byA-1 Roof Trusses, Ltd. NOTE:The seal on these drawings indicate acceptance of professional engineering nsponsibTnysoleyforthetruss components shown. The suitability and use of components foranyparticularbu0dbrg is the responsibility of the building dgsigner, perANStrrPI-1 Sec 2 The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the construction documents (also referred to attires as'Structural Engineering Docomentsl provided by the Building Designor lndkating the nature and characterofthe work. Tire design criteria therein have been transferred to the Truss Design Engineerby [Al RoofTmsses or specific location]. These TDDs (also referred to attires as'Structural Delegated Engineering Documental are specialty structural component designs and maybe part of the projects deterred or phased submittals. As aTrims Design Engineer(le, Specialty Engineer), the seal here and on the TDD represents an acceptance of professional engineering responslbirdyforthe design of the single Truss depicted on the TDD only. The Building Designeris responsible forand shall coordinate and review the TDDs for compabbTitywith theirwritten engineering requirements. Please review allTDDs and all related notes. �E...E No.62809" STATE OF Truss Design Engineer's License renewal data �! 11 I i I 1 1O forthe state of Florida is February28,D21 SERIAL# 5f0549B2f500e8feb 19a64ef Page 1 of 2 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job 77930 No,_ Seq# Truss -lame ate— -No— Seq #- —Truss Name-- —Date- 37 3145 CJ3 10/4/19 75 3183 VM07 10/4119 38 3146 CJ3P 10/4119 76 STDL01 STD. DETAIL 10/4119 39 3147 CJ5 10/4/19 77 STDL02 STD. DETAIL 10/4119 40 3148 CJ5C 10/4119 78 STDL03 STD. DETAIL 10/4/19 41 3149 CJ5P 1014/19 79 STDL04 STD. DETAIL 1014119 42 2631 DOI 10/4/19 80 STDL05 STD. DETAIL 10/4119 43 3151 D02 10/4/19 81 STDL06 STD. DETAIL 1014/19 44 3152 D03 10/4/19 82 STDL07 STD. DETAIL 10/4119 45 3153 HJ5P 10/4/19 83 STDL08 STD. DETAIL 1014/19 46 3154 HJ7 10/4/19 84 STDL09 STD. DETAIL 10/4/19 47 3155 HJ7C 10/4119 85 STDL10 STD. DETAIL 1014119 48 12625 1 HJ7H 10/4/19 86 STDL11 STD. DETAIL 10/4/19 49 2616 J5 10/4119 87 STDL12 STD. DETAIL 1014/19 50 3158 J7 10/4/19 88 STDL13 STD. DETAIL 1014119 51 3428 J7A 10/4119 89 STDL14 STD. DETAIL 1014/19 52 3431 J713 10/4119 90 STDL15 STD. DETAIL 10/4/19 53 3161 J7C 10/4/19 91 STDL16 STD. DETAIL 1014/19 54 3162 J7D 10/4119 55 13163 1 J7E 10/4/19 56 3164 J7G 10/4/19 57 2619 J7H 10/4119 58 3166 J7P 10/4/19 59 3167 PBOI 10/4/19 60 3168 PB02 1014/19 61 3169 PBO3 1014/19 62 13170 1 Vol 1014/19 63 3171 V02 1014/19 64 3172 V03 10/4/19 65 3173 VO4 10/4/19 66 3174 V05 10/4/19 67 3175 V06 10/4/19 68 3176 'V07 10/4119 69 13177 1. VM01 10/4/19 70 3178 VM02 10/4/19 71 3179 VM03 10/4/19 72 3180 VM04 10/4/19 73_ 3181 .., •. .—VMO5 1 10/4119 74- 3182 VM06 10/4/19 Page 2 of 2 Jm 90inl9p PE8 N � 69MVInp W31.13 R..Muw ... 16 19 Job 77930 Truss Truss Type A01 I HIPM Dry 1y I10/o4/2019 2 3109 243# 458#� 1411#+ 1 14W 132# 132fl+ 13Mf 1324+ t32#♦ 1321A+ 1121 13ip+ 132#♦ 132fF+ 13�#♦ 1326` 13�11�3gMa -T'e•6--I-aT 2,Y2 7T Y"72't 2'T Z t 2T Ir 2, 2' t 2'T.2, t 2'T T t Z T6_12 H-r 12 05X6 a4X6 e6X8 F1.5X4 -Ho308 v4X4 SEAT PLATE REG. SEAT PIATER I--Z-+ 40'8• �-3'11•8 i 1 4 6394 4 63# + 60#+ + 60014 + 601 + 60+ + 604 + 6a#+ + 6w+ + 14M led 63# 60 6W 60# 60# 11 60# 6" Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psi Spacing: 24.0' MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.27 ft Loc. from endwall: not in 13.01 GCpl: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 24001-2.0E Bot chord 2x4 SP 2400f--2.OE :B2 2x6 SP #2 Webs 2x4 SP 43 :Wt 2x6 SP 2400f-2.OE: :W2 2x4 SP 2400F2.OE: :W7 2x4 SP M-30: 08, W 12 2x4 SP #2: :W13 2x8 SP 2400f-1.8E: Code / Mill Criteria Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Vanes by Ld FT/RT:10(0)110(10) Plate Type(s): WAVE, HS Bracing (a) Continuous lateral restraint equally spaced on member. Nallnote Nail Schedule:0.131'x3', min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00' o.c. Webs : 1 Row @ 4' o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -(Lumber Our.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 74 plf at 0.00 to 74 plf at 7.00 TC: From 37 plf at 7.00 to 37 pit at 42.67 BC: From 20 plf at 0.00 to 20 pit at 7.03 A BC: From 10 plf at 7.03 to 10 pit at 42.67 TC: 243 Ito Conc. Load at 7.03 TC: 148 lb Conc. Load at 9.06,11.06.13.06.15.06 TC: 132 lb Conc. Load at 17.06,19.06,21.06,23.06 25.06,27.06,29.06,31.06,33.06,35.06,37.06,39.06 41.06.42.60 BC: 1481b Conc. Load at 7.03 BC: 63 lb Conc. Load at 9.06,11.06,13.06,15.06 BC: 60111 Conc. Load at 17.06,19.06,21.06,23.06 25.06,27.06,29.06,31.06,33.06,35.06,37.06,39.06 41.06,42.60 "WARNING" Deb/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): -0.684 G 707 36 sERT(CL): 0.750 G 645 24 HORZ(LL):-0.224 D - - HORZ(TL): 0.247 D - Creep Factor. 2.0 Max TC CSI: 0.557 Max BC CSI: 0.993 Max Web CSI: 0.931 Wgt 501.2lbs VIEW Ver. 19.01.00A.0618.15 Plating Notes All plates are 1.5X3 except as noted. Pudins In lieu of structural panels or rigid ceiling use pudins to laterally times chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.00 42.67 BC 49 0.00 3.81 BC 62 3.81 15.69 BC 69 15.69 42.67 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. ally Engineer and Truss ManufacWrer, unless cNenNse defined by sCoal act ,r or Truss System Fi,gineerofenybuln` AA d_'! lama are asdefi. in AI R<nl Tntave-RnmM,uYim NIWv,4Ya,mua. hn,rvlmm. k oMUNMv51M,1 Nnw T 20 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ IR- !Rh /Rw /U /RL X 3201 /- /- /- 12860 /- Y 3048 I- /- /- /3106 /- Wind reactions based on MWFRS X Brg Width = 8.0 Min Req = 1.6 Y Big Width = 8.0 Min Req = 1.5 Bearings X & Y are a rigid surface. Bearings X & Y require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 207 -174 F - G 5324 -5467 B - C 2521 -2793 G - H 3959 -3942 C - D 2626 -2778 H -1 3959 -3942 D - E 2399 -2540 I - J 3959 -3942 E - F 5374 -5524 J - K 2618 -2599 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-X 133 -152 S-R 0 0 X-W 59 -55 R-P 132 -145 B - V 2396 -2253 P - O 4019 -3972 W- U 0 0 O- N 2680 -2703 V - T 2458 -2310 N - M 2680 -2703 T - Q 4061 -3953 M - L 88 -86 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp X - B 1628 -1753 Q - G 1859 -1739 V-W 133 -114 P-G 1397 -1400 C-T 90 -50 G-O 14 -85 D-T 961 -769 O-J 1398 -1392 T-E 1870-1831 H-0 454 -405 E - Q 1650 -1599 J - M 1070 -1021 F-Q 155 -128 M-K 2772 -2796 Q-R 15 -3 K-L 1474 -1424 Q-P 4124 -4061 form. a. unless oil slaw on Me TOO, only Alpine 3 napresenne an acceptance of Me prafesslonal engineers suirability and use of this Truss for any Building is Me uldeand TPI-1. Theepp.o aIdNe MI)and.nyfield W. All nail set out In be Me antl Me practices and TPI-1 definss Me respansiblG6ss end ddes of Me Truss i dv .The specially Engineer is NOT Me YmIBPNbp PE6$&9 W,qM Nwm Faq.uslq W91B15 WthLW'e Bh4 tt PWm,fLNeK eM: 16SY3019 RmfTnu- aop buss IWas type 77930 A02 HIPM ty I Ply 110/04 2019 3419 1 j 1T 75# T5W - -4-X� 5S1.13--� 111.5X4 6 p (a) C Zz 05OtiOQ;E� NVAa)wg m a) T-3X6(Bi)A 3 ss R DO VwS rut' B3 N M L 84 1I M4X6 31.5X3 a7X8 aa1-10308 z4X4 m4X6(R) SEAT PLATE REG. SEATPLATE REQ F 2' j 40'8' �3'11'B 11'4- 1F ry 2Ti-8 f 47V Loading Criteria fist) Wind Criteria Code / Misc Criteria Deg/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl LMI Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.197 F 999 360 LOG R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Varies by Ld C %q=RT(CL): 0.464 F 999 240 W 2123 /- /- /1461 /920 /347 BCDL: 10.00 Risk Category: ll FT/RT:10(0)/10(10) HORZ(LL):-0.120 K - - X 1934 /- /- /1057 /892 /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.252 K - - Des Ld: 45.00 Wind reactions based on MWFRS Mean Height: 25.00 It WAVE, HS Creep Factor. 2.0 W Brg WItlti1= 8.0 Min Req = 2.5 NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.847 X Brg Width = 8.0 Min Req = 1.6 Load Duration: 1.25 BCDL: 5.0 psf Bearings W & X are a rigid surface. Spacing: 24.0 " MWFRS Parallel Dist 0 to h/2 - Max BC CSI: 0.996 Bearings W & X require a seat plate. C&C Dist a: 4.27 ft Max Web CSI: 0.921 Loc. from not in 6.50 Maximum Top Chord Forces Per Ply (Ibs) pi: 0.18wall: Wgt: 260.4 lbs GCpi: 0.18 Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 VIEW Ver. 19.01.00A0618.15 A-B 238 -234 F-G 1884 -3357 Lumber 8 - C 2242 -2998 G - H 1884 -3357 Top chord2x4SP SP #2: C - D 1752 -3160 H -1 1382 -2681 got chord 2x4 SP #22:B:T22x4 2x4 SP M-30: D-E 2144-3659 I-J 0 0 :B4 2x4 SP 2400f-2.OE: E: E - F 2134 -3643 Webs 2x4 SP #3 :W1 2X6 SP #2: :W2, W9 2x4 SP #2: Maximum.Bot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a) Continuous lateral restraint equally spaced on member. A- V 246 -211 Q - P 0 0 V-U 56 -59 P-N 92 -51 Plating Notes U- S 0 0 N- M 3056 -1707 All plates are 3X4 except as noted. T - R 2816 -2419 M - L 3056 -1707 R - O 2724 -1700 L - K 2069 -1131 Purling In lieu of structural panels or rigid ceiling use putting Maximum Web Forces Per Ply (Ibs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 .6 B - V 1249 -1750 O - P 93 0 BC 49 0.00 15.69 B-T 2910-2131 0-F 339 -298 BC 73 15.69 42.67 V - T 65 -409 O - N 3343 -1881 Apply puffins to any chords above or below fillers T - U 39 -19 F - N 587 -712 at 24" OC unless shown otherwise above. T -C 190 -506 N - H 394 -227 C-R 736 -243 H-L 62B -882 Leading D-R 150 -21 L-I 1181 -484 Truss passed check for 20 psf additional bottom chord live load in areas with D - O 1306 -685 I - K 1443 -2640 42"-high z 24"-wide clearance. E - O 283 -326 J - K 202 -212, Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. - -WARNING- Please thoroughly review the -A-1 ROOF TRUSSES('SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER("BUYER') ACKNOWLEDGMENT' form. Vedy design parameters and read notes on this Tress Design Deming (Too) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only More mmieour Plates shell W used for Me TDD to be yes. As a Truss Design Engineering O.e. Specialty Engineer), the seal an any TDD represen5 an acreptanea of Me professional engineedn responsibilttyfor the design of the single Truss depicted on the Too only, under TPl-1. The design assumptions, loading mndidons; suitability and use oMis Truss for any Buildingisthe a 1113wsPEeeem responsibility ofthe Owner, the Owners authorized agent orthe Building Designer, in the extend of the lRC, Me IBC, local building rude and TPl-1. The approval d Mo TDD and any field t*+ev xouve Eumrmu cnsrms useof Mo Tmss, inducting handling, storage, installation and beading shaft bedie ne,ensibiliy of Me Building DesignermWContaxor. Mnotessatoulintha TDDandthepracwsandIS'Lmeaiw. reRse'a guidelnes&Me Building Com onentsafe yInfoemagon (BSCI) pubishetlbyTPI and SBCAare referenced forgenemlguidace. TPI-1 tlefinesthessonsbilges and duties es oftheTmss odetorde Designer, Specialty Engineer and Tmss Manufacturer, uNess othermse defined by a Contrect agreed upon in said, by all partles involved. The Speala ty Engineer is NOT the Wilding Designer o-Tmss System Engeserofany bolding. AlcaPltalizetlrereissaisideNretlin TPl-1. C v,wM9]Infi A-1 RmfTnxw.a_Rwmliviim Nthw Mamwni Nvmfmm.uvmrtirvrM u#kuntru. wntlnn wmictlm NA-1 Rmf inxuc Job Truss Truss Type Oty Ply 10/04/2019 77930 A03 HIPM 1 1 u . TS# Tf1+ 33'G3 t 5 d'- Ix I 29'r In Loading Criteria (pan TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " SEAT PLATE RED. SEAT PIJkM REQ. I- T 40'8' �- 3-11.81F 11'4' i 4T8' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to In C&C Dist a: 4.27 It Loc. from endwall: not in 13.01 GCpi: 0.18 Wind Durafion: 1.60 Top chord 2x4 SP #2 :T3 2x4 SP M-30: Bot chord 2x4 SP M-30 :Bl 2x4 SP #2: :84 2x4 SP 2400f-2.0E: Webs 2x4 SP #3 :W1 2x6 SP 42: :W10 2x4 SP #2: Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld FTIRT:10(0)/10(10) Plate Type(s): WAVE, HS Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes' All plates are 3X4 except as noted. Purlins In lieu of slmctural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.00 42.67 BC 49 0.00 3.77 BC 73 3.77 15.69 BC 82 15.69 42.67 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading k Truss passed check for 20 psf additional bottom chord live load in areas with 42%high x 24' wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. rem.the"A-1 ROOFTRUSSES shall be used for the TDD to be valid. Asa Deft/CSI Criteria PP Deflection in Ioc L/de0 L/# VERT(LL): 0.153 G 999 36 €tRT(CL): 0.355 G 999 24 HORZ(LL): 0.086 L - - HORZ(TL): 0.208 L - - Creep Factor. 2.0 Max TC CSI: 0.764 Max BC CSI: 0.981 Max Web CSI: 0.990 Wgt: 275.8lbs VIEW Ver. 19.01.00A.0618.15 GENERAL TERMS and CONDI salty Engineer reference sheet . SoetialN Enainee0. the esel on Jrepresentsanai suitability and use wdeand TPl-1. T 3416 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw I U / RL X 2123 /- /- 11492 1786 /374 Y 1982 /- !- /1071 1848 /- Wind reactions based on MWFRS X Brg Width = 8.0 Min Req = 2.5 Y Brg Width = 8.0 Min Req = 1.6 Bearings X & Y are a rigid surface. Bearings X & Y require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 233 -230 F - G 1813 -2985 B - C 1954 -2658 G - H 1641 -2855 C-D 20M-2798 H-1 1641 -2855 D - E 1697 -2964 I - J 1195 -2340 E-F 1818-2995 J-K 0 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-W 236 -191 R-Q 0 0 W-V 49 -63 Q-O 75 -38 V-T 0 0 O-N 2655 -1477 U - S 2834 -1966 N - M 2655 -1477 S - P 2576 -1601 M - L 1801 -976 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp B- W 1302 -1759 P- Q 92 0 B - U 2555 -1793 P - G 165 -220 W - U 62 -499 P - O 2845 -1645 C-U 211 -234 G-O 556 -618 U-V 41 -20 O-I 362 -226 U-D' 212 -595 I-M 617 -847 D-S 460 -322 M-J 1178 -479 E - S 305 -60 J - L 1334 -2462 E-P 965 -574 K-L 201 -211 F - P 267 -287 LCMOVJLEDGMENr form. on the TDD. odv Nano RMTniuwa. ussrorany Buildingisthe . .Dow Pe. ralofth.TDDandar,feld H+apuwu Era" pusla+s TDD and Me practices and .1 et craw. it ltlee and dlRlBe Of the TN55 DN¢: I.. Jab 77930 Truss Truss Type Qty Ply 10/04/2019 3413 A04 I HIPS 11 1 T 1 -'a Loading Criteria (psq TCLL: 20.00 TCDL: 16.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NC13CU-: 10.00 Load Duration: 1.25 Spacing: 24.0 " 12 6 p r 1t' a3X4 =3X4-3Xe H I J K (a) (a) "TS as3X8 W1.5X6 B3E O N B4 V M 7X8 E4X4 ti3X6(R) 1 -&I1'8 I ii-e Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 pat BCDL: 5.0 pat MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.07 It Loc. from endwall: not in 13.0( GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 got chord 2x4 SP #2 :B3 2x4 SP M-30: :B4 2x4 SP 2400f--2.OE: Webs 2x4 SP #3 :W 1 2x6 SP #2: :W2 2x4 SP #2: Code / Mists Criteria Deft/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection In Ice Udefi L14 Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.143 H 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.334 H 999 241 X 2110 /- /- /1517 1772 /432 FT/RT:10(0)/10(10) HORZ(LL):-0.095 M - - Y 1883 /- I- /1091 /828 /- Plate Type(s): HORZ(TL): 0.217 M - - Wind reactions based on MWFRS WAVE Creep Factor. 2.0 X Brg Width = 8.0 Min Req = 2.5 Max TC CSI: 0.941 Y Big Width = 8.0 Min Req = 1.6 Max BC CSI: 0.983 Bearings X & Y are a rigid surface. Max Web Cal: 0.977 Maximum Top Chord Forces Per Ply (Ibs) t Chords Tens.Comp. Chords Tens. Comp. Wgt: 288.4 Ibs A-B 223 -222 G-H 1605 -2538 VIEW Ver. 19.01.00A.0618.15 B - C 2236 -3065 H -1 1472 -2479 C-D 176E-3239 I-J 1062 -1964 D-E 1780-3134 J-K 1062 -1964 E- F 2009 -3249 K- L 1 -1 F - G 1611 -2545 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates am 4X6 except as noted. Purlins In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.00 42.63 BC 49 0.00 3.86 8C 50 3.86 15.69 BC 88 15.69 42.67 Apply purling to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind -WARNING- Please thoroughly review Me -A-1 ROOF Vent' design parameters and read notes on this Truss Des'gn Di rnn.M-nlalne eFailA ,-A rnr Mn Tnrl rn F. veli.l A. I.. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-X 229 -183 S-R 0 0 X-W 69 -65 R-P 49 -35 W-U 0 0 P-O 2246 -1314 V-T 28M-2484 O-N 2246 -1314 T-Q 2472-1590 N-M 1477 -865 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp B- X 1293 -1762 Q- R 92 0 B-V 2904-2042 Q-H 144 -186 X-V 38 -559 Q-P 2486 -1474 V-W 35 -15 H-P 539 -556 V - C 65 -379 P -1 346 -233 C-T 622 -128 I-N 617 -823 E-T 467 -447 N-K 1192 -483 T-F 547 -486 K-M 1267 -2164 F-Q 710 -353 L-M )81 -216 G-Q 189 -131 and A-1 IMe IRC, Me IBC, local building code and TPI-1. The approval of Me MI is Building Designer and ContraGor. All notes set out in Me MD and Me ferenood for general guidance. TPI-1 defines the responsibllipes and du ad upon in wing by all parties inwlved. The S,adalty Engineer is NOT 1. rcnn mlon MA-1 RMTmcvx. Jm¢IBUm Msaus 4. H. 1 S,a mNp LA91B15 RFu KNU, Job Truss Truss Type City Ply 77930 A05 I HIPS 11 11 10/04/2019 3113 K A SEAT PLATE REQ. 2'4° —I e5X6 m3X4 m3X6 W4X4 =5X6 D E F G H Loading Criteria (psq Wind Criteria Code / Misc Criteria DefllCSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl L/# TCDL: 15.00 Speed: 160 mph TPI Std: 2014 VERT(LL): 0.124 N 999 361 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.281 N 999 24 BCDL: 10.00 Risk Category: II FT/RT:10(0)110(10) HORZ(LL): 0.040 J - - Des Ld: 45.00 EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.090 J Mean Height: 25.00 it WAVE, HS NCBCLL: 10.00 TCDL: 5.0 psf Creep Factor: 2.0 Load Duration: 1.25 BCDL: 5.0 psf Max TC CSI: 0.948 Spacing: 24.0 ° MWFRS Parallel Dist: h/2 to h Max BC CSI: 0.970 C&C Dist a: 4.07 ft Max Web CSI: 0.963 Loc. from endwall: not in 13.00 it Wgt: 263.2 Ibs GCpi:.0.18 VIEW Ver. 19.01.00A.0618.15 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 :T1, T2 2x4 SP M-30: Bot chard 2x4 SP M-30 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.00 38.33 BC 89 0.00 40.67 Apply pur ins to any chords above or below fillers at 24° OC unless shown otherwise above. Loading Truss passed check for 20 psi additional bottom chord live load in areas with 42"-high x 24%wide dearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. -WARNING- Vent' design poi to end CONDITIONS CUSTOMER ,. sheet before use. UNess oth. Me seal on env TDD re..s SEAT PLATE REO. ♦ Maximum Reactions (Ibs) Gravity Nan -Gravity Loc R+ /R- /Rh /Rw /U /RL Q 1913 /- /- 11298 /700 /363 R 1980 /- A /1094 /787 ! Wind reactions based on MWFRS Q Erg Width = 8.0 Min Req = 2.3 R Erg Width = 8.0 Min Req = 2.3 Bearings Q & R are a rigid surface. Bearings Q & R require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A - B 1413 -2959 E - F 1165 -2069 B - C 1671 -2971 F - G 1165 -2069 C - D 1706 -2956 G - H 392 -597 D-E 1368-2361 H-I 59 -38 Maximum Ent Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Comp Q - P 239 -483 M - L 2360 -1295 P - O 2225 -1287 L - K 1807 -982 O - N 2225 -1287 K - J 530 -269 N - M 2360 -1295 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-Q 10W-1866 E-L 454 -605 A-P 2526-1120 L-G 926 -300 B-P 591 -596 G-K 1062 -1881 P - D 592 -437 K - H 1697 -720 D-N 431 -67 H-J 1033 -2037 N-E 195 -94 I-J 107 -85 Tmss uv Rmr Tn.. JatlBMI�PE @0m KiW XupBE,gIrCCNp G91615 145161 Ltle BM, R Pb�m.R3aeM Oeie: t¢gbAt9 Job Truss Truss Type Qty Ply 10/04/2019 77930 I A06 I HIPS I 1 11 19'4' T 2 � v ae5x8 D 91.5x3 E aaM4-3X6 F G 1101.5X3 H C 1 (a) I {3x4B (a) (a) Tt (a) (a) a) `m� NT 11 �85X6Alsg� 93X6 1115X8(R) c1-10308 Bra N3X4 s5MX8 a 3 12 3114 -}-4'4- s5X6 \\ \\Jm1.5X4- BEAT PIATE REQ. SEAT PLATE RED. 40r Loading Criteria (pa0 Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0" MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.07 fit Loc. from endwall: not in 13.01 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 :T1 2x4 SP M-30: Bot chord 2x4 SP M-30 :B2, B4 2x4 SP #2 Webs 2x4 SP #3 Code I Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Bracing (a) Continuous lateral restraint equally spaced on member. Purllns In lieu of stmetuml panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 17.00 36.33 BC 65 0.00 22.51 BC 96 22.51 31.26 BC 113 31.26 40.38 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24'-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Please thoroughly review the -A-1 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP. Deflection In too Udefl L/# Gravity Non -Gravity VERT(LL): 0.124 N 999 360 Loc R+ / R- / Rh ! Rw / U / RL VERT(CL): 0.275 N 999 242 Q 1985 /- !- 11307 /692 /364 HORZ(LL): 0.059 K - - K 1974 !- /- 11089 /792 !- HORZ(TL): 0.131 K - - Wind reactions based on MWFRS Creep Factor. 2.0 Q Big Width = 8.0 Min Req = 2.3 Max TC CSI: 0.984 K Brg Width = 8.0 Min Req = 8.0 Max BC CSI: 0.990 Bearings Q & K are a rigid surface. Bearings Q & K require a seat plate. Max Web CSI: 0.965 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 288.4 lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 19.01.00A.0618.15 A-B 1400-3047 F-G 1191 -1901 B-C 1295-2488 G-H 1191 -1901 C-D 1331 -2449 H-1 1191 -1901 D-E 1293-2079 I-J 104 -65 E - F 1289 -2074 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q - P 306 -483 N - M 2%9 -1145 P - O 2624 -1527 M - L 2165 -1170 O - N 2524 -1527 L - K 850 -468 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-Q 994-1918 M-F 103 -79 A-P 2532-1073 F-L 241 -350 P-B 248 -98 H-L 338 -390 B-N 475 -638 L-I 1960 -998 D-N 561 -191 I-K 1185 -2101 D-M 176 -148 K-J 201 -156 E-M 291 -337 e' John. Ne TDD Only, under TPI-I. The design assumptions, leading conditions, suitability and use of this Truss for any Building is the dvtl aDwLm PE6Ra49 pr Me Building Designer in the canteet of the IRO, Me IBC, local building code and TPI-I. The approval of Me Me and ai %Idl wroexwx rnneenrodeshshs .d bracing shall be Ne responsibilityofthe Building DesigneraMConracier. Mnomoseteutethe TODandthepradcasand RaamUronsis ow, ISCb published by TPI and SBCA am referenadd for general guidance. TPI-1 definestheresponslbilwes and duteselthe Truss Doc, 1OWal assp ensedefinedbys Contrectagreaduponinwritingbyallpa minvolved. The specialty Engineer is NOT the M apralised terms are as defined In TPI-1. . Inxm fM k.... w rrurt.W .n mnnL4civi MM1 PMTnR[a[. Job Truss Truss Type 77930 A07 HIPS ty Ply 110/04/2019 1 3115 Loading Criteria (,n Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0" MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.07 ft Loc. fromendwall: not in 13.0( GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bol chord 2x4 SP M-30 Webs 2x4 SP #3 :W12 2x4 SP M-30: =T2 Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FTIRT:10(0)/10(10) Plate Type(s): WAVE Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 19.00 34.33 BC 80 0.00 22.51 BC 102 22.51 31.26 BC 113 31.26 40.38 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42" high x 24'-wide Gearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Aa a Tmss I Ion Ne= EPA DeB/CSI Criteria PP Deflection in loc L/defl LJ# VERT(LL): 0.116 M 999 36 VERT(CL): 0.260 M 999 24 HORZ(LL): 0.063 J - - HORZ(TL): 0.140 J - - Creep Factor: 2.0 Max TC CSI: 0.928 Max BC CSI: 0.992 Max Web CSI: 0.976 Wgt: 292.6 Ibs VIEW Ver. 19.01.00A.0618.15 s'4- SEAT PLATE REQ. i ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL P 1981 /- /- 11317 /690 1406 J 1964 A /- /1092 7789 /- Wind reactions based on MWFRS P Brg Width = 8.0 Min Req = 2.3 J Brg Width = 8.0 Min Req = 8.0 Bearings P & J are a rigid surface. Bearings P & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 197 -179 E - F 1207 -1827 B - C 1424 -2899 F - G 1097 -1650 C - D 1438 -7784 G - H 1097 -1650 D-E 1286-2253 H-1 149 -94 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P - O 2528 -1501 M - L 1925 -1027 O - N 2356 -1335 L - K 1949 -1043 N-M 2356-1335 K-J 1135 -590 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-P 274 -237 L-F 202 -153 P - B 1303 -2963 F - K 334 -474 B-O 295 -111 G-K 211 -210 O-D 394 -134 K-H 1682 -839 D-M 472 -663 H-J 1175 -2212 E-M 726 -293 J-1 285 -22B E-L 210 -313 form. KMblNuze ErgMcinp C.31615 d1519 Wtle MN. RRe1u 19.6 Ua¢: t6CLMt9 vwTmss Syzlem Eiglneer of any Wildi,. Ap rarytellzeE kmis are as Eefnea in TPI-f. M LnmlW WnwAMawYlanwmLLv4mof Lt R TnK Job Truss Truss Type Qty Ply 10/04/2019 3116 77930 A08 HIPS 1 1 21' 11'4- + 8'4� B5X8 a3X4 11.5Mab5X6 E F G H I m1.5X3 11 oU4D 6 � la)(a) - DTI 03X6 (a) (a) e) (a) 04X6 (a) (a) I (a) 01.SX4A (a) f 5 t n� 1111 B3 O L05 g6XG OPa 1$X6(R) e3%4(') N s3X4®5X6 d3 KS 12 SEATPIATEREQ, SEAT PLATE REQ_ 496' 225'2i VB-15 -I- 9415-� Loading Criteria (pan Wind Criteria Code I Misc Criteria DeDICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.124 D 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.275 D 999 243 R 2005 /- /- 11327 /693 1447 BCDL: 10.00 Risk Category: II FT/RT:10(Ov10(10) HORZ(LL): 0.064 K - - S 1975 /- /- /1095 1781 A EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.143 K - - Wind reactions based on MWFRS Des Ld: 45.00 Mean Height: 25.00 ft WAVE, HS Creep Factor. 20. R B Width = 8.0 Min Re 2A r9 q = NCBCLL: 10.00 TCDL: 5.0 sf P Max TC CSI: 0.922 S Brg Width = 8.0 Min Req = 2.2 Load Duration: 1.25 BCDL: 5.0 sf P ° BC CST, 0.997 Bearings R & K are arigid surface. Spacing: 24.0 MWFRS Parallel Dist: h/2 to ITMax Bearings R & K require a seat plate. C8C oa: ft Max Web CST: 0.996 Maximum Top Chord Forces Per Ply (Ibs) m endwa Loc. from dwall: not in 13.00It Wg[: 323.4 Ibs Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Wind Duration: 1.60 VIEWVer. 19.01.00A.0618.15 A-B 156 -151 F-G 1058 -1516 Lumber .-1 1382 -2925 G - H 10M -1517 C - D 1399 -2768 H -1 943 -1248 Top chord 2x4 SP #2 :T1 2x4 SP M-30: D - E 1227 -2143 I - J 735 -1252 Botchord 2x4 SP #2: E-F 1190-1741 We W82:B3,B42x4 Webs 2z4 SP #3 :WB 2x4 SP #2: Bracing Maximum Sot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on member. Chords Tens.Comp. Chords Tens. Comp. Plating Notes _ R-Q 2554-1519 N-M 1799 -925 Q-P 2339-1284 M-L 1401 -682 (`•) 1 plates) require special positioning. Refer to scaled plate plot details for P - O 2339 -1284 L- K 18 -35 special positioning requirements. O - N 1803 -912 Purlins In lieu of structural panels or rigid ceiling use pudins .- Maximum Web Forces Per Ply (Ibs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) A-R 233 -201 F-M 327 -499 TC 24 21.00 32.33 SC 79 0.00 22.51 R - B 1350 -3026 G - M 188 -126 BC 86 22.51 31.26 B - Q 338 -142 M - H 1487 -801 BC 75 31.26 40.60 Q - D 456 -114 H - L 429 -1121 Apply puriins to any chords above or below fillers D - O 567 -815 L -1 441 -394 at 24" OC unless shown otherwise above. E - O 920 -348 L - J 1634 -854 E - N 237 -483 K - J 1128 -1924 Loading N-F 194 -146 Truss passed check for 20 psf additional bottom chord live load in areas with 42%high x 24%wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right antl vertical not exposed to wind pressure. the Too oNy. under TPIA. The design assumptions, loading csnddons, suitability and use of this Truss for any Building aNe Hwm asiats ,rwie Building Designeq in the ooMexl sighs IRC. ire IBC. local building rude and TPl-1. Theappm lofthe TDDandanyfield us1s .-:. eiw r Id bracing shall be the responsibility of the Building Designer and Contactor. All notes set out in are TDD and to practices and rr 1 M.r say, lSCI) published by TPl and SBCAahe referenredforgeneal guidance. TPIAdefineaduenoWnsibilifesanddudesofthe Truss mu: 1.1. :ss otherase defined bya Contract agreed upon in writing by all parties involved. The Speualty Engineer is NOT re Ad avilarved bures are as darned in TP41. J. in s-Lc urlibhM uXMtlM winen oa mi ofA-1P Tni- Job Truss 77930 A09 Truss Type HIPS ty I Ply 110/0412019 Q, 3117 It —20712 SW { BSX8 -W e7X6 E F T3 G T4 12 /3X4D 6 H %4X6 /3%6C (e) /4X6B (a) (a) �2X4A (a) �SX12 VJ _ 06X6 05%6(R) asSX4 neu'asm a 3 IP SEAT PIATE REo. Loading Criteria (asp Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 MWFRS Parallel Dist: h to 2h C&C Dist a: 4.05It Loc. from endwall: not in 13.0 GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 :T3, T4 2x4 SP M-30: Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W8 2x4 SP #2: Code I Misc Criteria Code: FBC 2017 RES TPI Sld: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Bracing (a) Continuous lateral restraint equally spaced on member. Pudins In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 20.81 32.15 BC 91 0.00 22.32 BC 108 22.32 31.07 BC 75 31.07 40.41 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42'-high x 24%wide clearance. Wind s Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. "WARNING" Please 'edfy design pamm one and 12 SEAT PLATE RM Def11CS1 Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): 0.116 D 999 360 Loc R+ / R- / Rh / Rw / U / RL O 1995 /- /- /1319 /478 /443 VERT(CL): 0.259 D 999 242 HORZ(LL): 0.053 1 - - P 1965 /- /- /'1090 /549 /- HORZ(TL): 0.118 1 - - Wind reactions based on MWFRS Creep Factor: 2.0 O Big Width = 5.8 Min Req = 2.4 Max TC CSI: 0.936 P Brg Width = 8.0 Min Req = 2.2 Max BC CSI: 0.984 Bearings O & I are a rigid surface. Max Web CSI: 0.895 Bearings O & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt: 288.4 lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 19.01.00A.0618.15 A-B 215 -198 E-F 1184 -1724 B - C 1396 -2870 F - G 1068 -1536 C-D 1412-2745 G-H 1042 -1813 D - E 1216 -2119 and Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp O - N 2523 -1465 L - K 1788 -907 N-M 2293-1259 K-J 1786 -911 M - L 2293 -1259 J -1 43 -49 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-O 298 -261 E-K 238 -506 O-B 1261 -2943 K-F 176 -151 B-N 334 -153 F-J 278 -416 N-D 459 -160 J;G 296 -81 D - L 539 -775 J - H 1760 -894 E - L 909 -320 I - H 1137 -1882 CUSTOMER (-BUYER') ACKNOWLEDGMENT' roan. e. UNass ctben else stated on the MD. only Alpine be rorgeneml,idance. in writing by all parties , NA-1 RMTna The al tannin JmMaLwI�PE6ttd8 wmm �wu ryoKKnne cA s1 al s M5151 LtiB BI,Q R.fbv.0.919,6 Ove te�M1a Job Truss Truss Type Qty Ply 10/04/2019 3118 e 77930 I A10 I HIPS 11 I 1 U 05E03 'FaT3 ft7X6 16X6 D 5 cx6 a 3 12 SEAT PLATE REe. SEAT PLATE REQ. 46'S12 Loading Criteria (pen Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt NA Des Ld: 45.00 Mean Height: 25.00 it NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 ° MWFRS Parallel Dist: h to 2h C&C Dist a: 4.05 It Loc. from endwall: not in 13.0 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 :T3, T4 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W8 2x4 SP #2: Code I Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 20.81 32.15 BC 91 0.00 22.32 BC 108 22.32 31.07 BC 75 31.07 40.41 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42 -high x 24'-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. DeflIC81 Criteria PP Deflection in loc Udell L/# VERT(LL): 0.116 D 999 36i VERT(CL): 0.259 D 999 24: HORZ(LL): 0.0531 - - HORZ(TL): 0.118 1 - - Creep Factor: 2.0 Max TC CSI: 0.936 Max BC CSI: 0.984 Max Web CSI: 0.895 Wgt: 288.4 Ibs VIEW Ver. 19.01.00A.0618.15 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL O 1995 /- /- /1319 /478 /443 P 1965 A A /1090 /549 /- Wind reactions based on MWFRS O Brg Width = 5.8 Min Req = 2.4 P Brg Width = 8.0 Min Req = 2.2 Bearings O & I are a rigid surface. Bearings O & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 215 -198 E-F 1184 -1724 B - C 1396 -2870 F - G 1068 -1536 C-D 1412-2745 G-H 1042 -1813 D - E 1216 -2119 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp O - N 2523 -1465 L - K 1788 -907 N-M 2293-1259 K-J 1786 -911 M - L 2293 -1259 J -1 43 -49 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-O 298 -261 E-K 238 -506 O-B 1261 -2943 K-F 176 -151 B-N 334 -153 F-J 278 -416 N-D 459 -160 J-G 296 -81 D - L 539 -775 J - H 1760 -894 E - L 909 -320 I - H 1137 -1882 numafiv AA Rm T,u°xc. suitability and use of this Truss for my Building is the JmMepimI�PE 6EG03 :ode and TPI-1. Thaeppreval of the TDD and any field vanie xwae EryFeervw Cn9r5i5 .Roc. Allnotessetoutintha TDDandtheprectices antl a�r'ars'e MA defines Ne responsibilities and dales of Ne Truss oeiz I.n. rvWved. The Speasty Engineer is NOT Me Job Iuse Inks type Qry I Pry 1U/04=19 77930 A11 I HIPS 2 1 3119 t s4 e5X8 .3X4 ft Xe E F T3 G T4 12 /3X4 D 6 W R\4Xf /3X6C (a) (a) 04X6e (a) (e) (a) (a) L m4 e) 3.SX12 1, P men .6 O N M L K 0 .3X6=4X6 .3X4 .SX6 a 3 12 SEAT PLATE REQ. l 2 6 8'37 44'15�j Loading Crtteria(,It Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: ll EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 It NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0" MWFRS Parallel Dist: h to 2h C&C Dist a: 4.05 ft Loc. from endwall: not in 13.0 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2X4 SP #2:T3, T4 2x4 SP M-30 got chord 2X4 SP M-30 Webs 2x4 SP #3:W1 2x6 SP 42: :W8 2x4 SP #2: Code I Misc Criteria Code: FSC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 20.81 32.15 BC 90 0.16 22.78 BC 103 22.78 31.07 BC 75 31.07 40.41 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide Clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. us and 24 notes, on ells Texas De: be used I". MD to be valid. As Deft/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in loc Udell L/# Gravity Non -Gravity VERT(LL): 0.116 D 999 360 Loc R+ / R- / Rh I Rw I U / RL VERT(CL): 0.258 D 999 241 P 2003 A /- 11316 1484 /443 HORZ(LL): 0.046 1 - - Q 1952 /- /- /1083 /547 /- HORZ(TL): 0.103 I - - Wind reactions based on MWFRS Creep Factor: 2.0 P Brg Width = 5.8 Min Req = 5.8 Max TC CSI: 0.936 Q Big Width = 8.0 Min Req = 2.2 Max BC CSI: 0.976 Bearings P & 1 are a rigid surface. Max Web CSI: 0.907 Bearings P & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt: 287.0 Ibs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 19.01.00A.0618.15 A-B 427 -313 E-F 1176 -1702 B - C 1400 -2840 F - G 1065 -1524 C-D 1417-2726 G-H 1038 -1799 D - E 1222 -2109 Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. O-N 2527-1485 L-K 1783 -911 N - M 2272 -1256 K - J 1759 -899 M - L 2272 -1256 J - I 43 -49 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-O 378 -280 E-K 253 -488 O-P 1010-1976 K-F 183 -154 O-B 1080-2910 F-J 290 -422 B-N 364 -197 J-G 301 -86 N - D 456 -169 J - H 1745 -889 D - L 535 -758 I - H 1134 -1869 E-L 873 -328 TERMS and CONDITIONS CUSTOMER (BUYER') ACKNOWLEDGMENT' form. nor reference sheet before use. Unless olhen se slated on Ale MD. ony Alpine roeineerl. Iho seal on anv MO monesents an amaotanos of the omfessiaal enoineen .T.- 4Qn St u.e Ogneulne D4slela �451 Sl." eM. DSc f6gYM18 aee uuss I as IWe Vry rly Twuarzu Is 77930 Al2 HIPS 2 1 3120 11W e (a) T (e) d 1.1 o v o N M L 6X6 m3Xe v3X6 six a 3 12 SEAT PLATE RE6 SENTPIRTEREQ. 4VY12 24V6 n9� IrC15-�{ Loading Criteria(Pap Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C KzC NA Des Ld: 45.00 Mean Height: 25.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psi Spacing: 24.0 " MWFRS Parallel Dist:_ In to 2h C&C Dist a: 4.05 It Loc. from endwall: not in 13.0 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 :T3 2x4 SP M-30 :T4 2x4 SP 2400f-2.0E: Sot chord 2x4 SP M-30 Webs 2x4 SP #3:Wl 2x6 SP #2: :W11 2x4 SP 2400f-2.0E: Code I Misc Criteria Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Bracing (a) Continuous lateral restraint equally spaced on member. Purllns In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(In oc) Start(ft) End(ft) TC 24 20.81 32.15 BC 85 0.08 24.78 BC 78 24.78 31.07 BC 75 31.07 40.41 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psi additional bottom chord live load in areas with 42"-high x 24%wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. As s T1uss r I on an, MD DA/CSI Criteria PP Deflection in loc Udefl L#f VERT(LL): 0.137 0 999 361 VERT(CL): 0.300 D 999 24 HORZ(LL): -0.055 J - - HORZ(TL): 0.105 A - - Creep Factor. 2.0 Max TC CSI: 0.754 Max BC CSI: 0.973 Max Web CSI: 0.969 Wgt: 298.2 Ibs VIEW Ver. 19.01.00A.0618.15 TERMS and CONDITIONS C' ear reference sheet before use. mine. Ne seal an am TOO 1• t I ♦ Maximum Reactions (Ibs) Gravity Non -Gravity LOG R+ / R- / Rh / Rw / U / RL Q 2026 /- /- /1315 1485 /443 R 1983 /- /- /1083 /548 /- Wind reactions based on MWFRS Q Brg Width = 5.8 Min Req = 5.8 R Brg Width = 8.0 Min Req = 2.2 Beadngs Q & J are a rigid surface. Beadngs Q & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 92D -671 E-F 1186 -1762 B-C 1519-3110 F-G 1183 -1759 C - D 1536 -2995 G - H 1065 -1551 D - E 1269 -2249 H - I 1039 -1829 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P - O 2863 -1662 M - L 1904 -950 O - N 2467 -1340 L - K 1761 -872 N-M 2467-1340 K-J 42 -50 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-P 521 -368 E-L 236 -421 P-Q 1010-1999 F-L 221) -234 P-B 771 -3237 L-G 257 -146 B - O 449 -304 G - K 280 -438 O-D 541 -226 K-H 305 -95 D-M 583 -841 K-1 1776 -890 E - M 933 -354 J -1 1135 -1898 in Rmflii.. VAW9MOnBZn,.,p Units RPu0.0.NN, oae: 1.19 Job Truss Truss Type 77930 A13 I HIPS Qty 2 I Ply 110/040119 3121 L I T. SEATPUT REQ. Loading Criteria (pap Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: CKzt: NA Des Ld: 45.00 Mean Height: 25.00It NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 ° MWFRS Parallel Dist: h to 2h C&C Dist a: 4.05 It Loc. from endwall: not In 13.0 GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 :T3, T4 2x4 SP MJO: Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep, Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE, HS Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use pur ins to laterally brace chords as follows: Chord Spacing(in oc) Start(g) End(g) TC 24 20.81 32.15 BC 91 0.00 22.32 BC 108 22.32 31.07 BC 75 31.07 40.41 Apply pudins to any chords above or below fillers at 24° OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42%high x 24°-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. "WARNING" Please NaioughNraAmune-A-1 arify design pararretare and read notes on Nis Truss D 12 SF TPt TEREQ. -e'e'15 - } 9495-� Deg/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): 0.116 D 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.259 D 999 242 O 1995 A /- 11319 /478 1443 HORZ(LL): 0.0531 - - P 1965 /- P /1090 1549 /- HORZ(TL): 0.118 1 - - Wind reactions based on MWFRS Creep Factor: 2.0 0 Brg Width = 5.8 Min Req = 2.4 Max TC CSI: 0.924 P Big Width = 8.0 Min Req = 2.2 Max BC CSI: 0.984 Bearings O & I are a dgid surface. Max Web CSI: 0.895 Bearings O & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt: 287.0 lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 19.01.00A.0618.15 A-B 215 -198 E-F 1186 -1726 B - C 1396 -2870 F - G 1067 -1535 C-D 1412-2745. G-H 1044 -1815 D - E 1216 -2119 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Comp. O - N 2522 -1464 L - K 1785 - 905 N-M 2294-1260 K-J 1806 -923 M - L 2294 -1260 J -1 43 -49 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-O 298 -262 E-K 211 -463 O-B 1261 -2942 K-F 169 -144 B-N 332 -153 F-J 256 -392 N - D 458 -158 J - G 280 -82 D - L 543 -781 J - H 1764 - 897 E-L 915 -324 I-H 1137 -1882 ACNNOWLEDGMENPforn. n acceptance of Ne use ofthis Truss for . The aoomval of ig Designerand Conbadar. All notes forgenandquidance. TPI-ldefines In wrong by all Parties involved. The ,111 RMTncw.c. .8a PE. Ktok Wuw ftWen pCA 31615 ust sure aw, R Rwn.Rx&a psz taib3%a Job Truss Truss Type Qty Ply 101U4/ZU19 3122 77930 A14 HIPS 1 1 21' 1 11'4' 64- Ile 65X8 a8X4 o6X6 E F T3 G 12 OU4° - X� 6 a) 04XG t a) 04X66 a) (a) 111.5MA (a) ja5X12 NT B4 11I a6%6 a5X6(R) a3%4(-) ®BXd®5X6 d S IP 12 SEATPLATEREO. SEATPLAT iEO. 40'8' 22'6.2 BW15 sris —( Loading Criteria (psll Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl L t# Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Std:-2014 VERT(LL): 0.113 D 999 360 Loc R+ / R- / Rh I Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.251 D 999 243 Q 2005 /- /- 11327 /693 /447 BCDL: 10.00 Risk Category: It FT/RT:10(Ov10(10) HORZ(LL): 0.054 I - - P 1975 /- /- 11095 1781 /- EXP: C K--t: NA Plate Type(s): HORZ(fL): 0.120 1 - - Wind reactions based on MWFRS Des Ld: 45.00 Mean Height: 25.00 ft WAVE, HS Creep Factor. 2. O Br Width = 8.0 Min Re 2.4 NCBCLL: 10.00 TCDL: 5.0 psf 0 Max TC CSI: 969 P Big Width = 8.0 Min Req = 2.2 Load Duration: 1.25 BCDL: 6.0 psf P Bearings 0 & I are arigid surface. Spacing: 24.0 MWFRS Parallel Dist h/2 to h Max BC CSI: 0.975 Bearings O & I require a seat plate. C&C Dist a: 4.07 ft Max Web CSI: 0.922 Maximum Top Chord Forces Per Ply (Ibs) Loc. from entlwall: not in 13.00 it Wgt: 285.6 lbs Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Wind Duration: 1.60 VIEW Ver. 19.01.00A.0618.15 A-B 101 -115 E-F 1189 -1737 Lumber B-C 1356 -29M F-G 1071 -1545 C - D 1372 -2742 G - H 1045 -18M Top chord 2x4 SP M-30 :T3 2x4 SP #2: D - E 1231 -2148 Sot chord 2x4 SP M-30 :84 2x4 SP #2: Webs 2x4 SP #3 :W8 2x4 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes ('r)1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structure[ panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 21.00 32.33 BC 78 0.00 22.51 BC 108 22.51 31.26 Sc 75 31.26 40.60 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42 -high x 24' wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. —WARNING- Please thoroughly reAm the -A-1 ROOF MUSSES (-SELLER'), GENERAL TERMS and CONDITIONS CI entry design parameters and read notes on this Truss Design Drawing (Too) and the specialty Engineer reference sheet before use. mhacter dates shall he used for the TDD to be valid As a Tmas Design Engineering (.e. Sped.hy Engineer), the seal en eny TDD Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp O-N 2498-1540 L-K 1802 -911 N - M 2349 -1294 K - J 1801 -919 M - L 2349 -1294 J -1 43 -49 Maximum Web Forces Per Ply.(lbs) Webs Tens.Comp. Webs Tens. Comp A-O 160 -131 E-K 229 -511 0-13 1416-3038 K-F 171 -145 B-N 335 -111 F-J 285 -429 N-D 434 -fib J-G 303 -82 D-L 584 -834 J-H 1769 -896 E-L 957 -349 I-H 1142 -1892 form. he JmntBomL�REam09 field wiple HWM Eryln'emg ca 31515 and us+stwse aw, TNSS aM: 1M6R019 RMTnanas Job Truss Truss Type City Ply 10/04/2019 77930 A15 I HIPS 11 I 1 I 3123 I �I Loading Criteria (paff TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " SFATPI TEREO. Wind Criteria Wind Std: ASCE 7.10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 It TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.07 ft . Loc. from endwall: not in 13.0( GCpl: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 :T3 2x4 SP M-30: Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W8 2x4 SP #2: :W11 2x4 SP M-30: Code / Misc Criteria Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:10(Ov10(10) Plate Type(s): WAVE Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(it) TC 24 19.00 34.33 BC 80 0.00 22.51 BC 108 22.51 31.26 BC 113 31.26 40.38 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Please Nomughly.W. the -A-1 ROOF TRUSSES ("SELLER'), GENERAL TERMS and tAds and read notes on Nis Truss Design OrW g (TOD) and the Speaahy Engineer reference I be used for to TDDIo be valid. As a Tress Design Englesering 0.e. Spedalty Engineer), to 1z - SEAT %ATE RED. 40'e' De0/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.115 M 999 36 VERT(CL): 0.258 M 999 24 HORZ(LL): 0.060 J - - HORZ(TL): 0.134 J - - Creep Factor. 2.0 Max TC CSI: 0.928 Max BC CSI: 0.979 Max Web CSI: 0.975 Wgt: 298.2 Ibs VIEW Ver. 19.01.00A.0618.15 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw 11.1 / RL P 1981 /- /- /1317 /690 /406 J 1964 /- /- /1092 R89 /- Wind reactions based on MWFRS P Brg Width = 8.0 Min Req = 2.3 J Brg Width = 8.0 Min Req = 8.0 Bearings P & J are a rigid surface. Bearings P & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 199 -181 E - F 1251 .1887 B - C 1423 -2898 F - G 1246 .1880 C - D 1437 -2783 G - H 1126 -1688 D - E 1285 -2251 H -1 149 -94 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-0 2525-1500 M-L 1910 -1017 O - N 2362 -1339 L - K 1779 -928 N - M 2362 -1339 K - J 1135 -590 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A - P 276 -240 F - L 426 -508 P - B 1301 -2959 L - G 284 -175 B - O 288 -108 G - K 614 -777 O - D 391 -127 K - H 1793 -925 D-M 494 -694 H-J 1175 -2212 E - M 753 -311 J -1 265 -228 E-L 181 -184 form. g by ell parties Involved. The Spedally Engireer R NOT to R Tno- be J Be PE. field NTtle Maas BpMNnp" 's .Ad u5151Ytle&W. R. Puq flee9b TNSS pC.e: 1e042p19 Job Truss Truss Type City Ply 10/04/2019 3124 77930 A16 HIPS 1 1 , 1r We -- 4e • �l 0SX8 11.SX3 e4X6 a3X4 95X6 D E F G H T T5 I C1.SX4 12 S-�f97(64B - - - (a) O (a) (ai (a) (a) (a) o 05X6A a) NI � X mTX6( R 134 ®3X6(R) P O N B2 M L 1 ISX6 ism(R) �H8308 m3X4 d 3 12 SEAT PIATE REG. SEAT PIATE REQ. 40'8' 2Y6'2 88'15 94`15 Loading Criteria tpstl Wind Criteria Code I Misc Criteria Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in too L/defl LI# Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.119 M 999 36 Loc R+ / R- / Rh / Rw / U IRL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.264 M 999 242 p 1985 /- /- /1307 /692 1364 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.056 J - - J 1974 /- A /1089 /792 /- Des Ld: 45.00 EXP: C Kzl: NA Plate Type(s): HORZ(TL): 0.124 J - - Wind reactions based on MWFRS Mean Height: 25.00 it WAVE, HS Creep Factor. 2.0 P Big Widl11= 8.0 Min Req = 2.3 NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.986 J Brg Width = 8.0 Min Req = 8.0 Load Duration: 1.25 BCDL: 5.0 psf P Bearings P & J area rigid surface. Spacing: 24.0 ° MWFRS Parallel Dist: h/2 to h Max BC CSI: 0.964 Bearings P & J require a seat plate. C&C Dist a: 4.07 Max Web CSI: 0.964 Loc. from dwalft not in 13.00 ft Maximum Top Chord Forces Per Ply (Ibs) Wgt: 277.2 lbs Chords Tens.Comp. Chords Tens. Comp. pl: 0.18 GCpI: 0.18 Wind Duration: 1.60 VIEW Ver. 19.01.00A.0618.15 A-B 1399-3047 E-F 1307 -2096 Lumber B - C 1293 -2486 F - G 1307 .2096 Top chord 2x4 SP M-30 :TS 2x4 #2: C-D 1329-2447 G-H 1213 -19M Bot chord 2x4 SP M-30 :B2, B4 2x4x4 SP #2: D - E 1313 -2104 H -1 104 -65 Webs 2x4 SP #3 :W7 2x4 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 17.00 36.33 BC 65 0.00 22.51 BC 100 22.51 31.26 BC 113 31.26 40.38 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42°-high x 24'-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. on Ne 4 In Ne TERMS and CONDITONS CUSTOMER ('BUYER') ACH mr raferenm sheetbafare use. Unless.0namisa stated on I inglneer), the seal on any TOO repmsents an a=ptanm of umpG ns, loading mndMana, suitebft and use of Nis Tres: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P - O 306 -483 M - L 20&5 -1142 O - N 2624 -1525 L - K 2028 -1082 N - M 2624 -1525 K - J 850 -468 Maximum Web Forms Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-P 994-1917 E-L 442 -5W A-0 2532-1071 L-G 229 -138 O-B 248 -99 G-K 594 -765 B - M 478 -641 K - H 2009 -1037 D-M 564 -193 H-J 1185 -2101 D-L 177 -166 J-1 201 -156 form. Is Na J BL 1E.. nyfidd Hme FaN de p BIBIB ea end e.zt &wea B.e. R Pierce, R.9.. he Truss D.: 1B 19 of A.t Ronfumw. Job Truss Truss Type Oty Ply 10/04/2019 77930 A17 I HIPS 11 I 1 I 3125 t a5X8 P m I.SX4 m4=%6 -3X4 e5%6 i 1 .... —�..� ...... 12 SEAT PLATE REQ. Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Ste: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.07 fit Loc. from endwall: not In 13.0( GCpl: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code: FSC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Lumber Top chord 2x4 SP M-30 :T5 2x4 SP #2: Bot chord 2x4 SP #2 :B3 2x4 SP M-30: Webs 2x4 SP #3 Bracing (a) Continuous lateral.restraint equally spaced on member. Pudins In lieu of structural panels or rigid ceiling use purling to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.00 38.33 BC 64 0.00 22.51 BC 90 22.51 31.26 BC 113 31.26 40.38 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42%high x 24' wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Please thoroughly redew the W 1 ROOF TRUSSES smete's erb read notes on Mrs Truss Desgn Drawing (To[ Mail ba used fin Me TOO to be valid. As a Truss Design SEAT PLATE REQ. 818°15 -f 9'4'15-j DeflICSI Criteria • Maximum Reactions (Ibs) PP Deflection in Ioc L/defl L#1 Gravity Non -Gravity VERT(LL): 0.126 E 999 360 Loc R+ I R- / Rh / Rw / U / RL VERT(CL): 0.284 E 999 242 p 1951 I- /- 11292 /694 1363 HORZ(LL): 0.060 J - - J 1966 I- /- /1097 1795 !- HORZ(TL): 0.135 J - - Wind reactions based on MWFRS Creep Factor. 2.0 P Brg Width = 8.0 Min Req = 2.3 Max TC CSI: 0.687 J Brg Width = 8.0 Min Req = 8.0 Max BC CSI: 0.982 Bearings P & J are a rigid surface. Max Web CSI: 0.942 Bearings P & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) ' Wgt: 260A Ibs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 19.01.00A.0618.15 A-B 1392-29M E-F 1370 -2332 B - C 1341 -2608 F - G 1370 -2332 C - D 1375 -2595 G - H 1301 -2222 D-E 1378-2342 H-I 55 -35 ENERAL TERMS and CONOSIC Aty Engineer reference sheet bass ;penally Engineer), Me seal on am mign assumptions, loading wndill dart of Me IRC, Me IBC, IOW bull, ty as Me Bullding Designer "Col ere referee ced is general guWas 4 agreed upon in writing by all part in TPI.1. unnanr l=,m MA-1 RmsTruv Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp P - O 245 -483 M - L 2217 -1259 O - N 2544 -1557 L - K 2330 -1263 -N-M 2544-1557 K-J 484 -274 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A - P 994 -1884 E - L 494 -604 A'- O 2472 -1100 L - G 132 -95 O - B 257 -236 G - K 601 -751 B-M 377 -441 K-H 2408 -1279 D-M 478 -136 H-J 1153 -1967 D-L 227 -191 J-1 105 -84 form. IS TMSS far any Building is the 1 1.aoul PE M. rpmval of Me Too and any field . dwv6dbee6W a 111615 Me MD and Me practkes and Aur gf'm'�• msbirNas and duties of the Truss D=leessensa Engineer is NOT Me JOD 77930 �I Loading Criteria (peq TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0" I mus I rube I ype A18 HIPS 12 6 p 15, P O N m5X6(R) v3X6 a3X8 a3X4 F SEAT PLATE REQ. F 2' 48'8• Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h12 to h C&C Dist a: 4.27 ft Loc. from endwall: not in 13.0( GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 :T3 2x4 SP M-30: Bot chord 2x4 SP #2 :B2, B3 2x4 SP M-30: Webs 2x4 SP #3 :Wt 2x6 SP #2: Code / Misc Criteria Code: FBC 2017 RES TPI Sld: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TIC 24 15.00 42.63 BC 66 0.00 24.51 BC 80 24.51 33.26 BC 88 33.26 42.38 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading I Truss passed check for 20 psf additional bottom chord live load in areas with 42° high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. "WARNING" Please lhoreughiy review the -A-11 ferify desgn parameters entl read notes on Nis Truss De anne for dates shall be used far Ne TDD b be valid. As Too . TERMS and Peer refewas Engineer), Me V[y Yly IVIVY/LUIJ 1 1 3126 , 2T4" v3X4ra4X6 v5X6 T3 G H I a1.5X3J (a) t (a) (a) Lv6X B3 ®4X6(R) M K v5X6 d 3 12 SEAT PLATE REQ. 1 9-4.15-�( Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Gravity Non -Gravity VERT(LL): 0.132 M 999 360Loc R+ / R- / Rh / Rw / U / RL Q 2176 I- 1- /1506 7761 1432 VERT(CL): 0.297 M 999 240 HORZ(LL): 0.074 K - - K 1955 /- /- 11097 1942 !- HORZ(TL): 0.166 K - - Wind reactions based on MWFRS Creep Factor. 2.0 Q Brg Width = 8.0 Min Req = 2.6 Max TC CSI: 0.960 K Brg Width = 8.0 Min Req = 8.0 Max BC CSI: 0.993 Bearings Q & K are a rigid surface. Max Web CSI: 0.875 Bearings Q & K require a seal plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt: 250.6 lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 19.01.00A.0618.15 A-B 185 -211 F-G 1361 -2538 B - C 1287 -2655 G - H 1315 -2493 C - D 1291 -2504 H -1 1315 -2493 D- E 1366 -2682 I- J 4 -4 E - F 1353 -2303 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - Q 207 -139 N - M 2583 -1478 Q - P 249 -593 M - L 2854 -1581 P-0 2333-1533 L-K 1377 -781 O-N 2333-15M Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp Q-B 1159-2064 F-M 227 -87 B-P 2175 -956 M-G 333 -416 P-D 318 -482 G-L 343 -420 D-N 221 -177 L-1 1941 -928 E-N 746 -250 I-K 14M -2456 N-F 342 -534 K-J 111 -129 ..on Mlssos wrw.r�.eoManw uslels 451 Slvie aM, RPWw.R3We D9.: 10rffi2019 rc mnn N0.1 Rnaf eti. Job Truss Truss Type City Ply 10/042019 3127 77930 A19 I HIPM 11 11 a�N SEAT PLATE RED. I- 2' - Loading Criteria (pan Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 MWFRS Parallel Dist: h2 to It C&C Dist a: 4.27 it Loc. from endwall: not In 13.0( GCpl: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP M-30 :T1 2x4 SP #2 Sot chord 2x4 SP M-30 :81 2x4 SP #2: :82 2x4 SP 2400f-2.0E: Webs 2x4 SP #3:W1 2x6 SP #2: :W1O 2x4 SP #2: 05x6 a3X4 01.5X3 e3X6 as3X4 a5X6 ®1.SX4 D E F G H I J 12 8'Wl5 42'8' Code / Misc Criteria DeRICSf Criteria Code: FBC 2017 RES PP Deflection in loc L/defi L/# TPI Std: 2014 VERT(LL): 0.157 F 999 36( Rep Factors Used: Yes VERT(CL): 0.354 F 999 24( FTIRT:10(0)/10(10) HORZ(LL): 0.084 K - - Plate Type(s): HORZ(TL): 0.188 K - - WAVE, HS Creep Factor. 2.0 Max TC CSI: 0.582 Max BC CSI: 0.976 Max Web CSI: 0.845 t Wlit. 253.4 Ibs VIEW Ver. 19.01.00A.0618.15 Bracing (a) Continuous lateral restraint equally spaced on member. Purling, In lieu of structural panels or rigid calling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.00 42.67 BC 67 0.00 24.51 SC 74 24.51 33.26 SC 94 33.26 42.38 Apply purling, to any chords above or below fillers at 24' OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24'-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. m o I5X70(R) SEAT PLATE RED. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /RW /U /RL Q 2181 /- /- /1478 1775 1374 K 1956 P /- /1082 /861 /- Wind reactions based on MWFRS Q Big Width = 8.0 Min Req = 2.6 K Brg Width = 8.0 Min Req = 8.0 Bearings Q & K are a rigid surface. Bearings Q & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 201 -218 F-G 1587 -2995 B - C 1248 -2465 G - H 1587 -2995 C - D 1419 -2783 H - I 1604 -3069 D-E 1392-2414 I-J 8 -8 E - F 1595 -3006 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-Q 217 -167 N-M 2878 -1621 Q-P 216 -514 M-L 3312 -1783 P-0 2195-1461 L-K 1981 -1095 O-N 2195-1461 Maximum Web Forces Per Ply (Ibs) - Webs Tens.Comp. Webs Tens. Comp. Q - B 1173 -2065 F - M 354 -439 B - P 2090 -978 M - H 216 .301 P - C 372 -661 H - L 222 -240 C-N 251 -121 L-I 2029 -951 D - N 748 -228 I - K 1606 -2882 N-E 416 -724 K-J 178 .186 E-M 231 -47 "WARNING^ Resse thoroughly revlewthe'A-1 ROOF TRUSSES('SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER') ACKNOWLEDGMENT' form. Verify design parameters end read Waste Nis Truss Design Drawing CrDD) anti Me Specialty Engineer reference aheet bases use. Unless otbmwise stated on the TDD, only Alpine minector pates shall be used fertile TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), Me seal on airy TDD represents an acceptance of the professional enginaeri responslbllity for Me design d the single Tress depicted on the TDD only, under TPI-1.Tha design prompters, loading conditions, sudabilay and use of Nis Truss forany Building is Me resporrslbillty otthe O,vneA the Owner s auMM]ed agent or Me Building Design, in Me co rted of the IRC, Malec. IOW building code aM TPl-1. The approval of the TDD end any field use of Me Tress, including handling, storage, installation and bredm3 shall be Me responsibility dthe Bwlding Designer and Contractor. Apnotessetoutln Me TDDandthepmeticesand guidelines of the Building Component Safety ldoimalion (BSCI) puNishod by TPI and SBCA are referenced for general guidance. TPI-1 defines Me responsibilities and duties of Me Tmss Dedgnis, Specialty EMIrear and Tress Manulecturer, unless cthenhss defined by a Conuadagreed upon in wrWng by all parties Involved. The Specialty Engineer is NOT Me Building Oedgner mTmu Syctam Engineerof eny buildup. AD fapllaliSM Mmu ere es tlefinetl M TPI-1. fmuxnMOSt1M1M1 RmfTnae,w-RxvMwfim bj. hnmlmn ie nrMlnMM upMEtlw wMten rmmtcvs NM1 RmfTn.�van .4M apalry PEaPre3 Whle NauSe ErpMohp G]lata YS151 YrLaM, R Mm.FL9r9b om. laovn�s Job Truss 77930 A20 12 6 p T1 0 X6� 11.Sx3 B (V i=3XE(BI)A S R B1 =4X 66 SEAT PLATE REQ. �-2'- TruSS Type City Ply 10/04/2u19 HIPM 1 1 asSX8 sa3X4 11.5X4 a4X6 06X8 11.5X3 D E F G H I ewc. O P O N m3X4m3X6 ==4X4 z5X10 d 3 12 r— 24W2 -i 8'91 Loading Criteria (,q Wind Criteria Code I Misc Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES TCDL: 15.00 Speed: 160 mph TPI Std: 2014 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) EXP: C Kzt: NA Plate Type(s): Des Ld: 45.00 Mean Height: 25.00 ft WAVE NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 ° MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.27 It Loc. from endwall: not in 6.50 GCPi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP M-30 :T1 2x4 SP #2: Bot chord 2x4 SP M-30:B1 2x4 SP #2: Webs 2x4 SP #3 :W1 2x6 SP #2: Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Starl(fl) End(ft) TC 24 11.00 42.67 Be 65 0.00 24.51 Be 63 24.51 42.60 Apply putting to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. -WARNING - Valid. 479' 3422 T16X6 SEAT PLATE REQ. 9'4'14 —{ DeD/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defi L/# Gravity Non -Gravity VERT(LL): 0.210 F 999 360 Loc R+ I R- / Rh / Rw / U / RL VERT(CL): 0.494 F 973 240 S 2123 /- /- 11461 /917 /347 HORZ(LL): 0.116 K - - T 1883 1- l- /1054 1896 1- HORZ(TL): 0.272 K - - Wind reactions based on MWFRS Creep Factor. 2.0 S Brg Width = 8.0 Min Req = 2.5 Max TC CSI: 0.818 T Brg Width = 8.0 Min Req = 2.1 Max Be CSI: 0.990 Bearings S & K are a rigid surface. Max Web CST: 0.972 Beadngs S & Krequire a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt: 256.21bs Chords Tens.Comp. Chards Tens. Comp. VIEW Ver. 19.01.00A.0618.15 A-S 162 -251 F-G 1863 -3359 B - C 189 -192 G - H 1863 -3359 C - D 1425 -2589 H -1 905 -1646 D - E 1792 -3129 I - J 908 -1648 E - F 1876 -3375 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-R 240 -125 O-N 3162 -1813 R-Q 1705 -1255 N- M 4105 -2246 Q-P 27AI -13M M-L 4190 -2282 P-O 2241 -1386 L-K 19 -35 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp B - R 272 -201 F - N 473 -597 R - C 1403 -2496 N - H 366 -725 C-Q 629 -241 H-M 2137 -1010 D-Q 191 -132 H-L 1797 -3311 D-0 1174 -587 L-I 295 -337 O-E 445 -648 L-J 2381 -1312 E-N 285 -149 K-J 1074 -1841 and CONDmONS CUSTOMER ('BUYER') ACKNOWLEDGMENT' form. moe shoot Wore use. Unless oMenMse stated on Me TDD. only Alpine . Me seal on anv TDD represents an eaerat inm of Me precessional ennineed use of Min Truss for any Building is Me .me a pmm pEazem . Theeppiovalof Me TODend.ny Veld vmda xom egveennecssims :etoutin Me TDDend Meprecdcesend R Meresponema6esendduilesocMe Truss pak a�fwbRarzpiq e rnpe Job Truss Truss Type Qty Ply 10/04/2019 77930 A21 I HIPM 11 11 I 3194 t s } 33'a• =3X4 m4X6 101.5X3 M3X4M3X6 e4X4 12 D E F G H I J T4 K 6 p T1 (a)W1 W7�4X6C (a) (a) 013x: B f e4X6(A1)A W72 6 N B4 M I sTa O ....... 66X6 BS It4X6 y T S R C P 0 LU e5x8 =3X4 =5X6 e4X6 MH0710 Q 3 12 SEAT PLATE REO. SEAT PLATE REQ. )-2' 40'8' 24'6.2 + 61518 N6°14+-T1.8-�{ i 42'8• Loading Criteria (vs0 Wind Criteria Code / Misc Criteria DefIICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection it loc Vdeg L/# Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Std: 2014 VERT(LL): 0.283 N 999 360 Loc R+ / R- ! Rh / Rw / U I RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.664 N 722 240 T 2126 1- /- 11429 1930 1283 BCDL: 10.00 Risk Category: ll FT/RT:10(0)/10(10) HORZ(LL): 0.109 L - - U 1877 I- /- /1037 /887 /- EXP: C Kzt: NA Des Ld: 45.00 Plate Type(s): HORZ(TL): 0.257 L - - Wind reactions based on MWFRS Mean Height: 26.00 R WAVE, HS Creep Factor. 2.0 T Br Width = 8.0 Min Re 2.5 9 q = NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.804 U , Brg Width = 8.0 Min Req = 2.1 Load Duration: 1.25 BCDL: 5.0 psf Max BeCSI: 0.961 Bearings T & L are a rigid surface. Spacing: 24.0' MWFRS Parallel Dist: 0 to h/2 Bearings T & L require a seat plate. C&C Dist a: 4.27 It Max Web CSI: 0.903 Loc. from not in 6.50 Maximum Top Chord Forces Per Ply (Ibs) pi: 0.18ndwall: GCi: .18 Wgt: 260.4 Ibs Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 VIEW Ver. 19.01.00A.Ofi18.15 A-B 202 -239 F-G 2217 -4074 Lumber B-C 224 -199 G-H 2231 -4091 Top chord 2x4 SP M-30 :T1 2x4 SP #2: C - D 1407 -2543 H -1 2735 -5074 :T4 2x4 SP 2400f-2.OE: D - E 2100 -3764 I - J 2735 -5074 Bot chord 2x6 SP #2 :B3 2x4 SP M-30: E - F 2217 -4074 J - K 1977 -3653 :134, B5 2x4 SP #2: Webs 2x4 SP #3:W1, W12 2x8 SP 2400f-1.8E: Maximum Bat Chord Forces Per Ply (Ibs) :W112x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bracing A-S 235 -162 P-O 3813 -2134 (a) Continuous lateral restraint equally spaced on member. S - R 1350 -1034 O - N 5235 -2823 R - Q 2223 -1358 N - M 3791 -2065 Purllns Q-P 2223-1358 M-L 27 -49 In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Maximum Web Forces Per Ply (Ibs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 24 9.00 42.67 Be 65 0.00 24.51 B - S 230 -180 O - G 433 -547 Be 56 24.51 30.97 S - C 1303 -2313 O - H 620 -1209 Be 52 30.97 35.54 C - R 1011 -463 H - N 426 -135 Be 75 35.54 42.60 D-R 284 -313 N-J 1575 -827 Apply puriins to any chords above or below fillers D-P 1805 -913 J-M 928 -1448 at 24" OC unless shown otherwise above. P - E 549 -766 M - K 4001 -2166 Wind E-O 312 -160 L-K 1068 -1806 Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. GENERAL TERMS and CONDRtONS be valid. JmW BdnLID PE6H19 NMIe Ibue 6gtrevPp 4 91615 u519 Wea a+1 OaL: tt4 19 1aTYN1B v m Tua9 Sysfan En9ineerar any beilSng. All 2pha lneA R:nm are as EefRM in TPI-1. - - M1 RmlTn�wu-Rnm•Lvii,u, date-- arvtmm W orzYtiMMwYNM Xwwlttnn mrmiavWi NMt RmlTnwxa Job Truss Truss Type City Ply 1U/U4/ZUlU 2692 77930 1 A22 I MONO I 1 1 1 ' 84 9 � /n BC WT T 1 G F -8%8 f18X12(R) 08X14(ft) $E TPI obso, sFATFIATEPEO. 174 --I 11w 1136M 11W Loading Criteria (m9 Wind Criteria Code I Misc Criteria DeDICSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Sld: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Std: 2014 VERT(LL):.0.066 F 999 360 Loc R+ / R- / Rh / Rw / U I RL H 3938 /- !- !- 12172 I- BCLL: 0.00 Enclosure: Closed Rep Factors Used: Varies by Ld C sI RT(CL): 0.127 F 999 240 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.021 D - - 1 4001 /- /- A 12205 /- EXP: C Kzt: NA Plate Type(s): HORZ(TL) 0.039 D - - Wind reactions based on MWFRS Des Ld: 45.00 Mean Height: 25.00 ItWAVE, HS Creep Factor. 20. H B Width = 8.0 Min Re 3.3 r9 q = NCBCLL: 10.00 TCDL: 5.0 psf Maz TC CSI: 0.424 I Erg Width = 8.0 Min Req = 3.3 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.980 Bearings H & I are a rigid surface. Spacing: 24.0" MWFRS Parallel Dist: 0 to h/2 Bearings H & I require a seat plate. C&C Dist a: 3.00 it Max Web CSI: 0.970 Maximum Top Chord Farces Per Ply (Ibs) Loc. from endwall: not in 4.50 Wgt: 131.61bs Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 VIEW Ver. 19.01.00A.0618.15 A-B 2562-4817 C-D 94 -108 2108-3814 Wind Duration: 1.60 Top chord 2x6 SP #2 Bot chord 2x8 SP 24001-1.8E Webs 2x4 SP #2:W1, W7 2x8 SP 24001-1.8E: :W3, W4 2x4 SP #3: Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac=125) TC: From 74 pit at 0.00 to 74 plf at 13.33 BC: From 10 pit at 0.00 to 10 plf at 13.33 BC: 1138 lb Conc. Load at 1.73, 3.73, 5.73, 7.73 9.73,11.73 Plating Notes ('•) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purllns In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 81 0.00 13.33 Apply puffins to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left bottom chord exposed to wind. "WARNING" Please llareu4hlv rand. doo-A-11 8,e TDD to bs calk. As F TRUSSES (-SELLER-), GENERAL TERMS and CONDITIONS CUSTOMER CBUn ]retying (Too) and the Brodsky Engineer reference sheet before use. Unless olhelwlse uss Design Engineering (i.e. S,x dally Engineer), the seal on any Too repneseno, an a= Top only, under TP14. The design assumpgons, loading misters, suilability and use of a Bulitling Designer, in the co dext of lbe IRC, to IBC, 1=1 building code and W1I 1. The ndng stall be to responsibility of to Bulking Designer and CoiNador. All notes set out I bushedl by Wl W SBCA are referenced for general guWance. TPI-t defines Ne res dherMse definetl by a canted agreed upon in vaidng by as ponies Involvad. The Special spilalleed teems are as definM In TPI-1. w,v Gum Loa .0 d..e to wlMnn Wm dA-1HMTn- Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. H - G 368 -208 F - E 3226 -1774 G - F 4170 -2294 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A - H 1644 -3290 F - C 3960 -2041 A-G 3981 -2179 C-E 2324 -4224 G-B • 859 -391 D-E 150 -173 B - F 544 -977 d anygf'ieltl EquNf.M^O W31615 dims and =� aa, R neru Ofele TNaa OAp: 16Ussel.42ate Job Truss Truss Type Qty Ply 10/04/2019 3131 77930 A23 I HIPM 11 I 1 l T =3X6(Bi) ;- 9• e5X12 =4X6 m3X8 =3X6 =4X4 _. P�r<m= I&M 1 I VAA1 VAA,: MCI, asu - Ilik?I rw II 8 ]11.5X4 SEAT PLATE REQ. r2'^j'� -3Yi-8 -F =7X8 sH0308 4ZW =5X6 IV3X6LY SEAT PLATE REQ. T 1 Loading Criteria (p q Wind Criteria Code / Mise Criteria DeflICS1 Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.279 G 999 360 Loc R+ I R- I Rh / Rw I U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.655 G 738 242 X 2111 I- I- /1418 1925 /283 BCDL: 10.00 Risk Category: ll FT/RT:10(0Y10(10) HORZ(LL):-0.131 D - - Y 1883 /- /- /1054 /890 I- EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 ft Plate Type(s): WAVE, HS HORZ : 0.2.0 D �) - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 pst Creep Factor. 2.0 X Br W g Idih = 8.0 Min Req = 1.7 Load Duration: 1.25 BCDL: 5.0 psf Max TC CSI: 0.588 Y Big Width = 8.0 Min Req = 2.2 Spacing: 24.0" MWFRS Parallel Dist: 0 to hl2 Max BC CSI: 0.981 Beatings X & Y are a rigid surface. C8C Dist a: 4.27 ft Max Web CSI: 0.941 Bearings X & Y require a seat plate. Loc. from endwalnot in 6.50 Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Wgt: 264.6 lbs Chords Tens.Comp. Chords Tens. Counts. Wind Duration: 1.60 VIEW Ver. 19.01.00A.0618.15 A-B 300 -421 F-G 2781 -4892 Lumber B-C 2128 -3514 G-H 2O17 -3717 Top chard 2x4 SP M-30 2x4 SP f- C-D 1902-3317 H-1 2017 -3717 B1 chord 2x4 SP M-30:B1 2x4 SP 2400f-2.OE: 40O .0E: D - E Z796 -4921 I - J 2017 -3717 :BotB2 :B22x6 SP 2400E-2.0E: E-F 2781 -4892 J-K 1280 -2361 Webs 2x4 SP #3:W1 2x6 SP #2: :W2 2x4 SP 2400f-2.0E: Maximum Bot Chord Forces Per Ply (Ibs) :W7, Wl12x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bracing A-X 417 -228 S-R 0 0 (a) Continuous lateral restraint equally spaced on member. X - W 67 -118 R - P 166 -93 B - V 3012 -2024 P - O 4130 -2270 Plating Notes W- U 0 0 O- N 4130 -2270 All plates are 1.5X3 except as noted. V - T 3089 -2135 N - M 2453 -1340 T- Q 2934 -1789 M- L 0 0 Purllns In lieu of structural panels or rigid ceiling use pudins Maximum Web Forces Per Ply (Ibs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.00 42.67 X - B 1453 -2232 Q - G 883 -594 BC 49 0.00 3.81 V-W 152 -224 P-G 492 -618 BC 94 3.81 ' 15.69 C - T 376 -171 G - N 309 -504 BC 63 15.69 42.67 D-T 151 -20 H-N 370 -465 Apply purlins to any chords above or below fillers D - Q 2242 -1183 N - J 1543 -826 at 24' OC unless shown otherwise above. E - Q 405 -480 J - M 958 -1465 Wind Q-R 119 0 M-K 2862 -1552 Q - P 4016 -2202 K - L 1077 -1827 Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. and read notes on this used for Ne MD to be ROOF TRUSSES ('SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER (BUYER') ACKNOWLEDGMENT -tarn. eegn assumpmns,immng mndiaons, sultaeiliry and use ofWs Truss for any Builtling is Ne uewao,.am vaexac heat of the lRC. the lBC, local buildng node antl TPl-1. Theapproval of gb TDD antl arryfield wim Rm.enos..rn,e daptsts tyofMeBuilding Designerand Cantraedar All notes set outinineToo and thepaUieesend 'aSi Bes4 are referencedfar eneral uldanee. TPI- po rRum'si aewa :t agreed upon In wiling by eA parties involvetleno p elalty Encloses i NdO�of the Tess oau: ,00a'mrs In Toll. -e-nanni2vimnfP-1 Rent T.- Job Truss Truss Type 77930 A24 I HIPM 12 6 p City IPlyI10/G4/2019 206p 132M 132q 132M 13zq 132M 13zq 132M 13oy 135M 126q 126M 12sg 120 12 136M rX6---j S.TPL M.M. R O P O .sQ H0306 m3x4 aH0510 3 12 12 4T i 93.10 42T SW + 39M 60p idSM 60 ONd 60p 60M + 60k 1 6 SWd 504d + 60p 60M 1 60M+ am 60N i d6M 99M Loading Criteria (pap Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 it NCSCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.27 fit Loc. from endwall: not in 9.00 GCpi: 0.18' Wind Duration: 1.60 wmoer I Top chord 2x4 SP M-30 :T1 2x4 SP 42: Sot chord 2x4 SP M-30 :B1, 35 2x4 SP #2: Webs 2x4 SP #3 :Wt, W9 2x6 SP #2: : W8 2x4 SP #2: Nallnote Nall Schedule:0.131"x3", min. nails Top Chard: 1 Row @12.00" o.c. Sot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails In each row to avoid splitting. Special Loads -(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) TC: From 74 pit at 0.00 to 74 pit at 7.00 TC: From 37 pit at 7.00 to 37 pit at 42.67 BC: From 20 pit at 0.00 to 20 pit at 7.03 BC: From 10 pIf at 7.03 to 10 pIf at 24.51 BC: From 10 pit at 24.51 to 10 pit at 29.10 BC: From 10 pit at 29.10 to 10 pit at 37.41 BC: From 10 pIf at 37A1 to 10 pif at 42.67 TC: 208lb Conc. Load at 7.03 TC: 132lb Conc. Load at 9.06,11.06,13.06.15.06 17.06,19.06.21.06,23.06,40.94 TC: 130lb Conc. Load at 25.06 TC: 135lb Conc. Load at 27.06,39.06 TC: 126lb Conc. Load at 29.06,31.06,33.06,35.06 37.06 BC: 145 lb Conc. Load at 7.03 BC: 60 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06,29.06,31.06,33.06,35.06 37.06 BC: 50 lb Conc. Load at 25.06 BC: 39 lb Conc. Load at 27.06,39.06 BC: 46 lb Conc. Load at 40.94 -WARNING - Verify deslgn par. on 3434 T w6 am 1 Code / Misc Criteria Oefl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udell L/# Gravity Non -Gravity TPI Sid: 2014 VERT(LL): -0.522 F 926 360 Loc R+ / R- 1 Rh / Rw / U / RL S 3087 1- I- /- /2390 /- Rep Factors Used: Varies by Ld C %RT(CL): 0.771 F 626 241 FT/RT:10(0)/10(10) HORZ(LL):-0.171 K - - T 2770 1- /- /- /1939 /- Plate Type(s): HORZ(TL): 0.253 K - - Wind reactions based on MWFRS WAVE, HS Creep Factor. 2.0 S Brg Width = 8.0 Min Req = 1.8 Max TC CSI: 0.749 T Brg Width = 8.0 Min Req = 1.6 Max BC CSI: 0.977 Bearings S & K are a rigid surface. Bearings S & K require a seat plate. - Max Web CSI: 0.655 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 464.8 lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 19.01.00A.0618.15 A-B 90 -30 F-G 3730 -5106 B-C 1593-19M G-H 2827 -3977 Purlins C - D 1415 -1736 H -1 2827 -3977 In lieu of structural panels or rigid ceiling use purlins D - E 2708 -3489 I - J 1858 -2614 to laterally brace chords as follows: E - F 2913 -3904 Chord Spacing(in Oc) Start(ft) End(ft) TC 24 7.00 42.67 BC 66 0.00 24.51 BC 57 24.51 29.10 BC 65 29.10 37.41 BC 64 37.41 42.60 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. S CUSTOMER ('BUYER') ACMN use. uNess oth ww Mae an Ne Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-S 5 -56 O-N 4032 -3001 S - R 175 -137 N - M 5063 -3699 R - Q 2848 -2325 M - L 2750 -1961 Q-P 2848-2325 L-K 13 -13 P-O 3915 -3065 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp S-B 1213 -1516 F-N 1370 -932 B - R 1623 -1315 N - G 370 -273 C - R 641 -459 G - M 1041 -1296 R-D 1188-1455 M-1 1465 -1034 D - P 849 -506 I - L 894 -1180 P - E 473 -566 L - J 2901 -2064 E-O 197 -14 K-J 958 -1344 F - O 576 -825 wMixn rgmJ Wn NA-1 RmrTn. JaiwtBMt+P FEvam WMh Xwm EryNaMp CA 9161 a NSt Snub dW. R PvmRaeBl6 agile: ION^J1018 Job 77930 truss Truss Type B01 I HIPS 1ty I Ply 110104/2019 2613 III T 1 3i a2X4(ett 20U 132#+ 13W 24p♦ 1321E 20N T r 7V6 t ZV6{-T21 --{-3•d 1T 2,--�-213 2# { 2,0.6 1 To-6--j o6x8 c 1004 T2 O6E8 r- �Aaww romm 0 a e3zs Loading Criteria (paq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: ll EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 fist Spacing: 24.0 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not In 4.50 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 :T2 2x4 SP 2400f-2.0E Bot chord 2x4 SP M-30 :82 2x4 SP #2: Webs 2x4 SP 43:W1 2x6 SP #2: :W4 2x4 SP #2: JI6xfi(R) d 145# K J e2 I [-IN sa4x6 -Us Y6x6(R) 13x6 SEAT PUTS REQ 60#+ 6 60# �+ 66# BOp � fib+ 14M Code I Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld FT/RT:10(0)/10(10) Plate Type(s): WAVE Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads --(Lumber Dur.Fac =1.251 Plate Dur.Fac =1.25) TC: From 74 plf at 0.00 to 74 pit at 7.00 TC: From 37 pit at 7.00 to 37 pit at 21.67 TC: From 74 plf at 21.67 to 74 plf at 28.67 Be: From 20 pit at 0.00 to 20 pit at 7.03 Be: From 10 pif at 7.03 to 10 pit at 21.64 Be: From 20 pit at 21.64 to 20 pif at 28.67 TC: 208 lb Conic. Load at 7.03,21.64 TC: 132 lb Conc. Load at 9.06,11.06,13.06.14.33 15.60,17.60,19.60 Be: 145 lb Conic. Load at 7.03,21.64 Be: 60 lb Conc. Load at 9.06,11.06.13.06,14.33 15.60,17.60,19.60 Purlins In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.00 21.67 Be 41 0.00 28.67 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind _ Left bottom chord exposed to wind. -WARNING** Please Nproughly ravlew lie-A-1 ROOF TRt Vanity design Parameter and read noes on this Truss Design Dmwb mnneclordatess llbeumdror Ne TODlobevalid_ Aan Tmsau, TERMS and a2X4(61) De01CSl Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Gravity Non -Gravity VERT(LL): -0,223 D 999 360 Loc R+ / R- / Rh / Rw / U I RL M 2028 I- I• /- /1996 A €tRT(CL): 0.219 D 999 240 HORZ(LL)i-0.050 C - - H 2O28 !- /- /- /1996 1- HORZ(TL): 0.053 C - - Wind reactions based on MWFRS Creep Factor. 2.0 M Brg Width = 8.0 Min Req = 2A Max TC CSI: 0.881 H Brg Width = 8.0 Min Req = 2.4 Max BC CSI: 0.956 Bearings M & H are a rigid surface. Max Web CSI: 0.774 Bearings M & H require a seal plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt: 147.0 Ibs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 19.01.00A.0618.15 A-B 210 -137 D-E 3707 -3341 B-C 2585-2374 E-F 2586 -2375 C-D 3707 -3341 F-G 215 -143 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A- M 81 -148 J -1 2070 -2270 M-L 180 -159 1-H 176 -155 L - K 2069 -2269 H - G 85 -152 K - J 2070 -2270 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp M - B 2054 -1960 K - E 1441 -1606 B-L 2027-2209 E-I 381 -292 C - L 382 -293 I - F 2031 -2214 C - K 1442 -1606 F - H 2O59 -1964 D-K 1103 -921 in TPI-1. vMv, rvvrniccvm NMt RMTncuu. yandasoof Vas Trssforany Buildingisthe Jsnao LaIDPE4maa TPI-1. Theappnsvalofthe TOOandanyfiad ww*asxouso E.ya.ompdmss cotes set art In the Too and the pnnskesand ust 9lud sue. i6nes Na res rr� ponsibiliVes and dtZ. olihe Truss pale IsWI19 The Specialty Engineer Is NOT the 77930 u uas I IMau type Vry rry B02 HIPS 1 1 TUm4MOl e 3134 " rN 1 a2X4(B7) Loading Criteria (Pan TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " 1r ®5x6 E 04X4 I (a) r`43X4 ®1.SX3B C' B7.5X3 � h L K J I W4X6 =3X4 =3X6 =3X8 =4X6 SEAT PLATE REQ. SEAT PLATE REQ. �-2' 24'8- z Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL' 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :W1 2x6 SP 42: Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Bracing (a) Continuous lateral restraint equally spaced on member. Purllns In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 17.67 BC 75 0.00 28.67 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads based on MWFRS,with additional C&C member design. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. 28'8' DeB/CST Criteria A Maximum Reactions (Ibs) PP Deflection in loc Udell L/# Gravity Non -Gravity VERT(LL): 0.038 L 999 360 Loc R+ / R- / Rh / Rw / U / RL N 1346 /- /- /1331 f749 (208 VERT(CL): 0.066 L 999 240 HORZ(LL): 0.0221 - - 1 1346 /- /- /951 /699 /- HORZ(TL): 0.037 1 - - Wind reactions based on MWFRS Creep Factor. 2.0 N Brg Width = 6.0 Min Req = 1.6 Max TC CSI: 0.525 1 Brg Width = 8.0 Min Req = 1.6 Max BC CSI: 0.886 Bearings N & I are a rigid surface. Max Web CSI: 0.535 Bearings N & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt: 158.2 Ras Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 19.01.00A.0618.15 A-B 143 -126 E-F 1785 -1280 B - C 188 -80 F - G 352 -226 C - D 1770 -1290 G - H 322 -292 D-E 1713-1071 Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp A-M 137 -90 K-J 1184 -1352 M - L 976 -1044 J -1 924 -1162 L-K 1184-1352 I-H 288 -250 Maximum Web Forces Per Ply (Ibs) - Webs Tens.Comp. Webs Tens. Comp B-M 216 -185 J-E 456 -510 M - C 1536 -1418 J - F 403 -275 C-L 266 -364 F-I 1425 -1415 D - L 433 -497 I - G 238 -185 D-J 130 -118 TERMS and CONDITONS CUSTOMER('BUYER') ACKNOWLEDGMEM forn. ear reference sheet before use. UNess oNeWse stated on the Too, only Alpine RmfTrI.. Jmtl eNnI�PE6aPL9 vm.Ilwsasree.m"e ussls Y51 sl wa.IN4 RPmm.R&9K P9e: 10082019 Job 77930 Truss Truss Type B03 I HIPS Cry I y 110/04/2019 C 3135 13' 1 05X6 12Y0----( i Loading Criteria (p60 Wind Criteria Code / Misc Criteria Deb/CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7.10 Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCOL: 15.00 Speed: 160 mph TPI Std: 2014 VERT(LL): 0.031 J 999 360 LOG R+ / R- / Rh / Rw / U / RL BCLL: 0.00 ` Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.064 J 999 240 N 1347 /- /- 11329 /677 1247 BCDL: 10.00 Risk Category: II FT/RT:10(Ov10(10) HORZ(LL): 0.016 1 - - 1 1329 /- /- 1948 /634 /- EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 It Plate Type(s): WAVE, HS HORZ iTL ): 0. G - - Wind reactions based on MWFRS : 10.00 BCDL: 5.0 psf NCBLoad Creep Factor. 2.0 2.0 N Erg Width = 8.0 Min Req = 1.5 Du Load Duration: 1.25 BCDL: 5.0 psf Max TC CSI: 0.579 1 Erg Width = 8.0 Min Req = 1.5 ° Spacing: 24.0 MWFRS PareDist: h/2 to h Max BC CSI: 0.686 Bearings N & I are a rigid surface. C&C Dist a: 3.0000 it Max Web CSI: 0.856 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 Chords Tens.Comp. Chords Tens. Camp. Wgt 165.21bs GCpi: 0.18 A-B 356 -274 E-F 1665 .1195 Wind Duration: 1.60 VIEW Ver. 19.01.00A.0618.15 B - C 414 -254 F - G 5a2 -372 Lumber C-D 1664-1194 G-H 547 -426 Top chord 2x4 SP #2 D - E 1580 -972 Bat chord 2x4 SP 2400f-2.0E Webs 2x4 SP #3 :W1 2x6 SP #2: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. Purllns In lieu of structural panels or rigid ceiling use puriins A - M 224 -271 K- J 1070 .1252 to laterally brace chords as follows: M - L 1097 -1164 J -1 1051 -1257 Chord Spacing(in oc) Start(ft) End(ft) L- K 1070 -1252 I - H 361 -438 TC 24 13.00 15.67 BC 75 0.00 28.50 Maximum Web Forces Per Ply (Ibs) Apply pudins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24° OC unless shown otherwise above. B-M 237 -218 E-J 327 -551 Wind M-C 1374-1418 J-F 314 -139 Wind loads based on MWFRS with additional C&C member design. C - L 245 -111 F - I 1245 -1399 Left and right cantilevers are exposed to wind D - L 287 -590 I - G 276 -212 Left bottom chord exposed to wind. L-E 177 -163 -A-1 ROOF TRUSSES NA-1fl Tnu . All notes 1 defines od. The use of The ,�memnarves6em Vnablbux Bgeavinp G9t615 usl9tiueM FtPWw.f19,BN Oafr 1GFY]OtB Job Truss Truss Type Oty Ply 10/04/2019 3136 77930 B04 SPEC 6 1 r 14•a• F 1YP� �. EM4M 6 12 p 03X4G — — A3X4 /3X6 g) 03X6 B G%4X6 a) a) Bs2X4(Bi)A W1 rot L K J 6H 13X6 ®4Xd ®34.3xa Ba4X4 SEATP TEREe. 26V Loading Criteria (pgp Wind Criteria Code / M1sc Criteria Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection In loc Udeg L/# Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.050 J 999 360 Loc R+ / R- / Rh I Rw I U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.092 J 999 240 M 1361 /- /- /1330 /663 1277 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.018 D - - H 1138 I- I- 1924 /598 /- EXP: C Kzb NA Des Ld: 45.00 Plate Type(s): HORZ(fL): 0.029 D - - Wind reactions based on MWFRS Mean Height: 25.00 it WAVE Creep Factor. 2. M Big Width = Min Req = 1.6 NCBCLL: 10.00 TCDL: 5.0 psf MTC CSI: 0621 ax H Brg Width =- - Min Req = - Load Duration: 1.25 BCDL: 5.0 psi Bearing M is a rigid surface. Spacing: 24.0 ° MWFRS Parallel Dist: h/2 to h Max BC CSI: 0.762 Bearing M requires a seat plate. C&C Dist a: 3.00 it Max Web CSI: 0.962 Loc. from not In 9.00 Maximum Top Chord Forces Per Ply (Ibs) Wgt: 151.2 Ibs Chords Tens.Comp. Chords Tens. Comp. GCpi: i: 0.18 .18 Wind Duration: 1.60 VIEW Ver: 19.01.00A.0618.15 A-B 145 -55 D-E 1627 -1194 Lumber B-C 1870-'1486 E-F 1601 -1198 Top chord 2x4 SP #2 C - D 1881 -1356 F - G 1942 -1547 Sot chord 2x4 SP #2 Webs 2x4 SP #3:W1 2x6 SP #2: Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a) Continuous lateral restraint equally spaced on member. A- M 62 -81 K- J 1356 -1538 M - L 362 -271 J -1 1309 -1646 Purilns L-K 1356-1538 I-H SO -78 In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Maximum Web Forces Per Ply (Ibs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. SC 75 0.00 26.67 Apply puriins to any chords above or below fillers M - B 1462 -1258 J - F 641 -415 at 24' OC unless shown otherwise above. S - L 1115 -1394 F - I 309 -313 L-D 248 -240 I-G 1265 -1616 Hangers/Ties D-J 507 -443 G-H 12B2 -1083 (J) Hanger Support Required, by others E-J 749-1159 Wind Wind loads based on MWFRS with additional C&C member design Left cantilever is exposed to wind Left bottom chord exposed to wind. 3 representsen ewepWca fb suliabllity and use of Nis Tuss I nde and TPI.1. The approval of for. M notes at art h the ME) J BMty K. VRJ- B Naee ErgNeNnp G.5 9f 6f 5 LL51511,K. . I FLa1B16 OfI. ILLgyM1B gryJTnavu Job 77930 Truss B05 Truss Type Qty Ply HIPS 11 I 1 10104/2019 3137 1 m I6 =2X4(B1) 1 Loading Criteria (ps0 TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0" t^ 9' 10'8' ItI-5X3 SEAT PLATE RED. SEAT PLATE RED. �'— 2' j 24'8' j 2' -{ Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not In 9.00 GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Bol chord 2x4 SP #2 Webs 2x4 SP #3 :W1 2x6 SP #2: Purlins In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 9.00 19.67 BC 75 0.00 28.67 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Code I Misc Criteria DeflICSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TPI Sld: 2014 VERT(LL): -0.050 E 999 360 Loc R+ / R- I Rh / Rw I U I RL p 1346 /- I- /1326 1812 1170 Rep Factors Used: Yes VERT(CL): 0.088 E 999 240 FT/RT:10(0)/10(10) HORZ(LL): 0.020 J - - J 1346 /. I- /957 f743 I - Plate Type(s): HORZ(TL): 0.034 J - - Wind reactions based on MWFRS WAVE Creep Factor. 2.0 P Erg Width = 8.0 Min Req = 1.6 Max TC CSI: OA58 J Erg Width = 8.0 Min Req = 1.6 Max BC CSI: 0.836 Bearings P & J are a rigid surface. Max Web CSI: 0.477 Bearings P & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt: 158.2 lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 19.01.00A.0618.15 A-B 182 -95 E-F 2069 -1384 B - C 208 -48 F - G 1837 .1302 C-D 1796-1302 G-H 212 -197 D - E 2069 -1394 H - I 205 .255 Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. Please Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-0 114 -123 L-K 1100 -1471 O-N 776 -835 K-J 747 -984 N-M 1180-1411 J-1 259 -171 M-L 1100-1471 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp B-O 200 -153 M-F 392 -450 C - C 1591 -1368 F - K 223 -305 C-N 464 -657 K-G 532 -556 D - N 251 -253 G - J 1524 -1368 D - M 392 -52B J - H 204 -153 E - M 349 -408 and CONDITIONS CUSTOMER (°BUYER') ACKNOWLEDGMENT' fo re. �noe sheet before use. UNess oNelwise slated on Me TOD. oNv Moine 614?1 by Jmela Gmlq PEBiere 4151M Earq tlp W916i5 %.Plum.fL919M pAB: IbW]018 Job Truss Truss Type Oty, Ply 10/04/2019 3138 77930 C01 MONO 110 I 1 T F 1 If �axl ;�RI BEATRAMPEO. SEATPIATERE6 �2 13Y• Loading Criteria (pep Wind Criteria TCLL: 20.00 Wind Std: ASCE7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: U EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 it NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psi Spacing: 24.0 ° MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 got chord 2x4 SP #2 Webs 2x4 SP #3:W1 2x6 SP #2: Code / Misc Criteria Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Bracing (a) Continuous lateral restraint equally spaced on member. Purling In lieu of structural panels or rigid ceiling use purling to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 67 0.00 15.33 Apply purling to any chords above or below fillers at 24° OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Left bottom chord exposed to wind. -WARNING" Please thoroughly review Ne°A-1 ROOF TRUSSES anly desian oaaaeters and read notes an this Truss Deslon D rosin m)[ Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): 0.014 G 999 360 Loc R+ / R- / Rh l Rw l U / RL H 846 /- /- /938 /359 /401 VERT(CL): 0.023 D 999 240 HORZ(LL):-0.006 D - - 1 597 /- /- /664 /320 /- HORZ(TL): 0.008 E - - Wind reactions based on MWFRS Creep Factor: 2.0 H Brg Width = 8.0 Min Req = 1.5 Max TC CSI: 0.967 1 Brg Width = 8.0 Min Req = 1.5 Max BC CSI: 1.000 Bearings H & I are a rigid surface. Max Web CSI: 0.352 Bearings H & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt: 88.2 lbs Chords Tens.Comp. Chords Tens. Comp. VIEWVer. 19.01.00A.0618.15 A-B 210 -167 C-D 695 -656 B - C 691 .724 D - E 98 -204 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-H 187 -146 G-F 637 -860 H-G 89 -476 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. H-B 721 -766 D-F 988 -732 S-G 701 -587 E-F Z76 -219 G - D 411 -559 ns olhevase defined by e Ad eeplalbad te1Ts are as 11. 11— Inn. 1.. u,numnd w. sting cannibals, eullabUdY and Use at Nis Tram for any Bunt, la Me J 110ulw.aaaw C, Ii building code and TPl-1. Theepprovalof Ne TOOaManyfeld v H,,,s lewd oasts ner and Contractor. Al notes sal out In Me MO and the actices and .1 in BN. sealglfdaeae. TPI-idefines Neaspmsibgigesanddufi.ofNe Truss oiI`iaoa Wo ig by all parties Involved. The Specialty Engineer is NOT Me RMT , Job 77930 Truss Truss Type Qty Ply 10/0412019 CO2 HIPM I 1 11 3425 Loading Criteria (ast[ TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 ° T 1 Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist h/2 to It C&C Dist a: 3.00 it Loc. from endwall: not In 9.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3:W 1 2x6 SP #2: 14'1P E� SEAT MTE nEa. SEpT G1ATEREO. IDS } 13Y' Code I Misc Criteria Code: FBC 2017 RES TPI Still: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Bracing (a) Continuous lateral restraint equally spaced on member. Puriins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 56 0.00 15.33 Apply puriins to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Left bottom chord exposed to wind. Please Mamughly nwfe the -A-1 ISM and read notes an this Truss G GENERAL TERMS I 1 DeflICSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Gravity Non -Gravity VERT(LL): 0.014 G 999 360 Loc R+ I R- / Rh / Rw / U / RL VERT(CL): 0.023 D 999 240 H 846 /- /- 1937 /360 1389 HORZ(LL):-0.006 D - - 1 597 /- A 1637 1308 /- HORZ(TL): 0.007 F - - Wind reactions based on MWFRS Creep Factor. 2.0 H Brg Width = 8.0 Min Req = 1.5 Max TC CSI: 0.938 1 Brg Width = 8.0 Min Req = 1.5 Max BC CSI: 0.999 Bearings H & I are a rigid surface. Max Web CSI: 0.353 Bearings H & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt: 89.6 lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 19.01.00A.0618.15 A-B 213 -174 C-D 709 -658 B-C 705 -727 D-E 91 -185 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-H 192 -148 G-F 639 -862 H - G 83 -464 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. H - B 738 -768 D - F 981 -725 B-G 710 -606 E-F 249 -227 G - D 410 -556 rvvnccam NF1 RMT— imrolved. and the �R¢Id wob d any e=�^�G31n6 eq.. and 45161 Wtie BM1. dibe Trnss aM legy$019a Job Truss Truss Type Cry I Pry 10/04/2019 3140 77930 1 CO3 1 HIPM 1 1 Loading Criteria (pep TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 T in Y6'----I sFATFIATE REb. SEAT TE REQ. F Y lye 16'4- Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 it TCDL: 5.0 psf BCDL: 5.0 list MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 8 Loc. from endwall: not in 9.00 GCpl: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Hot chord 2x4 SP M-30 Webs 2x4 SP #3 :Wt 2x6 SP #2: Purlins In lieu of structural panels or rigid calling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 12.83 15.33 BC 75 0.00 15.33 Apply pudins to any chords above or below fillers at 24' CC unless shown otherwise above. Code I Misc Criteria Code: FBC 2017RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left Cantilever is exposed to wind Left bottom chord exposed to wind. Def11CS1 Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udell L/# Gravity Non -Gravity VERT(LL): 0.011 G 999 360 Loc R+ ! R- / Rh / Rw / U I RL VERT(CL): 0.019 C 999 240 1 861 /- /- 1946 /377 /336 HORZ(LL): 0.005 C - - J 583 /- /- 1593 1342 /- HORZ(TL): 0.009 C - - Wind reactions based on MWFRS Creep Factor. 2.0 1 Brg Width = 8.0 Min Req = 1.5 Max TC CSI: 0.617 J Brg Width = 8.0 Min Req = 1.5 Max BC CSI: 0.734 Bearings I & J are a rigid surface. Max Web CSI: 0.781 Bearings I & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt: 99.41bs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 19.01.00A.0618.15 A-B Z78 -217 C-D 350 -356 B-C 332 -196 D-E 0 0 Maximum Hot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-H 175 -196 G-F 261 -353 H - G 493 -697 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-H 215 -188 D-G 738 -939 H - C 327 -730 D - F 993 -735 C-G 431 -334 E-F 94 -91 TERMS and CONDITIONS CUSTOMER ('BUYER') ACKNOWLEDGMENT' form. ser reference chest before use. Unless olhery se slated on the Too, only Alpine :nolneerl. Me seal on aw Too reeresents an amcntanse of Me nmfccslonal ermineen remticWnNA1 RmtTno— JmW absl�PE 6t80e W1nb XaN FrylrevNp G9161a u519 We BM, ft Rmm, Fl.N9r8 aqe: ery9ry]019 Job 77930 Loading Criteria ipsp TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0' T m 1 Truss Truss Type Qty Ply 10/0412019 C04 HIPM 1 1 r 1011W 4'6- -( SEATy PLATE REe. SEAT PLATE REQ. 1- 2' -13'4' i 15'4' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category. II EXP: C Kzt: NA Mean Height: 25.00 It TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 9.00'i GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :W1 2x6 SP #2: Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 10.83 15.33 Be 88 0.00 15.33 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Code I Misc Criteria Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FTIRT:10(0)/10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Left bottom chord exposed to wind. ad Wire Too in be valid. As of the sPgle Truss depicted or Ne ownels authorized anent i 3141 Def11CSl Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl L#t Gravity Non -Gravity VERT(LL): 0.018 G 999 360 Loc R+ / R- / Rh / Rw / U / RL G 846 /- /- /917 /403 /399 VERT(CL): 0.019 C 999 240 HORZ(LL):-0.012 C - - H 597 /- I- 1573 /445 /- HORZ(TL): 0.013 C - - Wind reactions based on MWFRS Creep Factor. 2.0 G Big Width = 8.0 Min Req = 1.5 Max TC CSI: 0.826 H Brg Width = 8.0 Min Req = 1.5 Max Be CSI: 0.938 Bearings G & H are a rigid surface. Max Web CSI: 0.843 Bearings G & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt: 91.0 lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 19.01.00A.0618.15 A-B 263 -209 C-D 572 -404 B - C 546 -570 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-G 224 -213 F-E 0 0 G - F 337 -655 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - B 548 -708 F - D 656 - 929 B-F 330 -101 D-E 817 -576 C - F 451 -345 yMBMHp PE62¢� v 1 xeu¢ wwxeane warm¢ us stvo. era. asv1 fL 9 Ms eRbeal9 Job 77930 T m 1 Truss C05 p3X6 SEAT PI MREO. �2'- Truss Type HIPM 8'10' City Ply 10/04/2019 1 1 —{—e6' %5X6(R) 1113X4(R) C D F -3X8 113X6 SEAT PLATE REQ. i 15.4' i Loading Criteria (a30 Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C K t; NA Des Ld: 45.00 Mean Height: 25.00 It NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0' MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 GCpI: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 But chord 2x4 SP #2 Webs 2x4 SP #3 :W 1 2x6 SP #2: :W4 2x4 SP #2: Puriins In lieu of structural panels or rigid ceiling use purins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 8.83 15.33 BC 75 0.00 15.33 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. 2628 , 4 P. 1 Code I Misc Criteria DeOICSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in Too Udefl L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): -0.013 C 999 360 Loc R+ / R- I Rh I Rw / U I RL G 846 /- /- 1898 /444 1325 Rep Factors Used: Yes VERT(CL): 0.022 C 999 240 FTIRT:10(Ou10(10) HORZ(LL):-0.007 C - - H 597 /- /- /544 1483 (- Plate Type(s): HORZ(TL): 0.008 C - - Wind reactions based on MWFRS WAVE Creep Factor. 2.0 G Erg WIdti1= 8.0 Min Req = 1.5 Max TC CSI: 0.720 H Erg Width = 8.0 Min Req = 1.5 Max BC CSI: 0.765 Bearings G 8 H are a rigid surface. Max Web CSI: 0.923 Bearings G 8 H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt: 86.8 Ibs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 19.01.00A.0618.15 A-B 159 -40 C-D 740 -496 B - C 742 -652 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.CDmp. Chords Tens. Comp. A-G 48 -93 F-E 0 0 G-F 134 -361 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G-B 737 -740 F-D 612 -912 B-F 450 -471 D-E 697 -547 C - F 386 -288 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Left bottom chord exposed to wind. -WARNING^ Please thoroughly mAm Me W1 ROOF TRUSSES 'MN deslon oeremete. and read notes on Nis Truss DesloR Dmwine nO[ GENERAL TERMS end CONDITIONS farm. The Soad.1W Engineer ie NOT Ne d .et. W. wlnnn -�. NMI RMTniwr,. 3uMeom�ra evrt3 lNW Xwse BgtreolnpeA 31613 Y51 RP'mmR.., R319ra D.:1644]M9 JOO I MISS 77930 C06 I russ type Qty I Ply HIPM 1 1 10/04/2019 2622 I Loading Criteria (pan Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 it NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50' GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 :T2 2x6 SP 2400f-2.OE: got chord 2x4 SP #2 Webs 2x4 SP #3 :W1 2x6 SP 42: :W4 2x4 SP #2: 6•IT14-ro•8t!! --2• to x• t�r t-�1� $FATPIAiE RE6 $ERT PLgTEREO. i 13M Code I Misc Criteria Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Varies by Ld FT/RT:10(0y10(10) Plate Type(s): WAVE Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25) TC: From 74 plf at 0.00 to 74 pit at 6.87 TC: From 37 pit at 6.87 to 37 pit at 15.33 BC: From 20 pIf at 0.00 to 20 pit at 6.91 BC: From 10 pIf at 6.91 to 10 pIf at 15.33 TC: 201 lb Conc. Load at 6.91 TC: 128 lb Conic. Load at 8.94,10.94,12.94,14.94 BC: 136 lb Conic. Load at 6.91 BC: 56 to Conc. Load at 8.94,10.94,12.94,14.94 Purlins In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 6.87 15.33 BC 53 0.00 15.33 Apply pudins to any chords above or below fillers at 24' CC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left Cantilever is exposed to wind Left bottom chord exposed to wind. Plesse dwroughly review the tors and read notes on this T. SBA Sep De01CSl Criteria PP Deflection in loc Udell L/# VERT(LL):.0.037 C 999 361 110.036 C 999 241 HORZ(LL):-0.013 E - - HORZ(TL): 0.014 E - - Creep Factor. 2.0 Max TC CSI: 0.471 Max BC CSI: 0.980 Max Web CSI: 0.376 Wgt: 87.5 Ibs VIEW Ver. 19.01.00A.0618.15 ind CONDITIONS CUSTOMER (' Ica sheet before use. Unless othen Ne seal on am TDD reo,e ern an M ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL G 1128 /- /- /- /1015 /- H 992 A /- A /1103 /- Wind reactions based on MWFRS G Brg Width = 8.0 Min Req = 1.5 H Brg Width = 8.0 Min Req = 1.5 Bearings G & H are a rigid surface. Bearings G & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 243 -155 C-D 33 -32 B-C 1158-1081 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-G 84 -169 F-E 886 -969 G-F 71 -60 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G-13 1144-1142 C-E 1018 -928 B-F 917 -977 D-E 557 -467 F-C 182 -44 be RodTn,.cvs_ .wneowen oasrnm KTlb Xwv EnptreeNq C491619 N5151lWe only r l+wra,rslsw Me: 169Y101B 77930 Muss Iyya CJ1 JACK Vry I rly Xvurtmlo 14 1 3144 , Loading Criteria( q TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 • Lumber Top chord 2x4 SP #2 Sot chord 2x4 SP #2 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psi MWFRS Parallel Dist. 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of structural panels or dgid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 12 0.00 0.97 Apply pudins to any chords above or below fillers at 24` OC unless shown otherwise above. 12 6 B 2X4(B1)A - - D C Code / Misc Criteria Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:10(Ou10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional G&C member design. Additional Notes ""` BEARING ANALOG MODIFIEDI ••"` DeftlCS1 Criteria PP Deflection in loc Udefl L#f VERT(LL): 0.000 C 999 361 VERT(CL): 0.001 C 999 241 HORZ(LL):-0.000 C - - HORZ(TL): 0.000 C - - Creep Factor. 2.0 Max TC CSI: 0.041 Max BC CSI: 0.014 Max Web CSI: 0.000 Wgt: 4.2 lbs VIEW Ver. 19.01.00A.0618.15 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL C 23 P 770 /42 /24 r77 B 76 1- f70 /68 /43 178 Wind reactions based on MWFRS C Brg Width =1.5 B Brg Width = 1.5 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 98 -99 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 119 -79 Rmf TnwRs. The W1gk XPW�p E�gMeainr G916t5 ust sl line INtl, R Fueo.R91918 Om: IbM20t9 Job Ifuss 77930 CJ3 Truss Type JACK Qty I Ply 4 1 10/04/2019 3145 Loading Criteria (,9 TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP 42 Webs 2x6 SP #2 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 It TCDL: 6.0. psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 36 0.00 2.97 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. -2X4(B1) 12 6 C HB 4"15 SEAT PLATE REQ. 2' --� i 2'6"12 0, 1 S I^ 2'11"11 -{ Code I Misc Criteria Code:FBC 2017 RES TPI Still; 2014 Rep Factors Used; Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Negative reaction(s) of-376# MAX from a non -wind load rase requires uplift connection. See Maximum Reactions. Def11CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.047 E 659 36( VERT(CL): 0.091 E 335 24( HORZ(LL):-0.026 C - - HORZ(TL): 0.051 C - - Creep Factor. 2.0 Max TC CSI: 0.477 Max BC CSI: 0.416 Max Web CSI: 0.166 Wgt: 14.0 Ibs VIEW Ver. 19.01.00A.0618.15 GENERAL TERMS and CONDITIONS T 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh I Rw I U I RL F 1005 /- /- 11057 /358 1108 D - /-358 /- /165 /436 /- C - /-376 /- /120 1369 P Wind reactions based on MWFRS F Brg Width = 8.0 Min Req = 1.5 D Brg Width =1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Bearing F requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A-B 117 -256 B-C 251 -179 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 301 -72 E-D 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 1000 -565 eMTn�swv x any Building is 0a .wx60wapP dys the Too and anyfleld s�w"iwusaoa�eNgwsrsrs and the piadws and klSL-4 and dailies a the Truss mu: iaanrzare is NOT the Job Truss Truss Type 77930 1 CJ3P I JACK 12 Oty Ply 10/04/2019 10 1 C T SEAT PLATE REQ. 2' -{ i- 2'6"12 f 1A i-2'11"11 3146 Loading Criteria (peq Wind Criteria Code / Misc Criteria DefIICSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl L!# Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Std: 2014 VERT(LL): 0.055 E 561 360 Loc R+ / R- I Rh l Rw I U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.091 E 335 240 F 1005 /- !- 11120 /421 /108 BCDL: 10.00 Risk Category: Il FT/RT:10(0Y10(10) HORZ(LL):-0.030 C - - D - /-358 /- 1169 /440 /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.051 C - - C - /-376 /- /126 /375 /- Des Ld: 45.00 Mean Height: 25.00 ft WAVE Creep Factor. 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.302 F Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf ° Max BeCSI: 0.313 D Brg Width = 1.5 Min Req = - Spacing: MWFRS Parallel Dist: 0 to h/2 C Brg Width = 1.5 Min Req = - C&C Dist a: 3.00 it Max Web CSI: 0.128 Bearing F is a rigid surface. Loc. from endwall: Any Wgt: 14.0 Ibs Bearing F requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 19.01.00A.0618.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord 2x4 SP #2 A - B 117 -228 B - C 198 -179 Bot chord 2x4 SP #2 Webs 2x6 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use pudins A- E 281 -73 E - D 0 0 to laterally brace chords as follows: Chord Spacing(In oc) Start(ft) End(ft) Maximum Web Forces Per Ply (Ibs) Be 36 0.00 2.97 Webs Tens.Comp. Apply puriins to any chards above or below fillers at 24" OC unless shown otherwise above. B - E 853 -565 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Left bottom chord exposed to wind. Additional Notes Negative reaction(s) of-376# MAX. from a non -wind load was requires uplift Connection. See Maximum Reactions. "WARNING" Please thoroughly review the -A-1 ROOF TRUSSES 'only design palametem and read notes on Nis Truss Dasgn Drawing (TOE onnedor dates shall be used forthe TDO to be valid. Asa Truss Dasion Ei GENERAL TERMS and CONDITIONS CUSTOMER ("BUYER') ACKNOWLEDGMENT° form. none,[ NMI RMTn— . tluenuu.emm Nt"4 Xa¢e EnpNazMp G elfin e Y5191ab" &A. Om: 1WNN1B Joe truss truss type ury Ply lu/U4%LU1S 77930 CJ5 JACK 2 1 1 3147 C 12 6p 1111.5X3 B m lV HB 2'4°15 2X4(B1)A 1III 1 F E D 111.5X SEAT PLATE REQ. i-2' 1 —2'6°72 -} 2'4°15 �{ �4'it°11 Loading Criteria (pail) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psi Spacing: 24.0 ° MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50' GCPi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Sot chord 2x4 SP #2 Webs 2x6 SP #2 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 60 0.00 4.97 Apply pudins to any chords above or below fillers at 24° OC unless shown otherwise above. Code IMisc Criteria Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to vend Please thoroughly review he-A-1ROOF DefUCSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in too Udefl L/# Gravity Non -Gravity VERT(LL): 0.060 E 512 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.119 E 257 240 F 480 /- !- /440 it 18 /182 HORZ(LL):-0.035 C - - D - /-38 /- 136 /52 /- HORZ(TL): 0.066 C - - C 48 /-25 /- /19 199 Creep, Factor. 2.0 Wind reactions based on MWFRS Max TC CSI: 0.357 F Brg Width = 8.0 Min Req = 1.5 Max BC CSI: 0.316 D Brg Width =1.5 Min Req = - Max Web CSI: 0.060 C Brg Width =1.5 Min Req = - Bearing F is a rigid surface. Wgt: 19.6 lbs Bearing F requires a seat plate. VIEW Ver. 19.01.00A.0618.15 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 121 -207 B-C 21 -116 and Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 239 -84 E-D 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 365 -325 I A.l R T— sdllablatyand use of MIS Truss for any Building Into vn�oeaxwa misays CAatn�S xsle and TPI-1. The approval of to TOO and any sold sr,. aw. tor. All notes set out in the TOO and to padlaes and as+.51 �ygrp TPI-1 defines the responsNllities and Miles of to Truss pm: +Ranm. woNed. The Spedalty Erlgineer Is NOT the 77930 CJ5C JACK 2, I.;, 3148 I ...,,�._..... Loading Criteria (psp TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0" 1 � Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psi MWFRS Parallel Dist 0 to W2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 But chord 2x4 SP #2 Webs 2x4 SP #3 :W 1 2x6 SP #2: Purllns In lieu of structure[ panels or rigid calling use purling to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 49 0.00 3.96 BC 12 3.96 4.97 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. 12 6 p =3X4 F SEAT PLATE REQ. �2'--� D T - 3'11'S .1 Eii� i— 4'11'11� Code I Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. De11ICS1 Criteria PP Deflection in loc L/defl L14 VERT(LL): 0.016 1 999 360 VERT(CL): 0.017 1 999 240 HORZ(LL):-0.015 C - - HORZ(TL): 0.017 C - - Creep Factor: 2.0 Max TC CSI: 0.240 Max BC CSI: 0.071 Max Web CSI: 0.085 Wgt: 28.0 Ibs VIEW Ver. 19.01.00A.0618.15 ELLER'), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER) ACK id the Spedalty Engineer reference sheat Was use. Udess oNervAse stated m g ceding (i.e. Spedalty Engineer), the seal on any Too repnosents an aroeplance of nsl-1. The design assumptlons, Ioad'mg conditions, suitability and use of We Truss 3r, in the carted of the IRC, the IBC, local building code and TPI-1. The approval; iresponsTgitydfNe Building DeslgnereMConW=r. Allnotessetouiinilao ME and SBCAaiereferenmdfageneralguldinam TPI-1 defines the rerponoblligr bya Conrad agreed upon in wilting byati pa es medH . The Spedalty Engines e as defined NTPI-1. M UAllwdtlwwMnn rMmucc'um NAA PmrTnvwS. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh l Rw I U / RL 1 438 /- /- /402 1107 /182 E 18 /- /- /10 16 /- D 55 /-30 A 136 /122 A Wind reactions based on MWFRS I Brg Width = 8.0 Min Req = 1.5 E Big Width =1.5 Min Req=- D Big Width =1.5 Min Req= - Bearing 1 is a rigid surface. Bearing I requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 228 .218 C-D 25 -112 B - C 27 -49 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-1 244 -181 H-E 0 0 I-G 49 -223 G-F 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I-B 327 -371 H-C 62 -160 B-G 287 -62 H-G 63 -189 fild NM BH oessaaseGaf6�6 end ust sumenq Truss oab: leaso(1e Job Truss Truss Type pry Ply 10/04/2019 77930 I CJ5P I JACK 110 11 3149 • C 12 sp B 111.5X3 � fV HE 2'4"15 2X4(Bi) A t 1 F E D Loading Criteria (paq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C KzD NA Des Ld: 45.00 Mean Height: 25.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psi Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from Birdwell: not in 4.50 GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2z6 SP #2 Putting In lieu of structural panels or dgld calling use purling to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 60 0.00 4.97 Apply purling to any chords above or below fillers at 24" OC unless shown otherwise above. SEAT PLATE REQ. I-- Z i 2'6"12 i 24"15 1 4'11'11 —� Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(Ou10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Left bottom chord exposed to wind. -WARNING- Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Gravity Non -Gravity VERT(LL): 0.069 E 442 360 Loc R+ I R- / Rh I Rw / U I RL VERT(CL): 0.119 E 257 240 F 480 /- /- 1534 /203 /182 HORZ(LL):-0.039 C - - D - 1-38 /- 116 123 /- HORZ(TL): 0.066 C - - C 48 1.25 /- 116 /99 /- Creep Factor. 2.0 Wind reactions based on MWFRS Max TC CSI: 0.357 F Erg Width = 8.0 Min Req = 1.5 Max BC CSI: 0.368 D Brg Width = 1.5 Min Req = - Max Web CSI: 0.075 C Erg Width = 1.5 Min Req = - Searing F is a rigid surface. Wgl: 19.6 Ibs Bearing F requires a seat plate. VIEW Ver. 19.01.00A.0618.15 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-e 120 -244 S-C 21 .115 Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 267 -85 E-D 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 422 -326 fan. AN moire@ad terms mmmNn a A.1 RmfTna— sultabilily and use of this Truss (or any Building is the I Jm1sl.m f£sans rude end TP14. The approval ofNe TDD and any geld +nme Rwx e,gr.umr cAmas dot.1 deones set oulinfsi INa endthe radices and �151Iitl°�tl' TPI-ldefi 8 Nerespondblilpe9a N TOneofOne Truss wix iaevmin' InvoNetl. Thegpedalry Engineer is NOT Ne Job 77930 Truss Truss Type D01 I COMN Oty Ply 2 1 1 10/04/2019 2631 , Loading Criteria (pep TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 ° T Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: It EXP: C Kzb NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W1 2x6 SP #2: Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 74 pit at 0.00 to 74 pit at 7.00 TC: From 37 plf at 7.00 to 37 plf at 10.67 BC: From 20 pit at 0.00 to 20 plf at 7.03 BC: From 10 pit at 7.03 to 10 pit at 10.67 TC: 208lb Cone. Load at 7.03 TC: 184lb Cone. Load at 9.06 BC: 145lb Cone. Load at 7.03 SC: 100lb Cone. Load at 9.06 Purllns In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in DO) Start(ft) End(ft) TC 24 7.00 10.67 BC 120 0.00 10.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left Cantilever is exposed to wind Left bottom chord exposed to wind. used far Ne TDD to be valid. in of the dmTe Truss deolote saM TO'8 �=P6-!!1-174--( SFATPIATE REO. SFAT MTE RFA Code I Misc Criteria Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Varies by Ld FTIRT:10(Ov10(10) Plate Type(s): WAVE 4 led 14M DeflICSI Criteria PP Deflection in loc Udell L/# VERT(LL): -0.006 C 999 36i §tRT(CL): 0.007 C 999 24i HORZ(LL):-0.003 E - HORZ(TL): 0.003 E - - Creep Factor. 2.0 Max TC CSI: 0.568 Max BC CSI: 0.670 Max Web CSI: 0.268 Wgt: 58.8lbs VIEW Ver. 19.01.00A.0618.15 GENERAL TERMS end CONDITIONS CUSTOMER (-60' yaly Engineer refemnm sheet before um UNess othenmw 4, P M 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity LOG R+ !R- /Rh /Rw /U /RL G 833 /- /- !- 1637 !- H 647 /- I- /- 1590 /- Wind reactions based on MWFRS G Brg Width =8.0 Min Req=1.5 H Brg Width = 8.0 Min Req = 1.5 Bearings G 8 H are a rigid surface. Bearings G 8 H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 178 -216 C-D 20 -23 B - C 177 -245 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-F 196 -146 F-E 307 -321 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-F 274 -316 C-E 427 -403 F - C 304 -303 D - E 129 .179 ACKNOWLEDGMENrfenn. JwLB1YmLy PEBEB'.tl 1Nde YaN EryGevMp G 91818 4ui sww ena. a rura,R.N9W era: 1M6Y%9 i .-1-u1A.1RMT.- Job Truss Truss Type Oty Ply 10/04/2019 77930 D02 I COMN 12 I 1 I 3151 a2X4(BI) T Loading Criteria (Pep Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: ll EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psi Spacing: 24.0 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00' GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP 42 Webs 2x4 SP 43 :W 1 2x6 SP #2: Purlins In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Startift) End(ft) TC 24 9.00 10.67 BC 75 0.00 10.67 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. r`- s• ra•—( SEAT PIATE REO, SEATPIATE REe. I-2 f ea•j Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FTIRT:10(0Y10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Left bottom chord exposed to wind. -WARNING- Vedfydeson,n to Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.010 G 999 36 VERT(CL): 0.009 C 999 24i HORZ(LL):-0.008 C - - HORZ(TL): 0.009 C - - Creep Factor. 2.0 Max TC CSI: 0.490 Max BC CSI: 0.545 Max Web CSI: 0.323 Wgt 68.6 Ibs VIEW Ver. 19.01.00A.0618.15 GENERAL TERMS and CONDITIONS I 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ IR. /Rh /Rw /U /RL G 639 /- /- 1702 1282 1331 H 372 /- /- /367 1266 /- Wind reactions based on MWFRS G Brg Width =8.0 Min Req=1.5 H Brg Width = 8.0 Min Req = 1.5 Bearings G & H are a rigid surface. Bearings G & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 137 -75 C-D 230 -165 B - C 194 -283 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-G 88 -70 F-E 0 0 G-F 141 -397 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G-B 402 -524 F-D 530 -739 B - F 288 -25 D - E 676 -452 C - F 469 -325 forte. RrcJTn•e[M y and nes Of MIS nos fOr My BaJdrg is Cie Jmd BfAm40 f£BR03 TPI.1. TheappmvadMaTDDandalyfieltl vrtaa Neue a,gmemacesrns iotss set out N the TDO and Me practices and �+sl sllvW aa. fines Me fes aa.m, rtwve ponsiNlitles entl duties of Me Tluss de. IDOSS a The Specialty Engineer is NOT Ne Job Truss 77930 D03 Truss Type GABL CITY I Ply 110/04/2019 3152 , 0j7 T3°9 f Loading Criteria (csq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7.10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 it NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 8 Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 1.5X3 except as noted. Purllns In lieu of structural panels or rigid calling use pur ins to laterally brace chords as follows: Chord Spacing(In oc) Start(ft) End(fl) BC 120 0.00 14.67 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. 12 6 p T3'9 07 L K J I H SEAT PLATE REQ. 14'8' Code I Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RTAO(Op10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for gable wind bracing requirements. and DeB/CSI Criteria PP Deflection In loc L/defl L/# VERT(LL): -0.003 L 999 36( VERT(CL): 0.005 L 999 24( HORZ(LL):-0.003 L - - HORZ(TL): 0.004 L - - Creep Factor: 2.0 Max TC CSI: 0.122 Max BC CSI: 0.098 Max Web CSI: 0.062 Wgt: 65.8lbs VIEW Ver. 19.01.00A.0618A5 te2X4(D8R) e ♦ Maximum Reactions (Ibs), or.=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL G' 93 /- /- /55 /51 /9 Wind reactions based on MWFRS G Brg Width = 175 Min Req = - gearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 33 -73 D-E 190 -65 B-C 128 -69 E-F 127 -89 C-D 190 -65 F-G 90 -119 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-L 65 -31 J-1 76 -37 L-K 72 -35 I-H 72 -37 K-J 76 -37 H-G 72 -39 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp B-L 240 -204 I-E 208 -146 C - K 208 -146 H - F 240 -204 D-J 9 -104 Ne Too only, under TPI-1. The design assumptions, loading ccndtions, suitability and use of this Trees for lu, BOUngis the .iaerewuvu,veeuoe or the Building Dwigneq in the tooted of Me Inc, Me IBC, local bustling code and WI -I. Theepiaovalofthe TDDandanyfield vnuaawua aieheen^e u.mes id brad shall ba the res bill of Ne Building Designer and Conhedm. Alydesideutin Me TDDandthe radices antl �'a WO'N' n9 pansi b g 9 p arir,1 . 01 w 3SCI)WInlished by TPI and SBCAare re/erencedforgeneralguidanoo. TPI-1 defines One responalbllides and duties of the Tess one: +amrzora ss oN se defined by a Conrad agreed upon in wilting byall parties Involved. The Spedalty Engineer is NOT Iha Al caphaizd leans are as dented In TPI-I, a. In nmlmm, k ortJYMM WIMn eN wltYm Nmof11RMTh,— Loading Criteria (gaq TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 Truss Truss Type City Ply HJ5P I HIP 4 1 1 Wind Criteria Wnd Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 It TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP W30 got chord 2x6 SP #2 Webs 2x6 SP #2 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25) TC: From 2 plf at 0.00 to 2 plf at 9.84 BC: From 2 plf at 0.00 to 2 pit at 9.84 TC: 153 lb Conc. Load at 1.38 TC: -397 It, Conc. Load at 4.21 TC: 96 lb Conc. Load at 7.03 BC: 47 lb Conc. Load at 1.38 BC: -424 lb Conc. Load at 4.21 BC: -9 lb Conc. Load at 7.03 Purlins In lieu of structural panels or rigid ceiling use purilns to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 9.84 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Left bottom chord exposed to wind. 5 �1'P84- Y9.15 ag}Ms i Mo-� r4M sBBrinwreREo. -28'3� 4]g 4 424p Code I Misc Criteria Code:FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Varies by Ld FT/RT:10(0)/10(10) Plate Type(s): WAVE Additional Notes Negative reactions) of -392# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. -WARNING- N 6'47 9M* De0/CSI Criteria PP Deflection in too Udefl L/# VERT(LL): 0.311 E 133 36( 1F,'ERT(CL): 0.339 E 122 24( HORZ(LL):-0.118 B - - HORZ(TL): 0.127 B - - Creep Factor. 2.0 Max TC CSI: 0.484 Max BC CSI: 0.738 Max Web CSI: 0.205 Wgt 39.91bs VIEW Ver. 19.01.00A.0618.15 ice sheet before use. Ne seal on any1DD IBC.Im1 WWinm 10/04/2019 3153 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh I Rw I U / RL F 545 I-392 /- I- /1697 A D 86 I-102 A A 1135 A C 75 I-1 /- A /137 A Wind reactions based on MWFRS F Brg Width = 11.3 Min Req = 1.5 D Erg Width = 1.5 Min Req = - C Erg Width = 1.5 Min Req = - Bearing F is a rigid surface. Bearing F requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 80 -97 B-C 266 -46 Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 57 -49 E-D 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 928 -237 ACKNOW GMENT'form. JwtBOml®PEuem `M W e Ilaw EpAenbyN 9f 6f 5 MSISLW BM, D P1 R9lBfa Op;:to2NAIB era mmxewiN0.f RWTnu Job 77930 Truss Truss Type HJ7 I HIP_ Ory Piy 1010412019 3154 Loading Criteria (pap TOLL: 20.00 TCDL: 15.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kri: NA Mean Height: 25.00 It TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h12 C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP M-30 Bot chord 2x6 SP #2 Webs 2x6 SP #2 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25) TO: From 2 pit at 0.00 to 2 pit at 9.94 BC: From 2 pit at 0.00 to 2 pit at 9.84 TO: 153lb Cone. Load at 1.38 TO: -397 lb Conc. Load at 4.21 TO: 96lb Conc. Load at 7.03 BC: 47 lb Conc. Load at 1.38 BC: 424 lb Conc. Load at 4.21 BC: -9 It, Conc. Load at 7.03 Puriins In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Starl(ft) End(ft) BC 75 0.00 9.84 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left Cantilever is exposed to wind 1�rea 4-i9'15 aa- 2 15 i- 10--- 13 aze p 1dxa SFATRATEREO. e) 6YM a 41 Code! War Criteria Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Varies by Ld FT/RT:10(0)/10(10) Plate Type(s): WAVE Additional Notes Negative reactions) of-392# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. for tyre Def11CSl Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udell LX Gravity Non -Gravity VERT(LL): 0.318 E 130 360 Lac R+ / R- I Rh / Rw I U l RL kSRT(CL): 0.339 E 122 240 F 545 /-392 I- 1- 11692 /- HORZ(LL):-0.120 B - - D 86 /-102 I- /- 1149 /- HORZ(TL): 0.127 B - - C 75 /A I- !- /137 /- Creep Factor. 2.0 Wind reactions based on MWFRS Max TO CSI: 0.484 F Brg Width = 11.3 Min Req = 1.5 Max BC CSI: 0.738 D Brg Width = 1.5 Min Req = - Max Web CSI: 0.201 C Big Width = 1.5 Min Req = - Bearing F Is a rigid surface. Wgt' 39.9lbs Bearing F requires a seat plate. VIEW Ver. 19.01.00A0616.15 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-S 80 -96 B-C 262 -46 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 56 -49 E-D 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 914 -237 view the-A.1 ROOF TRUSSES('SELLER'), GENERAL TERMS unit CONDITIONS CUSTOMER('BUYER') AC"Ow1EDGMEN form. i this Truss Design Drawing (Too) and Me Specialty Engineer referanm sheet before use. UNess otherwise stated m Me MD. only Alpine M be valid. As a Truss Design Engineering (i.e. Specialty Engineer), Me seal on any TOO represents an acceptance of the professional engineer rue depicted on Me MO oNw. under TPl-1. The design assumntions. loadino mndNrns. suitablliN and use of Min Truss for env Buudins Is Me A .eurnep. ere ..-ErgM'Ira GA W.'s u519Wti . r Rem., re.a.a Dee: 10482119 Me upon in wrung by au In n. NMI RnsTn- Job Truss Truss Type Qty Ply 10/04/2019 77930 1 HJ7C HIP 1 1 3155 1 P. Loading Criteria (psq TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 T Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 fl TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 GCpi: 0.18 Wind Duration: 1.60 Top chord 2x6 SP 24001-2.0E Bot chord 2x4 SP 24001-2.0E Webs 2x4 SP #3 :W1 2x6 SP #2: Special Loads -(Lumber Our.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 2'plf at 0.00 to 2 plf at 9.84 BC: From 2 pit at 0.00 to 2 pit at 9.84 TC: 153 Ib Conc. Load at 1.38 TC: -397 lb Conc. Load at 4.21 TC: 111 Ib Conc. Load at 7.03 BC: 47 Ib Conc. Load at 1.38 SC: -424 lb Conc. Load at 4.21 BC: 36111 Conc. Load at 7.03 Puriins In lieu of structural panels or dgid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in Go) Start(ft) End(ft) BC 69 0.00 5.59 BC 51 5.59 9.84 Apply pudins to any chords above or below filers at 24' OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. 153 �( Hip I-1'4.0-I--M15 a0--(� T9.1s i 20.10----1 I `F T % "`.0 -11-3� 4 4]4: 474 Code I Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld FT/RT:10(0u10(10) Plate Type(s): WAVE Additional Notes Negative reaction(s) of -353# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. "WARNING" Please thoroughly mWmw the 'A-1 shell be G Defl/CSI Criteria PP Deflection in Too L/defl L/# VERT(LL): 0.261 1 148 360 .tRT(CL): 0.266 1 146 240 HORZ(LL):-0.162 C - - HORZ(TL): 0.163 C - - Creep Factor. 2.0 Max TC CSI: 0.327 Max BC CST: 0.391 Max Web CSI: 0.157 Wgt: 49.7 lbs VIEW Ver. 19.01.00A.0618.15 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL 1 527 /-353 I- /- 11643 /- E 84 /- 1- /- /18 1- D 96 /-89 1- /- /321 1- Wind reactions based on MWFRS I Brg Width = 11.3 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing I is a rigid surface. Bearing I requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 419 0 C-D 32 -107 B - C 400 -40 Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-1 0 -374 H-E 0 0 I-G 0 -387 G-F 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I -B. 1000 -381 H-C 12 -384 B-G 413 0 H-G 0 -399 CONDITIONS CUSTOMER ('BUYER*) ACKNOWLEDGMENT' fo11n. sheet bekre use. UNess otlIe .stated on Ne Too. only Alpine -9-SW In wrung by 0 part , NA-1 RMTn, 4me,eDslry F£P 't✓g �t94Ma� Rp CA]I815 Ft Pleem. FL319r5 pna +ooaama Job 77930 Loading Criteria (psil TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 ° Lumber Top chord 2x4 SP #2 Bot chord 2x6 SP #2 Webs 2x6 SP 42 Special Loads Truss Tmss Type Oty Ply 10104/2019 HJ7H HIP_ 1 1 I- Iwo 4--ze-ts a�Zriszr8--I � c u T aze 2 aS ti(p1 HB 6'YS F1 1E o maze SFATM REO �3'S10-�(�fiTS� } 9TtB�j Wind Criteria Wind Std: ASCE 7.10 Speed: 160 mph Enclosure: Closed Risk Category: ll EXP: C Kzt: NA Mean Height: 25.00 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 GCpi: 0.18 Wirid Duration: 1.60 -(Lumber Dur.Fac =1.25I Plate Dur.Fac=1.25) TC: From 2 plf at 0.00 to 2 plf at 9.66 BC: From 2 plf at 0.00 to 2 plf at 9.66 TC: 153 Its Conc. Load at 1.38 TC: -397lb Conic. Load at 4.21 TC: 96 Ib Conc. Load at 7.03 BC: 47 Its Conc. Load at 1.38 BC: -424lb Conc. Load at 4.21 BC: -9 lb Conc. Load at 7.03 Puriins In lieu of stmctural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 9.66 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Left bottom chord exposed to wind. 2625 , Code I Mlsc Criteria Defi/CS1 Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udefl L#t Gravity Non-Gmvity TPI Std: 2014 VERT(LL): 0.312 E 133 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Varies by Ld C sSRT(CL): 0.347 E 119 240 F 541 /389 /- /- 11689 /- FT/RT:10(Ou10(10) HORZ(LL):-0.118 B - - D 80 /-110 /- /- 1142 !- Plate Type(s): HORZ(TL): 0.130 B - - C 73 1- /- /- /139 !- WAVE Creep Factor. 2.0 Wind reactions based on MWFRS Max TC CSI: 0.839 F Brg Width =11.3 Min Req = 1:5 Max BC CSI: 0.763 D Brg Width = 1.5 Min Req = - Max Web CSI: 0.223 C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Will: 38.51bs Bearing F requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 19.01.00A.0618.15 Chords Tens.Comp. Chords Tens. Comp. A-B 82 -110 B-C 265 -46 Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 69 -51 E-D 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 932 -231 Additional Notes Negative reactions) of-389# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. or the and ) represents an at suitability and use tode am TPI-1. T form. Ism .tmM BOwi,o ra. nyfleld wmoB xeuser omewyc�nrnts as and 'a51ew'a B+4 he Toss oae: romamte lMn�cWnML1 RMTni�¢�.t 1Job Truss Truss Type City Ply 10/04/2019 77930 J5 I EJAC 2 11 I zsls A I . r B T 1 SEAT PLATE RED. 5' Loading Criteria (psp Wind Criteria Code I Misc Criteria DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code:FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Std: 2014 VERT(LL): -0.000 A 999 360 Loc R+ / R- / Rh 1 Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.000 A 999 240 D 234 /- /- 1265 1144 /- BCDL: 10.00 Risk Category: Il FT/RT:10(0)/10(10) HORZ(LL):-0.001 A - - C 100 /- /- 1186 /111 /- EXP: C Kzt: NA Des Ld: 45.00 Plate Type(s): HORZ(TL): 0.001 A - - B 1 B4 /- /- 1116 /112 /183 Mean Height: 25.00 ft WAVE Creep Factor. 2.0 Wind reactions based on MWFRS NCSCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.719 D Brg Width = 6.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf ° Max BC CSI: 0.505 C Brg Width = 1.5 Min Req = - Spacing: 24.0 MWFRS Parallel Dist: 0 to h/2 B Brg Width = 1.5 Min Req = - C&C Dist a: 3.00 ft Max Web CSI: 0.092 Bearing D is a rigid surface. Loc. from endwall: not in 9.00 Wgt: 16.81bs Bearing D requires a seat plate. GCpI: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 19.01.00A.0618.15 Chords Tens.Comp. Lumber Top chord 2x4 SP #2 A- B 164 -82 got chord 2x4 SP #2 Webs 2x4 SP #3 Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Purlins In lieu of structural panels or rigid ceiling use puriins D-C 0 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply (Ibs) Sc 60 0.00 5.00 Webs Tens.Comp. Apply pudlns to any chords above or below fillers at 24' OC unless shown otherwise above. q- D 310 -184 Wind Wind loads based on MWFRS with additional C&C member design Left bottom chord exposed to wind. ROOF TRUSSES ('SELLER'). GENERAL TERMS and CONDITIONS .Ivr aania PEsaros WTOb Xouw FaplrMNpGJIBIS WlSltuy &10. R P'wufL31818 pay 1¢4ht10 MMI R Tn— Job 77930 Truss Truss Type J7 I EJAC Ory I Pry 10104/2019 23 1 3158 Loading Criteria (uri TCLL: 20.00 TCDL: 16.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 ° Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x6 SP #2 -11 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C K t: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50' GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 7.00 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. .x 12 6 p HB 4'S'4 E SEAT PLATE REQ. � 2' --f �-- 2'6'12 - -{- 4'5.4 r r—� fi Code / Misc Criteria DefIICSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TPI Sid: 2014 VERT(LL): 0.171 E 179 360 Loc R+ / R- I Rh I Rw I U / RL Rep Factors Used: Yes VERT(CL): 0.243 E 126 240 F 516 I- /- /448 /143 /257 FT/RT:10(0Y1O(10) HORZ(LL):-0.098 C - - D 60 I- l- 132 120 A Plate Type(s): HORZ(TL): 0.112 C - - C 132 I- I- /87 1179 (- WAVE Creep Factor. 2.0 Wind reactions based on MWFRS Max TC CSI: 0.540 F Brg Width = 8.0 Min Req = 1.5 Max BC CSI: 0.471 D Brg Width = 1.5 Min Req = - Max Web CSI: 0.091 C Brg Width =1.5 Min Req = - Bearing F is a rigid surface. Wgt: 25.2 Ibs Bearing F requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 19.01.00A.0618.15 Chords Tens.Comp. Chords Tens. Comp. A - B 137 -259 B - C 59 -173 Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 277 -97 E-D 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 407 -389 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind TRUSSES valid. GENERAL TERMS and form. ng byell pit" Ievobed. The Spedally Engineer Is NOT the RmfTnavna. .4aetB6nLID1£6tB09 W^de Mmue F^01^evl^0 pA 9� 616 451 flYnf Mtl. D.:I RID Oaa: �bD9YVn0 Job miss 77930 HA Truss Type EJAC ally Ply 1 11 10104/2019 3428 r T a T 1 i Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 pelf Spacing: 24.0 MWFRS Parallel Dist h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not In 9.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Sot chord 2x4 SP #2 Webs 2x6 SP #2 :W2 2x4 SP #3: Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 32 0.00 2.67 BC 37 2.67 5.67 BC 16 5.67 7.00 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. 12 SF TPLATE REQ. —2'----i C i 2'8' } 3- i 1'4'---{ Code I Misc Criteria Code: FBC 2017 RES TPI Sld: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional CSC member design. TERMS end T �{ DeD/CSI. Criteria PP Deflection in loc Udefl L#f VERT(LL): 0.017 F 999 36( VERT(CL): 0.019 F 999 24( HORZ(LL):.0.010 C - - HORZ(TL): 0.011 C - - Creep Factor. 2.0 Max TC CSI: 0.390 Max BC CSI: 0.177 Max Web CSI: 0.140 Wgt: 33.6 lbs VIEW Ver. 19.01.00A.0618.15 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL G 530 /- /- /460 195 /182 D 39 /-14 I- 141 133 /- C 135 /- /- 197 1101 /- Wind reactions based on MWFRS G Brg Width = 8.0 Min Req = 1.6 D Brg Width = 1.5 Min Req = - C Brg Width =1.5 Min Req = - Bearing G is a rigid surface. Bearing G requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 232 -223 B - C 60 -152 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-F 232 -175 E-D 0 0 F - E 60 -347 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - F 388 -432 B - E 345 -59 form. ME) aMTn�cw. �tlalry Englrear is rue .umpow�recxem 'ram Ea tlNMlnp W 918t5 RPWn,M1v9�8 ow: roparzme Job 77930 Truss Tmss Type RB EJAC Cry Ply 1 1 10/04/2a19 3431 Loading Criteria(,9 TCLL: 20.00 TCDL: 15.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. fmmendwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 got chord 2x4 SP #2 Webs 2x6 SP #2 :W2 2x4 SP #3: Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 32 0.00 2.67 BC 12 2.67 3.67 BC 40 3.67 7.00 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. 12 6p 12 SEAT PLATE RED, F�z-i Code / Misc Criteria Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FTIRT:10(0)/10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. tD C 90 m E 14X6(R1.L D 3 DeftICSI Criteria PP Deflection in loc L/dell L/# VERT(LL): 0.089 F 357 36( VERT(CL): 0.115 F 277 24( HORZ(LL):-0.050 C - - HORZ(fL): 0.063 C - - Creep Factor. 2.0 Max TC CSI: 0.481 Max BC CSI: 0.371 Max Web CSI: 0.171 Wgt: 30.8lbs VIEW Ver. 19.01.00A.0618.15 TERMS and CONDITIONS CI mrreferenceo Mbefore use. :mineen. the seal on ary TDD -4 r r ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL G 529 !- /- /460 /95 1182 D 46 /-1 /- 134 /19 /- C 132 !- /- /88 1115 /- Wind reactions based on MWFRS G Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing G is a rigid surface. Bearing G requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 196 -205 B-C 59 -165 Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-F 225 -138 E-D 0 0 F-E 25 -221 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-F 330 -530 B-E 380 -43 farm. TDD I. AA-1R T— . BD=WPEe vmorrlw:a s+gs..lu•D waists usl auo. eu. R Rvm,R31&6 palC IWIffiQ%9 Job 77930 Truss RC Truss Type pry Ply EJAC 15 1 10/04/2019 3161 Loading Criteria (pep TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0' T m2x4(B1) 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 It TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.501 GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3:W 1 2x6 SP #2: Purlins In lieu of stmcturdl panels or rigid calling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 49 0.00 3.96 BC 36 3.96 7.00 Apply purling to any chords above or below fillers at 24' OC unless shown otherwise above. A SEAT PLATE REQ. r 3'11*8 P 2'11'-'� Code l Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection In loc L/defl LJ# Gravity Non -Gravity TPI Sid: 2014 VERT(LL): 0.151 1 185 360 Loc R+ / R- / Rh I RW I U I RL 1 491 I- /- /426 1136 /257 Rep Factors Used: Yes VERT(CL): 0.188 1 148 240 FT/RT:10(0)/10(10) HORZ(LL):-0.138 C - - E 63 I- l- /34 14 /- Plate Type(s): HORZ(TL): 0.155 C - - D 148 A /- /96 1203 /- WAVE Creep Factor. 2.0 Wind reactions based on MWFRS Max TCCSI: 0.731 1 Brg Width =8.0 Min Req =1.5 Max BC CSI: 0.144 E Brg Width = 1.5 Min Req = - Max Web CSI: 0.144 D Brg Width = 1.5 Min Req = - Bearing I is a rigid surface. Wgt: 33.61bs Bearing I requires a seat plate. Maximum Tap Chord Forces Per Ply (Ibs) VIEW Ver. 19.01.00A.0618.15 Chords Tens.Comp. Chords Tens. Comp. A-B 227 -217 C-D 66 -164 B-C 28 -B5 Wind Wind loads based on MWFRS with additional C&C member design. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-1 235 -177 H-E 0 0 I-G 45 -288 G-F 6 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. 1-3 322 -425 H - C 67 -172 B-G 337 -53 H-G 56 -225 :RAL TERMS end CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGMENT° face. :rginser reference sheet before use. Unless othemse slated on On, T" Doty Alpine laity Engineer). Me am[ on any TOO represents an acceptance of It Professional engineerin n assumption, loading Woollens, swiale ty and use of Nis Truss f Jarea. nsaas WMe IRC,MeIBC. loca] bulidingcode andTPI-1. Theapprevalof Me TDD end any geltl lenoa ad+ausu +euslar5 be Building Designerand Conbaalor. Allnotessetoutu Me TDO and Me pmc9ces end .1 ar� oW. x�u,rtwae refenencedfor enera dance. TPI- po g gui ttlefines Mares nalblTl4aa and tlnrlae erMe TNae eM¢lefMelB read upon in writing by all pandas involved. The Specapy Englnear is NOT Me M. in rw. NM1R Tnavx.. Job 77930 Truss Truss Type RD IEJAC try I Ply 110/0412019 3162 Loading Criteria (PBO TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 GCpi:0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x6 SP #2 :W2 2x4 SP #3: Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Stari(ft) End(ft) BC 32 0.00 2.67 BC 8 2.67 3.28 BC 45 3.28 7.00 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. E2X4(B1) CT 12 6 m /3xfiB _ W2 1_ E a4x6(R) D �3 12 SEAT PIATE REo. )^—r6'--)-6{ 3'6.10—� i T—j Code I Mlsc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. m (»valid. Aa TERMS and DeftICSI Criteria PP Deflection in loc Waft Lf# VERT(I-Q: 0.095 F 336 36( VERT(CL): 0.144 F 222 24( HORZ(LL):-0.053 C - - HORZ(TL): 0.079 C - - Craep Factor. 2.0 Max TC CSI: 0.504 Max BC CSI: 0.400 Max Web CSI: 0.201 Wgt: 29.4 Ibs VIEW Ver. 19.01.00A.0618.15 ♦ Maximum Reactions (Ibs) Gravity Nan -Gravity Loc R+ / R- ! Rh / Rw / U / RL G 529 I- /- /460 196 1157 D 50 /- /- /33 116 /- C 130 I- P /85 1100 1- Wind reactions based on MWFRS G Brg Width = 8.0 Min Req = 1.5 D Brg Wdth=1.5 Min Req =- * Brg Width = 1.5 Min Req = - Bearing G is a rigid surface. Bearing G requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. it A-B 179 -208 B -C 58 -169 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-F 231 -126 E-D 0 0 F-E 16 .160 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - F 325 -585 S - E 472 -47 fern. Too RWT—R. JVWBMI®PEs3BR NMb Wu[e EryMatlry CR91819 115194tie aW Omu 1918 BS& 10ffi2%8 Job 77930 Tmss Truss Type RE I EJAC Dry I Ply 1 1 10104/2019 3163 Loading Criteria LI>=rl TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duraflon: 1.25 Spacing: 24.0" li Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 pat MWFRS Parallel Dist: In to 2h C&C Dist a: 3.00 It Loc. from endwall: not In 9.00 GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 got chord 2x4 SP #2 Webs 2x6 SP #2 :W2 2x4 SP #3: Purlins In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 32 0.00 2.67 BC 32 2.67 5.28 BC 21 5.28 7.00 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. 12 SEAT PLATE REQ. F —2- C —2-8---{276--1 virl0 ---{ i T-I I 1 Code l Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udell L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.023 F 999 360 Loc R+ / R- / Rh 1 RW I U / RL G 530 1- /- /460 /95 /157 Rep Factors Used: Yes VERT(CL): 0.031 F 999 240 FT/RT:10(Ou10(10) HOR7(LL):-0.013 C - - D 39 I-13 /- /39 131 /- Plate Type(s): HORZ(TL): 0.016 C - - C 135 A A 196 186 I - WAVE Creep Factor. 2.0 Wind reactions based on MWFRS Max TC CSI: 0.403 G Brg Width = 8.0 Min Req = 1.5 Max BC CSI: 0.264 D Big Width = 1.5 Min Req = - Max Web CSI: 0.150 C Big Width = 1.5 Min Req = - Bearing G is a rigid surface. Wg[: 30.8 Ibs Bearing G requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 19.01.00A.0618.15 Chords Tens.Comp. Chords Tens. Comp. A-e 230 -220 B-C 60 -154 wind Wind loads based on MWFRS with additional C&C member design. 'WARNING- N. ROOF Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-F 228 -171 E-D 0 0 F-E 54 -335 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - F 382 -442 B - E 343 -55 M rapteilred terms ere as def In TPI-1. nl. Nnnvfxm. M omNIVMM utllwrtauvmman narmiuNn MMI RMThiaarz JonaeNyvEazem Vale Xouv EpFmRy W]let5 F1 —IN ow: inmrzns Job Truss Truss Type 77930 1 RG I EJAC Ory I Ply 5 1 10/04/2019 3164 - 12 6 p F SEAT PLATE RED. —2'� Q 3 12 C —29, i 44° -j r Loading Criteria (psq Wind Criteria Code I Misc Criteria Deb/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Dellection in Too Vdefl L/# Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.138 E 232 360 Loc R+ / R- 1 Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.179 E 178 240 F 530 /- A /461 195 /182 BCDL: 10.00 Risk Category: ll FT/RT:10(0)/10(10) HORZ(LL):-0.078 C - - D 60 /- /- 132 /6 /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.101 C - - C 126 A /- f77 /128 I - Des Ld: 45.00 Mean Height: 25.00 It WAVE Creep Factor. 20. reactions basedOon MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Maz TC CSI: 0.314 F Brg Width Minn Re 1.5 9 q = Load Duration: 1.25 BCDL: 5.0 sf p MaxBC CSI: 0.393 D Brg Width = 1.5 Min Req = - Spacing: 24.0 ° MWFRS Parallel Dist: h/2 to h C Brg Width = 1.5 Min Req = - C&C Dist a: 3.00 ft Max Web CSI: 0.052 Bearing F is a rigid surface. Loc. from endwall: not in 9.00 Wgt: 26.6lbs Bearing F requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 19.01.00A.0618.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord 2x4 SP M-30 A - B 108 -283 B - C 56 -177 Bot chord 2x4 SP M-30 :B2 2x4 SP #2: Webs 2x6 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Purlins A- E 300 -62 E - D 15 -28 In lieu of structural panels or rigid ceiling use purling to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply (Ibs) BC 32 0.00 2.67 Webs Tens.Comp. BC 54 2.67 7.00 Apply puriins to any chords above or below fillers S - E 410 -396 at 24' OC unless shown otherwise above. NOnd Wind loads based on MWFRS with additional C&C member design. Additional Notes Shim all supports to solid bearing. and CONOMONS CUSTOMER ('BUYER-) AC"OWLEDGMENP fame. )ut and me spatially engineer reference aneetbefere use. UNass"ba-se sonetl on me iou, Dory uplre Engineering (i.e. Specialty Engineer), me seal on any TOD represent an acmpNnce of Me professional engineedn radar TPN. The design assumptions, loading conditions, suitbitity, and use of Nis Tmss forany Bugling is Ne da a eiawnasoaaoa asigneA in Me context of Me IRC, Me IBC, local building code and TPI-1. The approval of Ne TDO end elrygeitl v^ab a^�a^ve> ^vusmt be me responsibil' of Me Building Designer aral Coneector. All notes set art In me TOD antl me pRcdces and wsr sU set dY f 9 _ n. plea. FLaleld IneTd by a Contead agreed porno Vng by ell paNas invdFved eTina Speciaally En9 �raert NOT Ne mNe Tmss ore: fommfa 1Job Truss Truss Type pry Ply 10/04/2019 77930 J7H IEJAC I5 1 2619 T sre 1 Loading Criteria (psil Wind Criteria TCLL: 20.00 Wind Sld: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 ° MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 got chord 2x4 SP #2 Webs 2x6 SP 42 Puriins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 6.88 Apply puriins to any chords above or below fillers at 24° OC unless shown otherwise above. C SEAT PLATE REQ. f-2'--I i--2'6°12 •1 43°12� Code I Misc Criteria Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:10(Ou10(10) Plate Type(s): WAVE Wind Wind (cads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Left bottom chord exposed to wind. "WARNING" Please Deft/CSI Criteria PP Defection in loc Udell L/# VERT(LL): 0.154 E 198 36i VERT(CL): 0.131 E 233 24i HCRZ(LL):.0.089 C - - HORZ(TL): 0.103 C - Creep Factor. 2.0 Max TC CSI: 0.612 Max BC CSI: 0.473 Max Web CSI: 0.091 Wgt: 25.2 Ibs VIEW Ver. 19.01.00A.0618.15 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity LOG R+ /R- /Rh /Rw I /RL F 513 /- I- /570 /217 1252 D 56 /- I- /108 [75 1- C 128 /- I- /88 1173 1- Wind reactions based on MWFRS F Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Bearing F requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-e 133 -282 B-C 57 -170 Maximum got Chord Forces Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Comp. A-E 301 -96 E-D 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 422 -384 SBCA In venting by all part i ni A.1 RMTnn— The I wt In in Wlab Ndne Erylrzol/9 C] ]t fi15 usi s<� eu, Ftwnm.ft]Iwe oae: �amrzme Job 77930 Truss Truss Type HP EJAC Oty Pry 10/0412019 11 I 1 3166 C 12 6p B 101.5 HB 4'54 E2X4(Bi) A F E D ti11.5X4 SEAT PLATE REO. —y _-1 �---- 2'6'12 I 4'5'4 7- er Loading Criteria (part Wind Criteria Code / Mlsc Criteria Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Std: 2014 VERT(LL): 0.164 E 186 360 LOG R+ / R- ! Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.130 E 235 240 F 916 /- /- /574 /219 1257 BCDL: 10.00 Risk Category: Il FTIRT:10(Oy10(10) HORZ(LL):-0.094 C - - D 60 /- /- 1113 /78 !- EXP: C Kzt: NA Des Ld: 45.00 Plate Type(s): HORZ(TL): 0.108 C - - C 132 /- /- /92 1178 /- Mean Height: 25.00 ft WAVE Creep Factor. 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSt: 0.533 F Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Spacing:24.0' MWFRS Parallel Dist: 0 to h/2 Max BC CSI: 0.487 D Still Width = .5 Min Req = - C&C Dist a: 3.00 ft Max Web CSI: 0.093 C Will Width = 1.5 Min Req = - Bearing F is a rigid surface. Loc. from endwall: not in 4.50 \ Wgt: 25.21bs Bearing F requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 19.01.00A.0618.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord 2x4 SP#2 A-B 134 -285 B-C 59 -173 Bot chord 2x4 SP #2 Webs 2x6 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) r Chords Tens.Comp. Chords Tens. Comp. Putting In lieu of structural panels or rigid ceiling use puffins A- E 303 -97 E - D 0 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply (Ibs) BC 75 0.00 7.00 Webs Tens.Comp. Apply puffins to any chords above or below fillers at 24" OC unless shown otherwise above. B - E 423 -389 Wind Wind loads based on MWFRS with additional C&C member design Left cantilever is exposed to wind Left bottom chord exposed to wind. -WARNING- Please thoroughly review Me-A-1ROOF TRUSSES ( -SELLER-), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER') ACINOWLEOGMEN7`(ono Verify design parameters and read notes an this Tmss Design Drewdg (TDD) and Me Specialty Engineer reference sheet before use. Unless othervAsa stated on the TOO, only Aldne cormeclpr plates shall be used for the Too to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), Me seal on any TOO represents an aocepisnce of Me professional engineedn respanslbtityfor the design of Me single Truss depimed on Me TDD only, under TPl-1. The design assumptions, loading coniltions, suitability and use of this Truss for any Building N Me .iareapnimaEvms resporalloliNofthe Owner, Me Oane/s amhorbed agentorthe Butidin,Designer, in Me mntevlofthe IRC, Me IBC, local building codeand TPI-1. The approval of Me TOO and any field vaa.xmeanvineglnvwarels use of Me Truss, including handling, storage, installation and bracing shall be to responsibility of Me Buiding Designer and Contracts, Alnoteseetoutlnthe TDDand Meprsdicesand kf R,Ke'O' guidelines of Me Building Component Safety Information (BSCI)published by Mend SBCA are referenced for general guidance. TPI4 defines the responsibilities and duties ofine Truss psmmoose'. Designer, Specialty Engineer and Truss Manufacturer, unless omewdse defined by a Conead agreed upon in writing by ell padres involved. The Speclalty Engirmerls NOTMe Buiding DesignerarTmss System Engineerofer WMJ g. Alloadtaltradtermsereasdef eein TPI-1. finennM PJ trio A-1 RMfTnrxvw-RnrvM,uyWi NrfiM hnvmnl.ln emrNm. ie vNJNIMu#Mue tlw wnMen �wrr,iulM bA-1 RMTucvr Joe I I ruse I was I ype Oty Ply 10/04/2019 77930 PB01 VAL 2 1 1 3167 r 1'1"3 i 7'4" -I- 1 1 3 12 6 F:7- G-5X6 T2 _ D 6 =2X4(A1)B E=2X4(A1) vT 10g10 1 A F o H 1111.5X3(`*) G 1111.5X3(*`) 9'6"6 Loading Criteria Ipaq Wind Criteria Code I Misc Criteria DefIICSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Code:FBC 2017 RES PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Std: 2014 VERT(LL): -0.000 G 999 360 Lac R+ "/ R- / Rh I Rw / U I RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL):-0.001 G 999 240 B* 103 /- /- /57 150 /5 BCDL: 10.00 Risk Category: ll FT/RT:10(0)/10(10) HORZ(LL): -0.000 H - - Wind reactions based on MWFRS Des Ld: 45.00 EXP: C Kzt: NA Mean Height: 25.00 ft Plate Type(s): WAVE HORZ(TL): 0.000 H - - B Brg Width = 114 Min Req = - NCBCLL: 10.00 TCDL: 5.0 psf Creep Factor. 2.0 ri I Searing B is a gld surface. Load Duration: 1.25 BCDL: 5.0 psf Max TC CSI: 0.657 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 ° MWFRS Parallel Dist: h to 2h Max SC CSI: 0.365 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a: 3.00ft Max Web CSI: 0.083 A-B 20 0 D-E 105 -fib Loc. from endwall: not in 9.00 Wgl: 36.4 Ibs B - C 111 -68 E - F 20 0 GCPI: 0.18 C-D 39 -7 Wind Duration: 1.60 VIEW Ver. 19.01.00A.0618.15 Lumber Maximum Sot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 :T2 2x4 SP M-30: Chords Tens.Comp. Chords Tens. Comp. Sot chord 2x4 SP #2 Webs 2x4 SP#3 B-H 43 -31 G-E 43 -29 H-G 62 -25 Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Puriins In lieu of structural panels or rigid ceiling use purling to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 1.10 8.43 BC 75 0.15 9.38 Apply purling to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. mAlnu Me-A-1 used Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 275 -255 G-D 278 -255 ER ("BUYER') ACKNOWLEDGMENT° form. oche W as, stated on Me MD. only Aldine Na IVU Only. undef TPIA. The design assianxions, leading Wndidons, suitability and use of Mis Tnnssforany Bu1ltlinglSMe JapeW Kaa`W vNe euOtling Designer,MNemntextMMeIRC.Ma IBC, Jowl building code9MTPI-1. Theeppreval of Me MD and any field "T°""""°e^s^° ,oe dram itl bradrg shag be Me respons'Nlgy of Me Building Designer and commo or. All notes set out In Me MD and Me padlon end usr sr l' R. M30 published TPI end SBCAare referenced for meal dance. TPI-ldefines Mess n�u,nns )W M g guidance. t EnglneorsNOTias of Me Truss oa.: tooerzme ss othenylse den s am as G legume i agreed upon in valdng by all padres involvetl. The Specialy Engineer is NOT Me I wpitervetl terms la esdefined In TPI-1. y. N.vNImm. W wNJNIM uiIM1V RlMwipM rlmtiuw,NM PmfTn 2w_a, Job truss Imss type Oty Ply lU/U412UIU 77930 1 PB02 I VAL 2 1 1 3168 i— 3'1"3 }^— 3'4" i 3'1 "3 12 T 6 p 0 _o =2X4(A1) B 1 T 1�" :8X6 1111OX3 Loading Criteria (psp Wind Criteria Code / Misc Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES TCDL: 15.00 Speed: 160 mph TPI Std: 2014 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes BCDL: 10.00 Risk Category: II FT/RT:10(0Y10(10) EXP: C Kzt: NA Plate Type(s): Des Ld: 45.00 Mean Height 25.00 it WAVE NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 MWFRS Parallel Dist: h to 2h C8C Dist a: 3.00 it Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purling In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 3.10 6.43 BC ill 0.15 9.38 Apply purling to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C8C member design Additional Notes See STD DETAILS for valley details. H 9'6"6 1-L� Deb/CSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF PP Deflection in loc Udell L#f Gravity Non -Gravity VERT(LL): -0.012 E 999 360 Loc R+ / R- 1 Rh / Rw / U / RL VERT(CL): 0.022 E 999 240 B• 103 /- 1- 157 135 19 HORZ(LL): 0.006 E - - Wind reactions based on MWFRS HORZ(TL): 0.008 E - - B Brg Width =114 Min Req = - Creep Factor. 2.0 Bearing B is a dgid surface. Max TC CSI: 0.147 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.209 Chords Tens.Comp. Chords Tens. Comp. Max Web CSI: 0.055 A-B 20 0 D-E 374 -278 Wgt: 36.4 Ibs B-C 367 -354 E-F 366 -354 C- D 374 -278 F- G 20 0 VIEW Ver. 19.01.00A.0618.15 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 278 .196 H - F 278 -196 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D-H 185 -159 and by a Cantred agreed upon in w fng by all part e esd finad in WI-1. M.1. wnnnn .. nr 11 nnYTn—.. y and use of Nls Truss for any Building l.the I .mweowuan` .e TvPI-1. Theapp..ftheTDDandanygeltl vamie aw"eewmeen^e usiefs iota. set out in Me MD and rue pracgres and Rpm° fires Ne responsibilities and duties offhe Truss pee: r0ffiRna The Soed.1W Errand., is NOT Iha Job Truss Truss Type City Ply 10/04/2019 3169 77930 PB03 I VAL 14 I 1 i 473 l-' 4'9.3 "I �4X4 9'6'6 1H 1[---{ Loading Criteria (as0 Wind Criteria Code I Misc Criteria Deb/CSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Defiection in loc L/de8 L#1 Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.006 F 999 360 Loc R+ / R- I Rh l Rw l U I RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.013 F 999 240 B- 103 /- /• 158 /27 112 BCDL: 10.00 Risk Category: ll FT/RT:10(Ou10(10) HORZ(LL):-0.004 F - - Wind reactions based on MWFRS EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 it Plate Type(s): WAVE HORZ(TL): 0.008 F - - B Brg Width = 114 Min Req = - NCBCLL: 10.00 TCDL: 5.0 psf Creep Factor. 2.0 Bearing B is a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf Max TC CSI: 0.394 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 ° MWFRS Parallel Dist: h to 2h Max BC CSI: 0.299 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a: 3.00it Max Web CSI: 0.022 A-B 20 0 C-D 302 -278 Lac. from endwall: not in 9.00 Wg1. 37.8 Ibs B - C 305 -278 D - E 20 0 GCpi: 0.18 Wind Duration: 1.60 VIEW Ver. 19.01.00A0618.15 Maximum Bot Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #2 B - F 181 -96 F - D 181 -96 But chord 2x4 SP #2 , Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Purilns Webs Tens.Comp. In lieu of structural panels or rigid ceiling use puriins C - F 37 -108 to laterally brace chords as follows: Chard Spacing(in oc) Start(ft) End(ft) BC ill 0.15 9.38 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley detalls. -WARNING - TOO TERMS and CONDITIONS CUSTOMER M1fMtIV I' 01111. nlyAp a slonal en,,: a n l&I i¢Na Jwt SM PE6 J ¢nd apy (I¢Itl w^'<Ibu9>EgmeMN CLan,s PlacliPss ties ofNe Tlusa p.��11 the RMTn Job Truss Truss Type qty Ply 10/04/2019 3170 77930 Vol VAL 1 1 6 r1 72'1 -I- 12'3e 7'2e1 T 7{ r oa5X6 1111.5X3 m1.5X3 =5X6 C D E F 12 T 6 � 1111.5Xbg GN1.SX4 o H 1I 02X4(D R) M N7.5X4 - L 111.5X3 K=3X6 J 011.5X3 N I m1.5X4 2T9'9 F^-5'10'4 -{- 162e 5'94 --� 27'1W8 Loading Criteria fps0 Wind Criteria Code I Mlsc Criteria DegICSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7.10 Code: FBC 2017 RES PP Deflec9on in loc Udefl LH1 Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Std: 2014 VERT(LL):.0.033 M 999 36 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.060 M 999 24 N' 93 /- /- /52 150 /5 BCDL: 10.00 Risk Category: II FT/RT:10(Ov10(10) HORZ(LL): -0.010 M - - Wind reactions based on MWFRS Des Ld: 45.00 EXP: C Kzl: NA Plate Type(s): HORZ(TL): 0.016 G - - N Big Width = 334 Min Req = - Mean Height: 25.00 ft WAVE Creep Factor. 2.0 Bearing A is a rigid surface. NCBLoad TCDL: 5.0 psf Load Du: tion: 1.25 BCDL: 5.0 psf 1 Max TC CSI: 0.546 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 Spacing: 24.0 MWFRS Parallel Dist: 0 to h/2 Max BC CSI: 0.386 Chords Tens.Comp. Chords Tens. Comp. CBC Dist a: 3.00It Max Web CSI: 0.120 A-B 128 -212 E-F 199 -131 Loc. from endwall: not in 9.00 Wg[: 102.216s B - C 236 -233 F - G 229 -234 GCpi: 0.18 C -D 199 -131 G-H 124 -209 Wind Duration: 1.60 VIEW Ver. 19.01.00A.Ofi18.15 D-E 198 -131 Lumber Top chord 2x4 SP #2 Maximum got Chord Forces Per Ply (Ibs) got chord 2x4 SP #2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-M 141 -83 K-J 131 -61 Purllns M-L 131 -83 J-1 131 -81 In lieu of structural panels or rigid ceiling use puriins L- K 131 -83 I - H 141 -81 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply (Ibs) TC 24 7.75 20.00 Webs Tens.Comp. Webs Tens. Comp. BC 120 0.00 27.80 Apply pudins to any chords above or below fillers B - M 403 -421 E - J 287 -330 at 24' OC unless shown otherwise above. D - L 290 -331 I - G 400 -419 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. "WARNING" Please thoroughly review Me -A-1 ROOF TRUSSES('SELLER-), GENERAL TERMS and CONDITIONS CUSTOMER (-BUYER-) ACKNOWIEOGMEN17 form. 'e Ndesionmometemandmadnotesmthis Tmss Desian Drawim? DIand Ne So aMEno" rreferencesh hefemuse. Unlaceotha dwnatwfnnlha TDD. mNAlnlna .Yrw et4nlgaEez069 lNW Xm,59 EpfeNpe191015 4516IYde&4 RWm Om: lbiW06sno tM9 ad upon In wrNng by all pames Involved. The Spedalty Engineer is NOT to A. mmLc[m NA-1 RMnna— Job Truss Truss Type City Ply 10/04/2019 77930 I V02 I VAL 1 11 I 3171 T2`I I e'3° i T2°7 i77 e5X6 111.5X3 ss5X6 C D E T_ N O m Loading Criteria (p o TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 ° Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 i— 5'10°4 Wind Criteria Wind Sld: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzb NA Mean Height: 25.00 It TCDL: 5.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 If Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of structural panels or dgid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Starl(ft) End(ft) TC 24 7.75 16.00 BC 75 0.00 23.80 Apply pudins to any chords above or below fillers at 24° OC unless shown otherwise above. Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(Op10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS forvalley details. WWI. As idded on TRUSSES 127 °i 5'9°4-H De0/CSI Criteria A Maximum Reactions (Ibs), or.=PLF PP Deflection In Inc Udell L/# Gravity Non -Gravity VERT(LL): 0.025 K 999 360 Loc R+ / R- I Rh 1 Rw l U / RL VERT(CL): 0.059 K 999 240 L- 93 /- /- 152 /29 /6 HORZ(LL): -0.006 K - - Wind reactions based on MWFRS HORZ(TL): 0.015 F - - L Erg Width = 286 Min Req = - Creep Factor. 2.0 Bearing A is a rigid surface. Max TC CSI: 0.530 Maximum Top Chord Forces Per Ply (Ibs) Max SC CSI: 0.375 Chords Tens.Comp. Chords Tens. Comp. Max Web CSI: 0.120 A-B 144 -170 D-E 187 -93 Wgt: 85.4 lbs B-C 214 -192 E-F 212 -192 C-D 187 -93 F-G 142 -167 VIEW Ver. 19.01.00A.0618.15 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-K 111 -106 I-H Ill -104 K-J 116 -106 H-G 106 -104 J-1 116 -106 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - K 402 -421 H - F 398 -419 D-J 325 -401 GENERAL TERMS and CONDmONS form. .a �Psusoo Vmab Hwu EryMamp fA 91915 w5f 9LUW BA4 R Pmmo&01. Om: 14V64d9 1 witng by a9 patties involved. The SpeGalty Engineer Is NOT the a0.1 RMTnw[ac. Job Truss 77930 V03 Truss Type VAL 1ty I Ply 110/0412019 3172 Pi T2'1 T 12 6 p T A 121.5X3 e5X6 101.SX3 =5X6 C D E K If 1.5X4 191.55(31 I W1.5X3 \X4(DCTBR) e 5'10'4 + 574 8'2' 19'10'8 Loading Criteria (psq Wind Criteria Code I Misc Criteria DeflICSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl LN Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.024 K 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.056 K 999 240 L- 93 /- /• 151 /29 17 BCDL: 10.00 Risk Category: It FT/RT:10(0Y10(10) HORZ(LL): 0.007 K - - Wind reactions based on MWFRS EXP: C Kzl: NA Plate Type(s): HORZ(TL): 0.017 K - - L Big Width = 238 Min Req = - Des Ld: 45.00 Mean Height: 25.00 ft WAVE Creep Factor. 2.0 Bearing A is a rigid surface. 9 NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.539 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.345 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 ° MWFRS Parallel Disc h/2 to h C&C Dist a: 3.00 ft Max Web CSI: 0.120 A - B 194 -151 D - E 102 0 Loc. from endwall: not in 9.00 Wgt: 74.2lbs B - C 91 0 E - F 94 0 GCpi: 0.18 C-D 102 0 F-G 193 -150 Wind Duration: 1.60 VIEW Ver. 19.01.00A.Ofi18.15 Lumber Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 42 Chords Tens.Comp. Chords Tens. Comp. Sot chord 2x4 SP#2 A-K 203 -117 1-H 213 -121 Webs 2x4 SP#3 K-J 213 -124 H-G 205 -114 Purlins J -1 213 -124 In lieu of structural panels or rigid calling use pudins to laterally brace chords as follows: Maximum Web Forces Per Ply (Ibs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 24 7.75 12.00 BC 75 0.00 19.80 B - K 402 -419 H - F 396 -413 Apply purling to any chards above or below fillers D - J 207 -287 at 24' OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. S ('SELLER'), GENERAL TERMS and CONDITIONS CUSTOMER ('BUYER') ACKNOWLEDGMENT' form. 1D) and the Spedalty Engineer reference shear before use. Unless othenese s slated on the TDD. only Alpine Englnearing p.e. Spedalry Engineer), Me seal m airy TOD represents an somptancel alto peesslonal engineedn miler TPbt.Thedssignassumptbns,loadgmndNon,suitabilityandu eNis Tmnfora^y Blllltling is the +ue D? Kwae wIgner. in the centsea ofrue IRC, Me IBC, local building code and TPI4. Theapprevalofthe TDD and airy fieltl vnabxuwegrmdneae3+ms .'ssi—& be to responsibili bofhe Building Owl9^eraW Conesedor. Ainelessaaculin Me DDandfoo R. by TPl and BBCA ere referenmtlfargenerzl guitlanm. TPI-1 defines the resppnsiblliles antl tlufies of the Truss oDo:1amzms fined by a Conlradagroed upon in wiling by all pariles Involved. The Spedally Engineer Is NOT the fns are ea defined N TPI-1. mNNtM WIMn tlu wMlen mm�ic�4nnfMt RMTn,eua Job 77930 Truss VO4 Truss Type VAL 1ty IPly 11010412019 3173 Loading Criteria (i=0 TCLL: 20.00 TCDL: 15.00 SCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0' Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 7'3'9 15'9'9 i 5'10'4 -{- 42' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category II EXP: C Kzb NA Mean Height: 25.00 It TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 15.80 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. 15'10'8 Deb/CSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF PP Deflection In Joe L/defl LJ# Gravity Non -Gravity VERT(LL): 0.024 G 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.057 G 999 240 H' 93 /- /- /51 128 /9 HORZ(LL):-0.009 F - -- Wind reactions based on MWFRS HORZ(TL): 0.021 F - - H Brg Width = 190 Min Req = - Creep Factor. 2.0 Bearing A is a rigid surface. Max TC CSI: 0.552 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.364 Chords Tens.Comp. Chords Tens. Comp. Max Web CSI: 0.121 A-B 216 -228 C-D 105 -36 Wgt: 56.0 lbs B-C 98 -31 D-E 214 -226 VIEW Ver. 19.01.00A.0618.15 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. ' A - G 275 -116 F - E 275 -122 G-F 284 -123 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-G 406 -429 F-D 394 -418 a fa m. by a R T—. anyeuiitling is ibe .iameom�am>+En. a TOD and field ^o vrvq ue,s+e tl Ob.e Practices.entl �'s'r"OB�tl sof NOTUbNa Truss om.. r�`nmzorse NOT Ne Job Truss Tmss Type Oty Ply 10/04/2019 77930 I V05 VAL 11 11 3174 R 53"9 'i" S3"9 i7 77.1 BE4X4 T ,2 6 p iv A �2X4(DCBR) 02X4( BR) D 012X4 1179 i 5'8"12 T 5'9"4 11 11'10"B 3 Loading Criteria (purl Wind Criteria Code! Misc Criteria De0/CSI Criteria A Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.025 D 999 360 LOG R+ / R- / Rh / Rw / U / RL E• 93 /- !- 150 127 /8 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.057 D 999 240 BCDL: 10.00 Risk Category: II } FT/RT:10(Ou10(10) HORZ(LL):-0.010 D - - Wind reactions based on MWFRS EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.023 D - - E Brg Width = 142 Min Req = - Des Ld: 45.00 Mean Height: 25.00 ft WAVE Creep Factor. 2.0 Bearing A is a rigid surface. NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.566 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.609 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h A - B 579 -432 B - C 579 -428 C&C Dist a: 3.00 ft Max Web CSI: 0.203 Loc from endwall: not in 9.00 Wgt: 37.8 Ibs GCpi: 0.18 Maximum got Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 19.01.00A.0618.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-D 492 -451 D-C 492 -451 Top chord 2x4 SP #2 But chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 11.80 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. a Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - D 683 -784 Trues fdanuiaalum , unless otherwise defined by Oonbact agreed upon In wiling by al pad engineer of any buuding. M sapllalWd terms am as defined in TP1-1. to ,u Mtmb dminVn,rh vnv I—anMIMM wYMn ffav n zsnMofMlRmfT— suitability and use el Nis Truss far any Building is the Jar,uap,nl�PEataA code and WI-1. The appmval of the Me and ,:Id vuele Rcuaserva,"uuwwalafs usf iGor. Moores aeloulN the TOO antl Ne Pfswu.. aalkes and ,. .rtsssm TPI-1 defines the rasp snt ftas and dales of Na Truss Dine: 104anra Involved. The Spedzlty Engineer is NOT Iha Job Truss 77930 V06 Truss Type VAL City I Ply 110/04/2019 Ci 3175 „ T m 6"15 -"1— 3'3°9 1 - B=4X4 7'9°9 i^— 38"12 - 1 374 ,{ i 7'10'8 Loading Criteria (aa0 Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or Y=PLF TCLL: 20.00 Wind Std: ASCE 7.10 Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI Sid: 2014 VERT(LL): 0.007 D 999 360 Loc R+ / R- / Rh / Rw / U / RL E• 92 /_ /_ 148 /24 /8 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.016 D 999 240 BCDL: 10.00 Risk Category: II FT/RTAO(Ou10(10) HORZ(LL):-0.003 D - - Wind reactions based on MWFRS Des Ld: 45.00 EXP: C Kzt: NA Plate Type(s): HORZ(rL): 0.006 D - - E Brg Width = 94.5 Min Req = - Mean Height: 25.00 It WAVE Creep Factor. 2.0 Bearing A is a rigid surface. NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Max TC CSI: 0.223 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0" MWFRS Parallel Dist: hl2 to h Max BC CSI: 0.213 Chords Tens.Comp. Chords Tens. Comp. A _ B 255 -206 B - C 255 -205 C&C Dist a: 3.00 ft Max Web CSI: 0.130 Loc. from endwall: not in 9.00 Wgt: 25.2 Ibs GCpl: 0.18 Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 19.01.00A.0618.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-D 278 -187 D-C 278 -187 Top chord 2x4 SP#2 got chord 2x4 SP #2 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Purlins g - D 438 -395 In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Stan(ft) End(ft) BC 75 0.00 7.80 Apply puriins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. GENERAL TERMS and CONOmONS un]. NA.1 RMT— J Bp WPE62B(B Wigb Xgma ErylreWMp GW.5 4515,L N1 D F: 1 RN9"B BAY: BON018 Job Truss 77930 IV07 Truss Type Qty Ply VAL I 1 11 10/0412019 3176 ° Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 45.00 Mean Height: 25.00 It NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 ° MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 GCpl: 0.18 Wind Duration: 1.60 Lumber \ Top chord 2x4 SP #2 Bat chord 2x4 SP #2 Pudlns In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in DO) Stad(ft) End(ft) BC 46 0.00 3.80 Apply pudins to any chords above or below fillers at 24. OC unless shown otherwise above. 1f15 �-- 1-3°9 -T— 1r3n9 +� 12 6 i 379 ii y9n9 f T10n8 �I Code I Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. C Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF PP Deflection in loc Udefl L#t Gravity Non -Gravity VERT(LL): 0.003 999 360 Loc R+ 1 R- / Rh / Rw / U I RL D' 90 /- I- /40 /17 /6 VERT(CL): 0.008 999 240 HORZ(LL): -0.001 - - Wind reactions based on MWFRS HORZ(TL): 0.003 - - D Brg Width = 46.5 Min Req = - Creep Factor. 2.0 Bearing A is a rigid surface. Max TC CSI: 0.077 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.114 Chords Tens.Comp. Chords Tens. Comp. A-B 205 -199 B-C 204 -198 Max Web CSI: 0.000 Wqt: 11.2lbs VIEW Ver. 19.01.00A.0618.15 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 194 -157 I TERMS end CONDITIONS CUSTOMER ('BUYER-) ACKNOWLEDGMENT' Mon. tier mfewoes rut before use. UNess of Wse stated on Ne MD. oNv Noire the Owners authorized aaent or Ne Bufld'u,a Desloner. in Rm Tn u .w.neow�aesz9m WMb H W 59 6pFeeMp C/.91619 �u1 s,1,m.aw. De.: .. 11 1aaam1s I Job Truss Truss Type pry Ply 10/0412019 77930 VM01 VAL 1 1 3177 179 — -{ 12 6 p B III1.5X3 T A2M(D8R m 1 � V77-1911Dp 1.5X3 �— 1-10"8 �17n� Loading Criteria Ipsp Wind Criteria Code / Misc Criteria Deg/CSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF TCLL: 20.00 Wind Sld: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl L1# Gravity Non -Gravity TCDL: 15.00 Speed: 160 mph TPI SW: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL D' 92 /- /- /54 /16 /17 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA BCDL: 10.00 Risk Category: II FT/RT:10(0)110(10) HORZ(LL): 0.000 C - - Wind reactions based on MWFRS Des Ld: 45.00 EXP: C Kzl: NA Mean Height: 25.00 it Plate Type(s): WAVE HORZ(TL): 0.000 C - - D Brg Width = 22.5 Min Req - NCBCLL: 10.00 TCDL: 5.0 psf Creep Factor. 2.0 Bearin g A is a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf Max TC CSI: 0.034 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 ° MWFRS Parallel Dist h/2 to h Max BC CSI: 0.034 Chords Tens.Comp. C&C Dist a: 3.00 it Max Web CSI: 0.023 A - B 19 -31 Loc. from endwall: not in 9.00 Wgt- 7.O Ibs Gatio Maximum Sot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 :1.6 VIEW Ver. 19.01.00A.0618.15 Chords Tens.Comp. Lumber Top chord 2x4 SP#2 A-C 68 -9 Sot chord 2x4 SP #2 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Purlins In lieu of structural panels or rigid ceiling use pudins B - C 67 -47 to laterally brace chords as follows: Chord Spacing(In oc) Start(ft) End(ft) BC 23 0.00 1.88 Apply pudins to any chords above or below fillers at 24' DC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. 'A-1 ROOF TRUSSES vane. 10yIII;;1MS!1q:1l,FF.Tii. an rc n i. ,u Truss In RmlThwenv. sal put In the MD and the me responsibilifea and du Spedalry Engineer la NOT duvnBia�naAps V.tob Wuu FryMVFp G916f! Y519LdaBM, R.rw.Rs1aw aeu: 146W1019 Job Truss Truss Type City Ply 10/04/2019 3178 77930 VM02 VAL I 1 I1 6'15+ 379 i e 12 1111.5X3B 6p T m A -ea T 1113X6 T10'8 37' Loading Criteria (psdl TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Code I Misc Criteria Code: FBC 2017 RES TPI Sld: 2014 Rep Factors Used: Yes DeflICSI Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT(CL): NA ♦ Maximum Reactions (Ibs), or •=PLF Gravity Non -Gravity Loc R+ I R- / Rh / Rw 1 U / Rt D' 93 I- /- 163 124 122 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.003 C - - Wind reactions based on MWFRS Des Ld: 45.00 EXP: C Kzt: NA Plate Type(s): 0.2.0 C - D Width Min Req = - Mean Height: 25.00 ft WAVE Creep Factor. Creep Factor. 20. ing i id s Bearing A is a rigid surface. NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 pst Max TC CSI: 0.218 Maximum Top Chord Farces Per Ply (Ibs) Spacing: 24.0" MWFRS Parallel Dist: h/2 to h Max BC CSI: 0.175 Chords Tens.Comp. C&C Dist a: 3.00 It Max Web CSI: 0.101 A - B 41 -87 Loc. from Birdwell: not in 9.00 Wgt 14.0 Ibs GCpi: 0.18 Maximum Bat Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 19.01.00A,0618.15 Chords Tens.Comp. Lumber A•C 171 -23 Top chord 2x4 SP #2 Bat chord 2x4 SP #2 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Purlins 8-C 191 -114 In lieu of structural panels or rigid ceiling use purling to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 47 0.00 3.88 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional G&C member design. Additional Notes See STD DETAILS for valley details. „sallability and use M(his Tress for any Building is the VrtaeaWuu�egEMeMp U9r6�a exle and TP1-1. The approval of Ne MI) andairyfield s swia luw. ieVx. All notes sat aut N the MD and the prackes and ua1S,LaW+ae TPI-1 definedNa resppnsibilNes and duties of Ne Truss Der: ramrzare Imalved. The Specialty Engineer is NOT the Rm Tniux¢ Job 77930 Truss Truss Type Qty VM03 IVAL I Ply 1 10/04/2019 3179 Loading Criteria (pm TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not In 9.00 GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(fit) End(ft) BC 71 0.00 5.88 Apply pudins to any chords above or below filers at 24' OC unless shown otherwise above. 5'10'8 t 5'7 9 Code I Misc Criteria Code: FBC 2017 RES TPI Sid: 2014 ,Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See STD DETAILS for valley details. "WARNING" DeflICSI Criteria PP Deflection in too Udell L#f VERT(LL): NA VERT(CL): NA HORZ(LL): 0.009 C - - HORZ(TL): 0.022 C - - Creep Factor. 2.0 Max TC CSI: 0.518 Max BC CSI: 0.436 Max Web CSI: 0.243 Wgt: 21.0 Ibs VIEW Ver. 19.01 ♦ Maximum Reactions (Ibs), or •=PLF Gravity Non-Grsvity Loc R+ / R- ! Rh / Rw / U / RL D• 93 /- /- /65 /26 /23 Wind reactions based on MWFRS D Brg Width = 70.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 59 -129 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 227 -34 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - C 286 -179 JS CUSTOMER (-BUYER-) ACKNOWLEDGMENT- form. use. UNeaa oNeaMaa stated an Ne MD. only Alpine MD naDaMOats an eaceou nee of the Dmfessional enaineen C» w Tn.. Jare�BauJ�PENP4B W Iqb N W ee EryIntENp G 61616 YS151 IWeBM1tl tt P..r..nB.we Dsa +gmmm .100 77930 I Was INSs type Vty I Illy 1D/D4lLUla VM04 VAL 1 1 3180 Loading Criteria Ipsq TCLL: 20.00 TCDL: 15.00 SCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Top chord 2x4 SP #2 got chord 2x4 SP #2 Webs 2x4 SP #3 Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 8 TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist h/2 to h C&C Dist a: 3.00It Loc. from Birdwell: not in 9.00 GCpl: 0.18 Wind Duration: 1.60 Purllns In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start((Jt End(fl) BC 75 0.00 7.88 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. F 12 go 7 A 1 DF all R) M1.5X4 E 1 T10"8 )— 5'10"4 1--1-W12—{ Code I Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See STD DETAILS for valley details. "WARNING^ Please NoreighlyreAeor Verify design parameters and read notes on this DefilCSI Criteria PP Deflection in loc L/defl L#1 VERT(LL): -0.032 C 999 361 VERT(CL):-0.075 C 999 241 HORZ(LL):-0.023 C - - HORZ(TL): 0.053 C - - Creep Factor. 2.0 Max TC CSI: 0.438 Max BC CSI: 0.372 Max Web CSI: 0.199 ♦ Maximum Reactions (Ibs), or a=PLF Gravity Non -Gravity Loc R+ IR. /Rh /Rw /U IRL F• 93 /- /- /67 128 /24 Wind reactions based on MWFRS F Brg Width =94.5 Min Req=- Searing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A-B 84 -249 B-C 0 -57 Wgt: 28.0lbs Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver. 19.01.00A.0618.15 Chords Tens.Comp. Chords Tens. Comp. A-E 301 -57 E-D 306 -62 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 488 -337 M n essumpdons, Ioodingoondlaons,sultabOM1y and use of this Truss for any Building is Me Bx Kssa CGs�ale of Me IRC, Me IBC; local building rode and TP1-1. The sopmval of the MD and anyfield aslshm ana 'Me Building Designer eM Contractor. All notes set out in Me MD and Me practices and 11aV�rixara referenmdfargeneralgBance. TPI-1 defines Me responsibilities and duties of the Truss ma: 1e 19 reed upon In uming by aO pelves In oned. The specialty Engineer is NOT Me 61. Job 77930 I rllss Truss Type VM05 VAL Oty Ply 1 1 1 10/04/2019 3181 Loading Criteria (psq TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Sparing: 24.0' Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 R 9'3'9 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzb NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist h/2 to IT C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpI: 0.18 Wind Duration: 1.60 Purilns In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 9.88 Apply pudins to any chords above or below fillers at 24' OC unless shown otherwise above. Code / Misc Criteria Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:10(0)110(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See STD DETAILS for valley details. I U GENER LTERMS r Deb/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.025 E 999 36( VERT(CL): 0.059 E 999 24( HORZ(LL):-0.007 E - - HORZ(TL): 0.016 E - - Creep Factor: 2.0 Max TC CSI: 0.488 Max BC CSI: 0.335 Max Web CSI: 0.131 1 1 ♦ Maximum Reactions (Ibs), or •=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL F' 93 I- /- /68 /28 /24 Wind reactions based on MWFRS F Brg Width = 118 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Farces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 105 -311 B-C 42 -99 Wgt: 40.6 Ibs Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver. 19.01.00A.0618.15 Chords Tens.Comp. Chords Tens. Comp. A-E 348 -75 E-D 358 -79 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-E 440 -418 C-D 178 -94 RmfTnaewe. , sultablllty and use of lhle Truse for any BWlding is the I Jun a way,. seem code and TPI-1. The approval of the TOD anoaud any fold va.a^ew�aNe umms ctor. An notes set out in rue Too and the praofces antl o,sr,b.as4 TPr-1 defines Ne responshTfes and tluties of rue Truss eag:mmiwano Involved. The Seada h, Enelneer is NOT the I cuss buss type ury rly 1U1U41zU1U 3182 77930 VM06 VAL I 1 1 1 A Loading Criteria (pe TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: If EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.00 11.88 Apply pudins to any chords above or below fillers at 24" OC unless shown otherwise above. 6 Code / Misc Criteria Code: FBC 2017 RES TPI Sld: 2014 Rep Factors Used: Yes FT/RT:10(0)110(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See STD DETAILS for valley details. .lid. DeR/CSI Criteria PP Defection in loc Udell L14 VERT(LL): 0.020 E 999 361 VERT(CL): 0.048 E 999 241 HORZ(LL): 0.005 E - - HORZ(TL): 0.013 E - - Creep Factor. 2.0 Max TC CSI: 0.726 Max BC CSI: 0.418 Max Web CSI: 0.150 Wgt: 47.6 Ibs VIEW Ver. 19.01.00A.0618.15 TERMS end CONDITIONS CUSTOMER ser referenm sh,setbafe,e use. UNn« oNi an 1 ♦ Maximum Reactions (Ibs), or •=PLF Gravity .. Non -Gravity Loc R+ / R- / Rh / Rw / U / RL F" 93 I- /- /68 /22 /21 Wind reactions based on MWFRS F Brg Width = 142 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 129 -380 B-C 76 -142 Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 3% -91 E-D 411 -96 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-E 504 -508 C-D 251 -170 r In NA-t Rmf.— Wmq X W y EpFp�pe�ip eA 9t et 5 u5t 9 WY Prv4 D= 11 . 19 oar nmrmte Job 77930 Truss VM07 Truss Type Ory Ply VAL 12 I 1 1010412019 3183 Loading Criteria (psq TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 ° Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not In 9.00 GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of structural panels or rigid calling use pudins to laterally brace chords as follows: Chord Spacing(In oc) Start(ft) End(ft) BC 58 0.00 4.83 Apply pudins to any chords above or below fillers at 24` OC unless shown otherwise above. n 4'10" -I Code / I isc Criteria Defl/CSI Criteria A Maximum Reactions (Ibs), or'=PLF Code: FBC 2017 RES PP Deflection in too L/defl L#1 Gravity Non -Gravity TPI Std: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): NA D' 93 I- I- /65 144 /32 FT/RT:10(0)/10(10) HORZ(LL):-0.007 C - - Wind reactions based on MWFRS Plate Type(s): HORZ(TL): 0.012 C - - D Bing Width = 58.0 Min Req = - WAVE Creep Factor. 2.0 Bearing A is a rigid surface. Max TC CSI: 0.355 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.270 Chords Tens.Comp. Max Web CSI: 0.161 A-B 50 -109 Wgb 16.81bs Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver. 19.01.00A.0618.15 Chords Tens.Comp. A-C 197 -28 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - C 240 -145 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See STD DETAILS for valley details. Please Norou0ty navlew( a-A-1 letenee areal wime use. unless o111enow staled an Me T ser), Me seal on any TDD represents an acceptance of Me pi om, loading cvntlNons, sultability and use of Nis Truss for ai ,0eIBC,loranbconne rude eMoles s The Mthe lof are ig Designer and Dpnlraaar. AAnotes set wninbe TDD and for gengb all prce. TPI-ldefino Ueresponngineesam sIN in wrlWg by all partles lnvoWatl. Thespatlelry Engineer Is IN he .lamlBa-us.. field w,„i,xmeewr„pwaials and �'��'d'�• FL Pmm,ft91918 Trams D.; iamrzoie ,N11 RW T.. JUNE 20, 2019 TYPICAL HIP / KING JACK CONNECTION I STDTL01 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 CORNERSET GENERAL SPECIFICATIONS 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach End Jack's w/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC 0 r` Attach King Jack w/ (3) 16d Toe ,Nails @ TC & BC ach Corner Jack's (2) 16d,Toe Nails ) TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) 4M9PmIq PE6tdM Vneb WYU ErgbgmYq fA 91615 u5t 9 WaeeN4 RPgrm,FL 3,918 OM: 16ffi�MB FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34446 772-409.1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1'-3'MAX. OIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE 2XG DIAGONAL BRACE SPACED 48' (SEE SECTION A -A) O.C. ATTACHED TO VERTICAL WITH TRUSSSES (4) - 16d NAILS, AND ATTACHED TO r 24' D.C. BLOCKING WITH (5) - lUd COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO I6d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE \ BRACE AND THE TWO TRUSSES ON \EITHER SIDE AS NOTED. TOENAIL \BLOCKING TO TRUSSES WITH (2) - \ 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A HATCHING GABLE TRUSS TD THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG SIZE, GRACE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: - FOR WINO SPEEDS 120 MPH (ASCE 7-9B, 021 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (131' X 3') NAILS SPACED 6' O.C. - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-99, 021 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUSS / MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE TRUSS AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. DULY 17, 2017 I STANDARD PIGGYBACK TRUSS I STDTL04 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7.98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONSASCONGFSNO UPLIFT EXCEEDS 37TBS. REFER TO ACTUAL -PIGGYBACK TRUSSDESIGN _ DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24' O.C. OR LESS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' DLJ A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8' TEE -LOCK MULTIUSE CONNECTION PLATES SPACED 48'O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5' X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPUFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURUN TO THE TOP CHORD OF THE BASE TRUSS. (PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. x+.�aHw`» E. css�eis N519 W6eBM. D I .R3. X 169V4118 JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 A•1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 3494i 772-409-1010 VALLEYTRUSS (TYPICAL) SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. GABLE END, COMMON TRUSS, OR GIRDER TRUSS ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4- X 4.5') WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE =3'X0.131°=10d 2. WOOD SCREW =4.5°WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". S. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. BASE TRUSSES .L LNU, UUMMUN 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3112 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24- O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. Jutl9Nml�PE83Wi Ktab Hwf a 6pMmlry G 91615 tt Prce.0.N9,B UL: IOhS%B FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL 1 STDTL06 f 1 GENERAL SPECIFICATIONS: 1. NAIL SIZE= 3'X 0.131'= 10d 2. WOOD SCREW = 3- WS3 USP OR EQUIVALENT. —� 3 INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL �- 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN C DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURUN SPACING EQUIVALENT A•1 ROOF TRUSSES TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ST.FTRULUCIE BLED. 6. NAILING DONE PER NDS-01. FORT PIERCE, FL BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. TRUSS, OR GIRDER 772-409-1010 1 TRUSS VALLEY TRUSS ) I� I ii II II (I 11 BIASETRSSES (TYPIC SECURE VALLEY TRUSS W/ONE ROW OF 10d NAILS 6' O.C. DETAIL A (NO SHEATHING) N.T.S. GABLE END, COMMON TRUSS, OR GIRDER P r2 VALLEY TRUSS TRUSS (TYPICAL) SEE DETAIL'A' BELOW (TIP.) WIND DESIGN PER ASCE 7-98, ASCE 7-02. ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT= 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6112 CATERGORY II BUILDING EXPOSURE WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS rig MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO USP MAX SPACING = 24- O.C. (BASE AND VALLEY) WS3(114-X 3')WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6PSF ON THE TRUSSES. INTO EACH BASE TRUSS. Wtab Xouse E W lreef�^p CA 9+6� 8 uS+ALa Phtl. R %e,b.ft.L9N om +amrso+e DULY 17, 2017 I " (HIGH WIND VELOCITY) ^(L I STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772 409-1010 ATTA( WIND DESIGN PER ASCE 7-90, ASCE 7-i WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE:' MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING =24- O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UNL_...,,��... DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2',-10' ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOTAPPLICABLE FOR SPFS SPECIES LUMBER NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. 0 CLIP MAYBE APPLIED TO THIS FACE UP TO A MAXIMUM 6112 PITCH NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12112 PITCH) .IaMBDmLg,PESR® V.iub H VEe HiyuO,%9 CA 9t 6f 5 KSt fl Wx BM, R Rerze.RN91B p®p: 16g4R019 FEBRUARY 17, 2017 I STANDARD GABLE END DETAIL I STDTL08 . . VERTICALVBRACE 2X6 SP OR SPF �I STUD2 DIAGONAL TYPICAL 2X4 L-BRACE RACE NAILED TO 2X4 VERTICALS i V/lOd NAILS, 6. O.C. (4) - 16d �I NAILSGd-NAIL6 ICALPACED 6. O.C. STUD i (2) 10d NAILS �I INTO 2X6X6 SP OR PF #2 I SECTION B-B 2X4 SP OR ANTI ROOF TRUSSES SPF #2 HORIZONTAL 4451 ST. LUCIE BLVD. AILED TO FORT PIERCE, FL 34948 TICALS TRUSS GEOMETRY AND CONDITIONS 772-409-1010 SECTION A -A W/(4) - 10d NAILS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - D' O.C. MAX. SEE INDIVIDUAL ENGINEERING ORAWINGB FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES * VITH (2) - IDd NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS B 3X4= P(4) Ed NAILS MINIMUM, ROOF LYWOOD SHEATHING IBLOCK X4STOPF I I SHEATHING vpa * DIAGONAL BRACING ** L - BRACING REFER v n i / / REFER TO SECTION A -A TO SECTION B-B 24' MAX. / 1OT.MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 10d 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT DR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH,SPF DR SP #3 OR / BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. TRUSSES a 24' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM / AT 4'-0'D.C. B. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 413' O.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE ell,_ TO VERTICAL WITH (4) - STUDS WITH (3) IDd NAILS THROUGH 2X4 (REFER TO SECTION A -A) - 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE IDd NAILS. S. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X35' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. (SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. END WALL MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE (2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP#31STUD 12'O.C. 3-8-10 5-0-11 6_6-1t 11-1-13 2X4SP#3/STUD 16'0.C. 3&10 4-9-12 6-6-11 9-10-15 2X4SP#31STUD 24'O.C. 2-8.6 3-11-3 54-12 8-1-2 2X4SP#2 12.O.C. 3-10-15 5-611 6-6-11 11-844 2X4 SP#2 16'O.C. 3&11 4-942 fi&11 10-8-0 2X45P #2 24. O.C. 3-14 3-11-3 6.2-9 9-3.13 DIAGONAL BRACES OVER 6' - 3' REDUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REOUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM ENO DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. ROOF HEIGHT =30 FEET BORG 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. T-BRACE / I -BRACE DETAIL FEBRUARY 17, 2017 WITH 2X BRACE ONLY STDTL09 NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2XB 1Dd 6' O.C. NOTE NAIL ALONG ENTIRE LENGTH OF T—BRACE / I —BRACE (ON TWO—PLY TRUSSES NAIL TO BOTH PLIES) BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 ]-BRACE 2XB 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (DR BETTER) AS WEB MEMBER NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS Wivb Xw¢e BpNevlry W 91615 II516l1w¢BiK D I F: I .0... @IQ012�18 FEBRUARY 17, 2017 1 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. O'. NOTE 1: 2X6 STRONG13ACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERDE, R 34948 NOTE 2: STRDNGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-0oS-tolo BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENOS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRDNGBACK (00 NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO TO TOPCTTACHHORD1 N IBS (0 31' WITH X 31Dd `SCABAIL(0131' ITH 3X 3').. r ATTACH TTA H0TO VERTICAL 1 \ WEB WITH (3) — IOd BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRDNGBACK USE METAL FRAMING ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) — 10d TO BOTTOM CHORD NAILS (031' X 3') TRUSS 2X6 r 4' — STRDNGBACK (TYPICAL ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) — ]Qd NAILS (0131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) — 10d NAILS (0131' X 3') 0. WALL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.216' DIA1 INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRDNGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' — 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) — 10d NAILS (0131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRDNGBACK MEMBERS A MINIMUM OF 4' — 0' AND FASTEN WITH (12) — 10d NAILS (0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRDNGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING (BY OTHERS) LATERAL TOE -NAIL DETAIL STDTL11 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). O 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL Aga#. BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4461 ST. LUCIE BLVO. SPECIES FOR MEMBERS OF DIFFERENT .SPECIES. FORT PIERCE, FL 34M 772409-1010 TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S .131 88.0 80.6 69.9 68.4 59.7 o .135 93.5 85.6 74.2 72.6 63.4 J in .162 108.8 99.6 86.4 84.5 73.8 ri .12B 74.2 67.9 50.9 57.6 50.3 0 .131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 rj VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 115: 3 (NAILS) X 845 (LB/NAIL) X 115 (DOL) = 2915 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO ED' 45.00' ANGLE MAY VARY FROM 30' TO 60' THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00° SIDE VIEW (2X3) 2 NAILS ANGLE MAY VARY FROM 30' TO SO' NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE 45.000 FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 _ A-1. ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772d094010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) -DIA._ _SF -OF--- _HE SPF _SPE-5- L7 .131 59 46 32 30 20 z J .135 60 48 33 30 20 M f*1 .162. 72 58 39 37 25 J 2 (, .128 54 42 28 27 19 L~7 LO Z 0 .131 55 43 29 28 19 LU .148 62 4B 34 31 21 J L0 J N Q M Z .120 51 39 27 26 17 0 Z .128 49 38 26 25 17 0 .131 51 39 27 26 17 57 44 31 28 20 M F48: NUTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER ENO AS SHOWN. 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES TOP PLATE FOR WINO DOL OF 133: 3 (NAILS) X 37 (LB/NAIL) X 133 IDOL FOR WINO) = 14B LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 IDOL FOR WINO) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LES (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY TOP PLATE OF WALL Jew BGmI�PE W80B SIDE VIEWPWw�r END VIEW � D. +omrzo+e 019 FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTLI3 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 W01PAC; 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. vmmHWM .ugwrnoecAsieie ft RPtvm,il9.9M April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTL14 FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST. LUCIE'BLVD. 12 FORT PIERCE, FL 34948 772-409-1010 VARIES � / (4) 12d TRUSS 2411 O.C. —\ �A / --- (4) 12d UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT GIRDER MAX 3011 (21-611) n r 2x6 #2 SP (Both Faces) 2411 O.C. SIMPSON H5 Am OCUN�PE6}EW WIob l6ua E'�Mq 491815 Y51 by L.L&r4 RP6rtP.R9,918 Uau: 10Tfl�AtB FEBRUARY 17 2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND STDTL15 DAMAGED OR MISSING CHORD SPLICE PLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 n2409-1010 R7 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X (INCHES) MAXIMUM FORCE (LBS) 15Y LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2XG 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 29DO 4350 2451 3677 2511 3767 44 66 46' 3657 5485 3346 5019 2829 4243 2898 4347 • DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH IOd NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER ENO DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C • IOd NAILS NEAR SIDE + IOd NAILS FAR SIDE THE LOCATION OF THE BREAK MUST BE GREATER THE REQUIRED X DIMENSION FROM ANY PERIMETER AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THAN OR EQUAL TO BREAK OR HEEL JOINT (SEE SKETCH ABOVE). FEBRUARY17,2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' D.C. TOP CHORD: 2X4 DR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF IOd COMMON WIRE NAILS (148' DIA. X 3') SPACED 6' D.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SE NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.