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536 Beach Avenue APEX • OFFICE COP " Charlie Dixon III Site Information () 536 Beach Avenue, Duval Structural Engineer of Record Adam K Russell W 7 TrueHouse 4745 Suttonutton Park Court,Suite 402 Jacksonville, FL 32224 WIND LOADING(Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd = 1.00) MWFRS TCLL 20 psf TOLL 40 psf 130MPH(3 second gust)\ASCE 7-10 TCDL 7 psf TCDL 17 psf Enclosed Structure(0.18) BOLL 0 psf+ NCLL 10 psf BOLL 0 psf Exposure D BCDL 5 psf BCDL 5 psf Occupancy Category II(Res) FBC 2017 RES\TPI 2014 This Package inlcudes 30 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE 1 75322 F01 6/6/2018 29 75322 T09 6/6/2018 2 75322 F02 6/6/2018 30 75322 T10 6/6/2018 3 75322 F03 6/6/2018 4 75322 F04 6/6/2018 5 75322 F05 6/6/2018 6 75322 FG01 6/6/2018 7 75322 FG02 6/6/2018 8 75322 FGE01 6/6/2018 9 75322 FGE02 6/6/2018 10 75322 HJO1 6/6/2018 11 75322 HJO1A 6/6/2018 12 75322 HJ02 6/6/2018 13 75322 J01 6/6/2018 14 75322 J02 6/6/2018 15 75322 J03 6/6/2018 16 75322 JO3A 6/6/2018 17 75322 JO3B 6/6/2018 18 75322 J04 6/6/2018 19 75322 JO4A 6/6/2018 20 75322 J05 6/6/2018 21 75322 101 6/6/2018 22 75322 102 6/6/2018 23 75322 T03 6/6/2018 24 75322 T04 6/6/2018 25 75322 T05 6/6/2018 26 75322 T06 6/6/2018 27 75322 T07 6/6/2018 28 75322 108 6/6/2018 .01 `��111111116PI Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida �' c ! Y f. y/94i/I, Engineer Business No.7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 ,`.�, •, ••' \,�•C E At '•.'<c• �I 1°V\ The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the *�' No 585 ••.2 Truss Design Drawings listed above and attached. The suitability and use of each drawing for any 4Q particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2 With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with �ID: APEX Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engineers T 0 This document may be signed and sealed with original or Docusign digital signature by the professional , • '• / • F 4/,4.- ,, engineer identified in the adjacent professional engineer's seal.Printed copies of Docusign signature �ie S1 I . IDP••'\`✓v� documents are not considered signed and sealed and the signature must be verified on any electronic ' ........`` \\ copies. `r4• ,/� NG,,s • Job#75322 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 09'00"00 FG01 FLAT 0.00/12 Pitch 2-Ply 1 1165.50 0.00 2 1165.50 0.00 1 08'03"08 FG02 FLAT 0.00/12 Pitch 2-Ply 1 1599.09 0.00 2 1420.45 0.00 4 09'09"05 HJO1 HIP_JACK 2.12/12 Pitch 1 -Ply 1 510.14 255.00 2 246.86 81.00 3 209.69 166.00 1 09'09"05 HJO1A HIP_JACK 2.12/12 Pitch 1 -Ply 1 369.52 158.00 2 373.15 197.00 3 45.27 0.00 4 223.03 169.00 1 02'11"04 HJO2 HIP_JACK 2.12/12 Pitch 1 -Ply 1 356.20 334.00 2 121.55 25.00 3 61.27 32.00 10 01'04"00 J01 JACK 3.00/12 Pitch 1 -Ply 1 278.33 243.00 2 125.12 30.00 3 151.46 39.00 10 03'00"00 J02 JACK 3.00/12 Pitch 1 -Ply 1 265.71 198.00 2 34.66 10.00 3 64.80 36.00 8 05'00"00 J03 JACK 3.00/12 Pitch 1 -Ply 1 310.67 205.00 2 62.58 0.00 3 114.23 80.00 1 05'00"00 JO3A JACK 3.00/12 Pitch 1 -Ply 1 268.51 196.00 2 223.53 74.00 3 10.78 10.00 4 29.93 21.00 1 05'00"00 J03B JACK 3.00/12 Pitch 1 -Ply 1 161.08 78.00 2 68.68 8.00 3 116.64 90.00 11 07'00"00 J04 EJACK 3.00/12 Pitch 1 -Ply 1 366.99 224.00 2 92.06 1.00 3 163.24 121.00 1 07'00"00 JO4A EJACK 3.00/12 Pitch 1 -Ply 1 265.73 185.00 2 274.40 108.00 3 40.00 0.00 4 78.14 53.00 1 07'00"00 J05 MONO 3.00/12 Pitch 1 -Ply 1 560.74 307.00 2 825.49 413.00 1 26'00"00 T01 HIPS 3.00/12 Pitch 1 -Ply 1 1733.94 949.00 2 1733.94 949.00 1 26'00"00 T02 HIPS 3.00/12 Pitch 1 -Ply 1 959.93 483.00 2 837.60 360.00 1 26'00"00 T03 HIPS 3.00/12 Pitch 1 -Ply 1 959.93 480.00 2 837.60 359.00 1 27'00"00 T04 SPEC 3.00/12 Pitch 1 -Ply 1 998.57 580.00 2 1074.77 628.00 1 27'00"00 T05 COMN 3.00/12 Pitch 1 -Ply 1 991.95 460.00 2 991.95 472.00 1 27'00"00 T06 COMN 3.00/12 Pitch 1 -Ply 1 991.95 468.00 Page 1 of 2 Job#75322 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 991.95 478.00 1 27'00"00 T07 COMN 3.00/12 Pitch 1 -Ply 1 991.95 498.00 2 991.95 483.00 1 27'00"00 T08 COMN 3.00/12 Pitch 1 -Ply 1 1385.07 779.00 2 1786.65 1000.00 1 17'00"00 T09 COMN 3.00/12 Pitch 1 -Ply 1 673.47 334.00 2 546.98 232.00 1 17'00"00 T10 HIPS 3.00/12 Pitch 1 -Ply 1 517.35 300.00 2 1698.32 882.00 3 262.15 138.00 WOODFLOOR QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 3 19'00"00 F01 SY42 0.00/12 Pitch 1 -Ply 1 930.39 0.00 2 930.39 0.00 3 22'06"00 F02 SY42 0.00/12 Pitch 1 -Ply 1 923.66 0.00 2 1305.37 0.00 4 27'00"00 F03 SY42 0.00/12 Pitch 1 -Ply 1 864.32 0.00 2 1584.09 0.00 3 320.82 0.00 4 27'00"00 F04 SY42 0.00/12 Pitch 1 -Ply 1 356.63 0.00 2 1555.82 0.00 3 835.39 0.00 3 18'03"08 F05 SY42 0.00/12 Pitch 1 -Ply 1 895.28 0.00 2 895.28 0.00 1 19'00"00 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 1860.79 0.00 1 09'11"08 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 975.83 0.00 Total of Trusses 80 Maximun Height 04'00"10 Page 2 of 2 • 1. PERMANENT BRACING IS ALWAYS REQUIRED AND MUST BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER OF RECORD. PERMANENT BRACING INCLUDES TOP CHORD BRACING, BOTTOM CHORD BRACING, COMPRESSION WEB MEMBER BRACING AND GABLE END LATERAL BRACING. 2. RECIEPT, STORAGE, ERECTION, FIELD INSTALLATION AND FIELD ASSEMBLY IS THE RESPONSIBILITY OF THE CONTRACTOR. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, THE CONTRACTOR SHALL ENSURE THAT THE TRUSSES ARE BRACED IN ACCORDANCE WITH BCSI-03. 3. NEVER EXCEED THE DESIGN LOADING SHOWN AND NEVER STACK MATERIALS ON INADEQUATELY BRACED TRUSSES. 4. PROVIDE COPIES OF THE TRUSS DESIGN TO THE BUILDING DESIGNER, ERECTION SUPERVISOR, PROPERTY OWNER AND ALL OTHER INTERESTED PARTIES. 5. TOP CHORDS MUST BE SHEATHED OR PURLINS PROVIDED AT SPACING SHOWN ON DESIGN. BUILDING DESIGNER OR ENGINEER OF RECORD REQUIRED TO PROVIDE THIS- SEE NOTE 1 ABOVE. 6. BOTTOM CHORDS REQUIRE RIGID CEILING OR CONTINUOUS LATERAL BRACING AT SPACING NOTED ON TRUSS PROFILE. BUILDING DESIGNER OR ENGINEER OF RECORD REQUIRED TO PROVIDE THIS- SEE NOTE 1 ABOVE. 7. TRUSS TO TOP PLATE AND ALL OTHER CONNECTIONS NOT SHOWN ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 8. DO NOT CUT OR ALTER TRUSS MEMEBER OR PLATE WITHOUT PRIOR APPROVAL OF A PROFESSIONAL ENGINEER. FOR TRUSS REPAIR DRAWINGS, FAX REPAIR REQUEST TO 992-8700. FAX SHOULD CONTAIN TRUSS JOB NUMBER, TRUSS NUMBER, SPECIFIC SCOPE OF REPAIR AND CONTRACTOR CONTACT INFO. ax5 3.8 SYMBOL INDICATES REQUIRED LATERAL BRACING. PERMANENT SYMBOL AND TEXT INDICATES INDICATES LOCATION WHERE4 x 5 LATERAL BRACING IS THE REQUIRED SIZE AND LOACTION OF RESPONSIBILITY OF THE BUILDING BEARINGS(SUPPORTS)OCCUR. TRUSS PLATE. PLATE TEETH MUST = DESIGNER. ALL BEARINGS ARE CONSIDERED BE FULLY EMBEDDED INTO TO BE NO 2 SYP(UNO). LUMBER AND PLATES MAY NOT BE CUT OR ALTERED. ` 7 GENERAL NOTES 3 x 8414 AND DETAILS 4 a / 2 x 4 4 x 5 %it* ,fV\ 8-11-15 I TRUETRUSS DIMINSIONS ARE SHOWN IN FEET-INCHES-SIXTEENTHS. /� A DIVISION OR @ 1 RVEIlO S APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JM APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE,FL 32224-904.821.5200 TECHNOLOGY THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. GABLE TRUSS WEB 2x6 NO 2 SYP "L" BRACE GABLE TRUSS WEB 2x6 NO 2 SYP "T" BRACE FASTENED TO GABLE WEB FASTENED TO GABLE WEB W/.131" x 22" AT 6" O.C. J . W/.131" x 22" AT 6" O.C. SECTION A-A SECTION A-A OPTION 1 OPTION 2 (9' 8" - 12' 0") (9' 8" - 12' 0") 2x4 NO 2 SYP "L" BRACE GABLE TRUSS WEB FASTENED TO GABLE WEB GABLE TRUSS WEB 2x4 NO 2 SYP "T" BRACE W/.131" x 22" AT 6" O.C. FASTENED TO GABLE WEB —' I W/.131" x 22" AT 6" O.C. CI- SECTION B-B SECTION B-B r OPTION 2 OPTION 2 co (3' 8" - 9' 7") (3' 8" - 9' 7") ' VERTICAL WEBS 3' 8" OR CONNECTION BETWEEN BOTTOM CHORD OF LESS DO NOT REQUIRE GABLE END TRUSS AND WALL, AS WELL AS THE b GABLE BRACES DESIGN AND SPECIFICATION OF PERMANENT N - A BRACING OF THE ROOF SYSTEM IS THE GABLE END BRACING ' : rRESPONSIBILITY OF THE BUILDING DESIGNER. DETAIL A A rn r r ao B B • v i (/ -, 1 1TRUETRUSS A DIVISION OF CONTINUOUS BEARING UNLESS NOTED OTHERWISE 6)TRUEHOUSEAPEX APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE,FL 32224-904.821.5200 TECHNOLOGY • THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. (3).148" x 3" TOE-NAILS @ TOP & BOTTOM CHORD CONNECTION. (NAILS THROUGH BACK SIDE OF GIRDER INTO END GRAIN OF JACK TRUSS ARE NOT ALLOWED) JACK JACK (3).148" x 3" TOE-NAILS @ TOP & BOTTOM CHORD CONNECTION FOR CORNER JACK. _ SOME CORNER JACKS MAY REQUIRE z SIMPSON LS30 IN LIEU OF TOE-NAILS. < JACK REFER TO SHOP DRAWINGS. a.H- z /\ w U _w JACK Q J J LL o 0 O - (2).148" x 3" TOE-NAILS @ TOP & BOTTOM c w 0z \\NJACK� CHORD CONNECTION. awo w Y Y_ CC w 0 0 QQ TYPICAL HIP SET NAILING DETAIL "HJ" GIRDER / VARIES lAi/ TRUST BUSS ADIVISION OF @ l RUEHoUs1 APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-0745 SUTTON PARK COURT,STE.402 JACKSONVILLE.FL 32224-904.821.5200 TECHNOLOGY THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. R -IGGYBACK TRUSS 6"x 8"x z"PLYWOOD(or 17"OSB)GUSSET APPLIED TO EACH FACE SPACED 48"O.C. FASTEN WITH(4)8d COMMON INTO EACH CHORD FROM EACH SIDE(TOTAL 16 NAILS). MAXIMUM PURLIN SPACING 36"O.C. REFER TO INDIVIDUAL BASE TRUSS DESIGN FOR ACTUAL TOP CHORD PURLIN SPACING. o ,9... 1 0KA ..... , n •ti 0 ... PIGGYBACK TRUSS ATTACH PURLIN TO TOP CHORD OF BASE TRUSS EACH BASE TRUSS WITH (2).131"x 23" \ OPTION 1 6'40 MAXIMUM PURLIN SPACING 24"O.C. TO �G2k FOR ACTUUALEFER TO DIVIDUAL TOP CHORDSE PURLIN SSPACING. r'JS DESIGN F�CFw/ O 3SYASC xl 0 01 SS �w1 °C �I PIGGYBACK TRUSS CONNECTION DETAIL Dill \_ ' BASE TRUSS ATTACH PIGGY BACK TO EACH PURLIN\ 0 FOR PIGGY BACK TRUSSES WITH SPANS LESS THAN 12'SCAB i / i WITH (2).131"x 23' MAY BE OMMITED PROVIDED THAT THE ROOF SHEATHING IS ATTACH PURLIN TO TOP CHORD OF * CONTINUOUS OVER JOINT(SHEATHING TO OVERLAP A MINIMUM �� EACH BASE TRUSS WITH(2).131"x 23" OF 12"OVER JOINT). A DIVISION OF OPTION 2 QTRUEHousE) i/)!P'aE , 41: , APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE,FL 32224-504.421.5200 TECHNOLOGY • THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. 36" MAXIMUM FLAT TOP CHORD SPAN FASTEN SCABS TO CONTINUOUS 2x4 NO 2 SYP RIDGE BEAM W/(2).131"x 22" OR / 2x4 NO 2 SYP BLOCKING BETWEEN CAPS M/ /JP�O��S' U cF yA FASTENED W/(2).131"x 22"AT EACH END __'' '�;� ..-_ /�,2/4 S•73, cgeq 4614 `�� F TR�c ss (1) PURLIN AT MIDSPAN OF BASE TRUSS ACH TRUSS TOP CHORD WITH (2).131"x 2i" /\ CONVENTIONAL FRAMED PIGGYBACK DETAIL TRUETRUSS ,f1Pl\ A 1 DIVISION OF RUEHOUSE APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE,FL 32224-504.821.5200 TECHNOLOGY THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. (2)16d TOP NAILS // f ER STRAP —1,-- (2)16d TOP NAILS PER STRAP 1 I \ \ \ \ / (1)16d FACE NAIL (1)16d FACE NAIL .,, ,, —PV STRAP �ER STRAP V \ \ \\ \ A (3)16d STRAIGHT \ (3)16d STRAIGHT \ AILS PER SIDE AILS PER SIDE / l to ' / 1 D1K/ \ 1 THA422 / li //1 —N—DEPTH AND PLIES VARY THA422 FLOOR TRUSS TO BEAM FLOOR TRUSS TO ROOF GIRDER (2)16d TOP NAILS /r PER STRAP i><\ NN (1)16d FACE NAIL 'ER STRAP \ \ (3)16d STRAIGHT \ THA422 CONNECTIONS AILS PER SIDE tor N / 1 >< ' TRUETRUSS ,,V\ A DIVISION OF THA422 @TRUEHougr APEX FLOOR TRUSS TO FLOOR TRUSS APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE.FL 32224-904.821.5200 TECHNOLOGY THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. • 24" TYP I I N X 4 X ' X COMMON TRUSSES @ 24" O.C. z W J MAX 12"OVERHANG UNLESS I k• W < DESIGNED BY OTHERS CO p VALLEY SET Q 0 0 '� 24" O.C. O Uw :�=uJ m �A111111)4111011 ) Cr ;�, t,S COMMON TRUSSES @24" O.C. 0 / CUMMUN I KUSSES 0, 2? TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2x6 "STRONGBACKS" SHOULD BE LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. STRONGBACK MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTEN TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. 111.N2MillirrAH\LNIIIIVAIIVIIIVIMI AllaillirgN IIXI _ M USE SIMPSON ATTACH TO VERTICAL ATTACH TO VERTICAL ATTACH 2x4 VERTICAL TO FACE H2.5 TO ATTACH WEB WITH (3)12. WEB WITH (3)12d IF TRUSS. FASTEN TO TOP 2x6 TO CHORD. COMMON WIRE NAILS. COMMON WIRE NAILS. AND BOTTOM CHORD WITH (2)12d COMMON IN EACH CHORD. IIdazi .000AIHNiih. /gm\ 1 .%7 ...\\ ./..N. _ .,moi B1 NW \\\\\\ \ \\ \ \ LOCKING 7B s s s s\ TRUSSES TYPICAL SPLICE 48" 2x6 AS REQUIRED FLOOR TRUSS \-BEARING WALL STRONG BACKS THE STRONGBACKS SHOULD EITHER BE SECURED TO ADJACENT PARTITION WALLS OR ALTERNATE"X" BRIDGING SHOULD BE USED TO TERMINATE THE BRACING MEMBERS. IF SPLICING IS NECESSARY, USE A 4'-0" LONG SCAB CENTERED OVER THE SPLICE AND JOIN WITH (12)12d NAILS EQUALLY SPACED. ,,V\ 'j` ALTERNATE METHOD OF SPLICING: 1 RUETRUSS OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH (12)12d COMMON WIRE NAILS A DIVISION OF STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) @TRUEHOUSE) APEX APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE,FL 32224-504.821.5200 TECHNOLOGY • THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. 75322 Ply:1 SEQN:17516/T25/SY42 - Sherman Res. Qty: 3 FROM: DRW: F01 Wgt:103.6 lbs ... / ... 06/06/2018 9'3" I 11' I 19' 9,3" 1,9" 8' I rI- 26" I 2'6'12--I-26 12 1'3"12 I ---I I---2'6°12 I rs°,z--I N (TYP) W=3X4 1111.5X3 =3X8 1111.5X3 m3X3 1111.5X3 =3X4 1111.5X3 =3X8 1111.5X3 SA B C D E F G H I T9 J T ?'a K `_v 1 \ Ay 8'1"2 R Q P 0 N M Lf O =3X8 3X8[5] W=H0310 =3X3 1111.5X3 3X8[14] =3X8 1 19' 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.340 E 653 480 R 930 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.718 E 460 360 L 930 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.045 B - - R Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.069 B - - L Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings R&L are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.724 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.833 Maximum Top Chord Forces Per Ply(lbs) Spacing:19.2" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.612 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 F-G 0 -2819 I:NA GCpi:NA Plate Type(s): B-C 0 -2831 G-H 0 -2819 Wind Duration:NA WAVE,HS VIEW Ver:18.01.008.0430.21 C-D 0 -2831 H-I 0 -2819 Lumber End Vertical Attachment D-E 0-3458 I-J 1 0 E-F 0-3461 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Top chord 4x2 SP#2:T2 4x2 SP#1: using(3)qty.10d box or(0.128"x3"min)gun nails,or Bot chord 4x2 SP#1 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Chords Tens.Comp. Chords Tens. Comp. Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. R-Q 1668 0 0-N 3461 0 approved 1/30/2013 by ALSC Q-P 3404 0 N-M 3459 0 Additional Notes P-O 3404 0 M-L 1665 0 Plate Shift Table +2x6 continuous strongback.See detail JT Plate Chord JT Plate Chord STRBRIBR1014 for bracing and bridging Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite recommendations. Webs Tens.Comp. Webs Tens. Comp. [5] 3X8 3.50 L 1.25 [14] 3X8 3.50 R 1.25 Truss must be installed as shown with top chord up. S-R 0 -9 N-F 116 -48 Purlins The overall height of this truss excluding overhang is A-R 0 -97 F-M 0 -867 In lieu of structural panels or rigid ceiling use purlins 1-4-0. R-B 0 -1854 H-M 0 -254 to laterally brace chords as follows: B-Q 1285 0 M-I 1275 0 Chord Spacing(in oc) Start(ft) End(ft) C-Q 0 -230 I-L 0 -1851 TC 24 0.25 18.75 Q-D 0 -635 J-L 0 -98 BC 120 0.25 18.75 D-O 368 -178 L-K 0 -9 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. O-E 50 -185 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Camber Max JT VERT DEFL:LL:0.34"DL:0.47".See detail DEFLCAMB1014 for camber recommendations. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 6-1 i2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer /)0/"Y\Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 75322 Ply:1 SEAN:17420/T32/SY42 Sherman Res. Qty: 3 FROM: DRW: F02 Wgt:126.0 lbs ... / ... 06/06/2018 9'3" 11'0"8 276" I I I 9,3" 1'9"8 11'5"8 2'6" �3"1� (TYP) 1I I..-26"12-I-2'6"12-I I-2'6"12 I 2'6"12--}-2"6"12- I--1'8"-.-11-.-17.'4 H W=3X4 =3X8 =3X3 =3X4 =3X8 =3X3 =3X3 A B C D E Fye G H I J K L 9.4- I V 7.1 M A_ 1_ q)8.1..2 V U T S R a "P 0 N `I' =3X8 =3X8[5] W=H0310 w3X8[14] 3X8[17] =3X3 113X3 =3X3 1 19' 1 3'6"-._I I 22'6" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.343 E 649 480 V 924 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.754 E 452 360 P 1305 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.046 B - - V Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.071 B - - P Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:2.0 Bearings V&P are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.823 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.872 Maximum Top Chord Forces Per Ply(lbs) Spacing:19.2" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.637 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 G-H 0 -2722 I:NA GCpi:NA Plate Type(s): B-C 0-2803 H-I 0 -2722 Wind Duration:NA WAVE,HS VIEW Ver:18.01.00B.0430.21 C-D 0-2803 I-J 465 0 Lumber End Vertical Attachment D-E 0-3402 J-K 465 0 Value Set:136(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F-F 0-3405 K-L 123 0 Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or F-G 0-2722 Bot chord 4x2 SP#1 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(lbs) Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp. Lumber value set"136"uses design values narrow face. approved 1/30/2013 by ALSC V-U 1655 0 R-Q 3402 0 Additional Notes U-T 3361 0 Q-P 1553 0 Plating Notes +2x6 continuous strongback.See detail T-S 3361 0 P-O 0 -130 All plates are 1.5X3 except as noted. STRBRIBR1014 for bracing and bridging S-R 3405 0 0-N 0 -3 recommendations. Plate Shift Table Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(lbs) JT Plate Chord JT Plate Chord The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite [5] 3X8 3.50 L 1.25 [14] 3X8 3.50 R 1.25 1-4-0. W-V 0 -9 H-Q 0 -257 [17] 3X8 2.50 R 1.25 A-V 0 -97 Q-I 1339 0 V-B 0 -1839 I-P 0 -1878 Purlins B-U 1269 0 J-P 0 -226 In lieu of structural panels or rigid ceiling use purlins C-U 0 -229 P-K 0 -421 to laterally brace chords as follows: U-D 0 -617 K-0 75 0 Chord Spacing(in oc) Start(ft) End(ft) D-S 352 -251 0-L 0 -148 TC 24 0.25 22.38 S-E 81 -179 L-N 15 0 BC 120 0.25 22.50 Apply purlins to any chords above or below fillers R-F 144 37 M-N 9 0 at 24"OC unless shown otherwise above. F-Q 0 -989 Loading Bottom chord checked for 10.00 psf non-concurrent live load. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 16(jfJt) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /ft/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE No.Michael 0839lowski Jeffrey No.58r544 Derek B neson PE No.71457y PE No.77769311 75322 Ply:1 SEAN:17424/T21/SY42 • Sherman Res. Qty:4 FROM: DRW: F03 Wgt:145.6 lbs ... / ... 06/06/2018 L 27' 1 I 9'3" 110"8 2210"8 124181 z'1o•a 9'3" 1'9"8 11'10" 1'3" I-2'6"-I 1-- -I I~12 4"1~I (TYP) III I-26"12-{f--76.12-I f-26.12-f-2'6"12-I-2'6"12--I--26.12-1 ?I =3X8 -3X3 =3X4 W=3X4 =4X8 =3X4[18] =3X3 ZA B C D E F GH I J K T9 L M NQ i - 41IY X W V U T R Q P$ =3X8 =3X8 =3X3 W=H0310 w3X8[17] =3X3 =4X5 3X8[13] 1 18'10"4 1 81"12 i I 27' I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.338 E 660 480 Y 864 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.759 E 424 360 S 1584 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.045 B - - P 321 /30 /- /- /- /3.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.071 B - - Y Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:2.0 S Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.835 P Min Brg Width Req= 1.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.889 Bearings Y,S,&P are a rigid surface. Spacing:19.2" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.698 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE,HS VIEW Ver:18.01.008.0430.21 A-B 1 0 H-I 0 -2057 Lumber End Vertical Attachment B C 0-2558 I-J 1211 0 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical D-E 0-2959 J-K 12115 4 Topchord 4x2 SP#2:T2 4x2 SP#1: using(3)qty.10d box or(0.128"x3"min)gun nails,or D-E 0-2919 K-L 250 -384 E-F 0-2918 L-M 240 -390 Bot chord 4x2 SP#1:62 4x2 SP#2: (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" F-G 0 -2057 M-N 1 0 Crown(minimum),1-1/2"length wire staples on each G-H 0 -2057 Lumber value set"136"uses design values narrow face. approved 1/30/2013 by ALSO Maximum Bot Chord Forces Per Ply(lbs) Additional Notes Chords Tens.Comp. Chords Tens. Comp. Plating Notes +2x6 continuous strongback.See detail All plates are 1.5X3 except as noted. STRBRIBR1014 for bracing and bridging Y-X 1535 0 T-S 762 0 recommendations. X-W 2981 0 S-R 212 -566 Plate Shift Table Truss must be installed as shown with top chord up. W V 2918 0 R-Q 390 -240 JT Plate Chord JT Plate Chord The overall height of this truss excludingoverhangis V-U 2913 0 Q-P 390 -237 No Size Shift Bite No Size Shift Bite 9U-T 2913 0 [13] 3X8 4.00 R 1.25 [17] 3X8 2.25 R 1.25 1440. [18] 3X4 1.75 R 1.25 Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins Z-Y 0 -9 T-I 1465 0 to laterally brace chords as follows: A-Y 0 -96 I-S 0 -1975 Chord Spacing(in oc) Start(ft) End(ft) Y-B 0-1706 J-S 0 -289 TC 24 0.25 26.75 B-X 1131 0 S-K 0 -976 BC 120 0.25 26.75 C-X 0 -225 K-R 533 0 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. X-D 0 -467 R-L 0 260 D-W 224 -299 Q-M 16 -78 Loading W-E 103 -120 M-P 263 -435 Bottom chord checked for 10.00 psf non-concurrent V-F 155 5 N-P 0 127 live load. F-T 0-1052 P-O 0 -10 G-T 0 -244 Camber Max JT VERT DEFL:LL:0.34"DL:0.46".See detail DEFLCAMB1014 for camber recommendations. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Jf*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHouse PE No.0839 Kozlowski PE No.58544son PE No 7 457y PE No.77769311 • 75322 Ply:1 SEQN:17427/T30/SY42 Sherman Res. Qty:4 FROM: DRW: F04 Wgt:144.2 lbs ... / ... 06/06/2018 4'1"8 1`-1 210"8 13• 168" 19 27' 2'10"8 12'6"8 2'4" 8' I-2'6"--1 (TYP) I I I---2'1"4--{--2'612-I--Z6"12--4---2'6"12--1--2'6"12,{ I-2.6"12-{-2'6"12-I I =3X4 =3X3 3X4[7] =3X8 W=3X4 =3X3 =3X8 A B C D E F G H I J K L M T 3e Y.- \ T9 LN ry2 'J' 8'1'2 X W V ''U T S R Q P OP =4X5 w3X3[6] =3X8[9] W=3X4 E3X8 =3X8 =3X8[13] r 810"4 1 18'1"12 1 I 27' I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.268 Q 802 480 X 357 /- /- i- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.609 Q 521 360 U 1556 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.026 0 - - 0 835 /- /- /- /- /3.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.041 0 - - X Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:2.0 U Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.643 0 Min Brg Width Req= 1.5 BCDL:NA sf TPI Std: 2014 Max BC CSI: 0.575 Bearings X,U,&0 are a rigid surface. Load Duration:1.00 P Spacing:19.2" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.657 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:18.01.00B.0430.21 A-B 1 0 G-H 0 -2020 • Lumber End Vertical Attachment B-C 119 -490 H-I 0 -2020 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical C-D 15 -484 I-J 0 -2763 Top chord 4x2 SP#1 :T2 4x2 SP SS: using(3)qty.10d box or(0.128"x3"min)gun nails,or D-E 115110 J-K 0 -2439 Bot chord 4x2 SP#2:B2 4x2 SP SS: (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire E-F 1151 0 K-L 0 -2439 staples,through wide face;or(3)qty.16-Gauge,1" F-G 0-2020 L-M 1 0 Webs 4x2 SP#3 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. Maximum Bot Chord Forces Per Ply(lbs) approved 1/30/2013 by ALSO Additional Notes Chords Tens.Comp. Chords Tens. Comp. Plating Notes +2x6 continuous strongback.See detail X-W 489 -117 S-R 2759 0 All plates are 1.5X3 except as noted. STRBRIBR1014 for bracing and bridging W-V 490 -119 R-Q 2763 0 recommendations. V-U 244 -474 Q-P 2765 0 Plate Shift Table U-T 808 0 P-O 1470 0 Truss must be installed as shown with top chord up. JT Plate Chord JT Plate Chord T-S 8013 0 The overall height of this truss excluding overhang is No Size Shift Bite No Size Shift Bite [6] 3X3 1.25 L 1.25 [7] 3X4 1.75 L 1.25 1-4-0. [9] 3X8 2.50 L 1.25 [13] 3X8 2.75 R 1.25 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins Y-X 0 -10 G-S 0 -248 In lieu of structural panels or rigid ceiling use purlins A-X 0 -122 S-I 0 -963 to laterally brace chords as follows: X-B 130 -544 I-R 147 -22 Chord Spacing(in oc) Start(ft) End(ft) B-W 38 -65 Q-J 51 -116 TC 24 0.25 26.75 C-V 0 -211 J-P 0 -547 BC 120 0.25 26.75 V-D 556 0 K-P 0 -280 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. D-U 0-1030 P-L 1071 0 E-U 0 -279 L-O 0 -1634 Loading U-F 0-1888 M-O 0 -99 Bottom chord checked for 10.00 psf non-concurrent F-S 1379 0 O-N 0 9 live load. Camber Max JT VERT DEFL:LL:0.27"DL:0.39".See detail DEFLCAMB1014 for camber recommendations. NOTES: NI" 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (1'H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer if*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHouse PE No.Michael 08391owski Jeffrey No.58544son PE No. Murray7457PE No.77769311 75322 Ply:1 SEAN: 17430/T29/SY42 Sherman Res. Qty: 3 FROM: DRW: F05 Wgt:100.8 lbs ... / ... 06/06/2018 8' I 10'3"8 I 18'3"8 I 8' 2'3"8 8' I-I --2'6" - 2'6"12----I—2'6"12--.-I I—2'6"12—I 2'712—I (TYP) 1111.5X3 1111.5X3 =3X8 1111.5X3 =3X3[7] 3X3[10] W=3X4 =3X8 1111.5X3 A B C D E F G H I T 3e R., T2 4_J Q P 0 N M L K1 T =3X8 =3X8 1111.5X3 1111.5X3 =3X8 =3X8 W=H0310 i 18'3"8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.258 M 829 480 Q 895 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.599 M 532 360 K 895 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 K - - Q Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.055 B - - K Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings Q&K are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.463 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.594 Maximum Top Chord Forces Per Ply(lbs) Spacing:19.2" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.572 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -2676 I:NA GCpi:NA Plate Type(s): B-C 0-2679 F-G 0 -2676 Wind Duration:NA WAVE,HS VIEW Ver:18.01.008.0430.21 C-D 0-2679 G-H 0 -2676 Lumber End Vertical Attachment D-E 0-3204 H-I 1 0 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Top chord 4x2 SP SS:T2 4x2 SP#2: using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP#1:B2 4x2 SP SS: (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Q-P 1593 0 N-M 3204 0 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. P-0 3204 0 M-L 3203 0 approved 1/30/2013 by ALSC 0-N 3204 0 L-K 1594 0 Additional Notes Plate Shift Table +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(lbs) JT Plate Chord JT Plate Chord STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite recommendations. [7] 3X3 1.25 R 1.25 [10] 3X3 1.25 L 1.25 Truss must be installed as shown with top chord up. R-Q 0 -9 M-E 105 -78 A-Q 0 -98 E-L 0 -786 Purlins The overall height of this truss excluding overhang is Q-B 0-1770 G-L 0 -261 In lieu of structural panels or rigid ceiling use purlins 1-4-0. B-P 1201 0 L-H 1196 0 to laterally brace chords as follows: C-P 0 -264 H-K 0 -1772 Chord Spacing(in oc) Start(ft) End(ft) P-D 0 -787 I-K 0 -97 TC 24 0.25 18.04 D-N 104 -79 K-J 0 -9 BC 120 0.25 18.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Camber Max JT VERT DEFL:LL:0.26"DL:0.40".See detail DEFLCAMB1014 for camber recommendations. NOTES: 'N- (11'1-1) 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. TH 2.Apex Technology is a fictitious name owned by lax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo u se Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 75322 Ply:2 SEON:17518/T15/FLAT Sherman Res. Qty: 1 FROM: DRW: FG01 Wgt:86.8 lbs ... / ... 06/06/2018 3'1"4 510"12 9' H 3'1"4 I 2'9"8 I 3'1"4 IIIC4 IIItX4 A------4X5 =4X5 D T P 5 W1 Th 1 H G F E81„2 -1$1- 13X4 -4X5 =4X5 III 3X4 r 9' 1 2'11"8 3'1" 2'11"8 I' 2'11"8 I 6'0"8 I 9' H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.016 B 999 480 H 1165 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.102 B 999 360 E 1165 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.004 A - - H Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.014 A - - E Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings H&E are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.363 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.472 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.541 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0@10(0) Mfg Specified Camber: A-B 0-1125 C-D 0 -1125 I:NA GCpi:NA Plate Type(s): B-C 0 -1178 Wind Duration:NA WAVE VIEW Ver:18.01.00.0323.07 Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 to laterally brace chords as follows: H-G 57 0 F-E 57 0 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) G-F 1178 0 Webs 2x4 SP#3:W1 2x6 SP#2: TC 24 0.00 9.00 BC 108 0.00 9.00 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nailnote The TC of this truss shall be braced with attached A-H 0 -562 C-F 0 -379 Nail Schedule:0.131"x3",min.nails spans at 24"oc in lieu of structural sheathing. A-G 1136 0 F-D 1136 0 Top Chord:1 Row @10.25"o.c. G-B 0 -379 D-E 0 -562 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 Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC:From 249 plf at 0.00 to 249 plf at 9.00 BC:From 10 plf at 0.00 to 10 plf at 9.00 Plating Notes Plate positions consider a 0.50 inch truss perimeter edge distance. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: N- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 6'H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse ENo.Michael 0839Kozlowski rey P No58544son Adam K PE PE No.Murray7457PE No.77769311 75322 Ply:2 SEQN:17524/T17/FLAT • Sherman Res. Qty: 1 FROM: DRW: FG02 Wgt:86.8 lbs ... / ... 06/06/2018 2'10"7I 5,5,.1 { 8'3"8 FH 2'10"7 2'6"11 2'10"7 1II (4 III (4 A=4X8 .4X8D T �/ w1 _ w1 \ 1 ❑ 81"2 H =3X8 =4X8 E O III 3X4 1113X4 i 8.3"8 1 2'8"3 2'11"3 2'8"3 E" H2'8"3 5'7"5 I 8'3"8 Loading Criteria(par) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.026 B 999 480 H 1599 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.112 B 999 360 E 1420 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 A - - H Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.017 A - - E Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings H&E are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.569 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.618 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.711 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -1437 C-D 0 -1440 I:NA GCpi:NA Plate Type(s): B-C 0 -1513 Wind Duration:NA WAVE VIEW Ver:18.01.00.0323.07 Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 to laterally brace chords as follows: H-G 73 0 F-E 50 0 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) G-F 1513 0 Webs 2x4 SP#3:W1 2x6 SP#2: TC 24 0.00 8.29 BC 99 0.00 8.29 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nailnote The TC of this truss shall be braced with attached A-H 0 -767 C-F 0 526 spans at 24"oc in lieu of structural sheathing. Nail Schedule:0.131"x3",min.nails A-G 1463 0 F-D 1493 0 Top Chord:1 Row @ 5.50"o.c. G-B 0 -552 D-E 0 -691 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 Dur.Fac.=1.00/Plate Dur.Fac=1.00) TC:From 249 plf at 0.00 to 249 plf at 8.29 BC:From 10 plf at 0.00 to 10 plf at 8.29 TC: 275 lb Conc.Load at 1.25 TC: 224 lb Conc.Load at 3.25 TC: 373 lb Conc.Load at 4.83 Plating Notes Plate positions consider a 0.50 inch truss perimeter edge distance. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (911'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer iqW\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHouse PE Noel 60839 Kozlowski Jeffrey No.58544son o58544son pE No.71457y PE No.Russet " 75322 Ply:1 SEAN:17522/T33/SY42 Sherman Res. Qty: 1 FROM: DRW: FGE01 Wgt:100.8 lbs ... / ... 06/06/2018 1'4"8 1-1-1'4"—I (TYP) W=3X4 A B C D E F G H I J K L M N 0 P - AHJ 0 c 1 ��/�/ / /�� / �� / R 8'1"2 1„2 AG AF AE AD AC AB AA Z Y X W V U T S 1113X3 IA 3X3 W=3X4 I- 19' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Prin PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 P 999 480 AG"98 /- /- /- /- /228 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 P 999 360 AG Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 R - - Bearing AG is a rigid surface. Des Ld: 62.00 EXP:NA HORZ(TL):0.000 R - - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:2.0 Maximum Top Chord Forces Per Ply(lbs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.169 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.026 A-B 0 0 I-J 0 0 Spacing:19.2" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.030 B-C 0 0 J-K 0 0 CBC Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber. C-D 0 0 K-L 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 L-M 0 0 Wind Duration:NA WAVE VIEW Ver:18.01.00B.0430.21 E-F 0 0 M-N 0 0 Lumber End Vertical Attachment F-G 0 0 N-O 0 0 Value Set 13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical H-I 0 0 O-P 0 0 Top chord 4x2 SP#3 using(3)qty.10d box or(0.128"x3"min)gun nails,or H- 0 0 Bot chord 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(lbs) Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values narrow face. approved 1/30/2013 by ALSC AG-AF 0 0 Y-X 0 0 Additional Notes AF-AE 0 0 X-W 0 0 Bracing Truss must be installed as shown with top chord up. AE-AD 0 0 W-V 0 0 Sheathing is required for any longitudinal(drag) The overall height of this truss excluding overhang is AD-AC 0 0 V-U 0 0 forces.All connections to be designed by the building 1 0 AC-AB 0 0 U-T 0 0 designer. AB-AA 0 0 T-S 0 0 Fasten rated sheathing to one face of this frame. AA-Z 0 0 S-R 0 0 Z-Y 0 0 Plating Notes All plates are 1.5X3 except as noted. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins AH-AG 0 8 P-R 0 50 to laterally brace chords as follows: A-AG 0 -50 R-0 0 -8 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 18.75 Maximum Gable Forces Per Ply(lbs) BC 120 0.25 18.75 Apply purlins to any chords above or below fillers Gables Tens.Comp. Gables Tens. Comp. at 24"OC unless shown otherwise above. B-AF 0 -132 J-X 0 -122 Loading C-AE 0 -119 K-W 0 -122 D-AD 0 -122 L-V 0 -121 Bottom chord checked for 10.00 psf non-concurrent E-AC 0 -121 M-U 0 -122 live load. F-AB 0 -122 N-T 0 -119 G-AA 0 -122 O-S 0 -132 H-Y 0 -122 NOTES: Nor- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (TH 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer ig*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 -� APEX TrueHouse PMichaNoel 0839owskiFErNo 58544meson FE No.71457y Adam K PE No.7Russell 693 75322 Ply:1 SEQN:17433/T31/SY42 • Sherman Res. Qty: 1 FROM: DRW: FGE02 Wgt:54.6 lbs ... / ... 06/06/2018 12 H 1'4" H (TYP) A B C D E F G H I T - - - - - - - - J 3T8 "v 1 – -- – – _---"l – – – — 8'1"2 S / R/ /O / 3 1 9'11"8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 G 999 480 K. 98 /_ /- /- /- /119 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 G 999 360 K Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 I - - Bearing S is a rigid surface. Des Ld: 62.00 EXP:NA HORZ(TL):0.001 I - - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Maximum Top Chord Forces Per Ply(lbs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.075 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psi TPI Std: 2014 Max BC CSI: 0.016 A-B 0 0 E-F 0 0 Spacing:19.2" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.029 B-C 0 0 F-G 0 0 CBC Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 G-H 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 H-I 0 0 Wind Duration:NA WAVE VIEW Ver:18.01.00B.0430.21 Lumber End Vertical Attachment Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or S-R 0 0 O-N 0 0 Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire R-Q 0 0 N-M 0 0 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each Q-P 0 0 M-L 0 0 Lumber value set"13B"uses design values narrow face. P-0 0 0 L-K 0 0 approved 1/30/2013 by ALSC Additional Notes Maximum Web Forces Per Ply(lbs) Bracing Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. Sheathing is required for any longitudinal(drag) The overall height of this truss excludingoverhangis forces.All connections to be designed by the building 9 A-S 0 -32 K-J 0 -7 designer. 1-4-0I-K 0 -26 Fasten rated sheathing to one face of this frame. Maximum Gable Forces Per Ply(lbs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 1.5X3 except as noted. B-R 0 -116 F-N 0 -121 Purlins C-Q 0 -123 G-M 0 -125 In lieu of structural panels or rigid ceiling use purlins D-P 0 -121 H-L 0 105 to laterally brace chords as follows: E-0 0 -122 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.71 BC 116 0.00 9.71 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (ril'H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer I#V\ Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use Michael 0 Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 75322 Ply:1 SEQN:17430/T5/HIP_ Sherman Res. Qty:4 FROM: DRW: HJ01 Wgt:40.6 lbs ... / ... 06/06/2018 5'7" -I 9'9"5 HH 5'7" 4'2"5 2.12 o D T T O 20'4"5 =3X40 co b _� PP 0 3X4(A1T) B N CDN -,- t•I a1'z A _ t, I O 18'7" E F 1I 4X4(") -2'9"15 I- 9'6"13 18 I 9'6"13 9'9"5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.040 C 999 240 G 510 /255 /- /- /- /4.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.086 C 999 180 E 247 /81 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 F - - D 210 /166 /- /- /- /1.5 Des Ld: 32.00 EXP:D - HORZ(TL):0.012 F - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:19.54 ft Code I Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.581 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std:2014 Max BC CSI: 0.968 D Min Brg Width Req= - g MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI:0.381 Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0323.07 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 29 17 C-D 37 37 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is B-C 517 -792 Top chord 2x4 SP#1 2-0-13. Maximum Bot Chord Forces Per Pty(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-F 767 -495 F-E 0 0 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(lbs) (")1 plate(s)require special positioning.Refer to Webs Tens.Comp. scaled plate plot details for special positioning C-F 510 -791 requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.83 9.77 BC 94 0.15 9.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Hipjack supports 6-10-15 setback jacks with no webs. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads and reactions based on MW FRS. NOTES: IC 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (11'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 urraTru eHo u se PE No.Michael 6083g Kozlowski effrey P PB No. 8544son Derek BpE No.7145 y Adam K PE No.7 69311 APEX 75322 Ply:1 SEAN:17463/T16/HIP_ Sherman Res. Qty: 1 FROM: DRW: HJO1A Wgt:35.0 lbs ... / ... 06/06/2018 4'10"5 9'9"5 FH 4'10"5 I 411" 2.12 0 T 20'4"5 1113X40 T M 3X4(A1T) B �� HB4'9"4 m N N 4,,2 A_ 1 i 118,7„ (f 'F E 1113X4 1 4'10"5 -2,9"15 -I- 4'10"5 I 4'11" H 4'10"5 9'9"5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.019 F 999 240 G 370 /158 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.041 F 999 180 F 373 /196 /- /- /- /4.9 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 F - - E 45 /- /20 /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.007 F - - D 223 /168 /- /- /- /1.5 NCBCLL:0.00 Mean Height:19.54 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.306 G Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.205 F Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.120 E Min Brg Width Req= - C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: D Min Brg Width Req= Bearings G&F are a rigid surface. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0323.07 Maximum Top Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) A-B 29 -17 C-D 39 -41 Top chord 2x4 SP M-31 B-C 43 -29 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. B-F 14 -25 F-E 0 0 Plating Notes Plate positions consider a 0.50 inch truss perimeter Maximum Web Forces Per Ply(lbs) edge distance. Webs Tens.Comp. Purlins C-F 263 -342 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.83 9.77 BC 75 0.15 9.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Hipjack supports 6-10-15 setback jacks with no webs. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads and reactions based on MW FRS. Additional Notes The overall height of this truss excluding overhang is 2-0-13. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (1.1'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 11*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 75322 Ply:1 SEAN:17443/T26/HIP_ Sherman Res. Qty: 1 FROM: DRW: HJO2 Wgt:12.6 lbs ... / ... 06/06/2018 2.12 0 C 3X4(A1 T) B co ;� 19 '1"13 42 - o �� gni 18,7„ A _ E = D NI 2'9"15 + 2'11"4 2'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA E 356 /334 /213 /- /62 /4.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 29 /24 /51 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 D - - C 61 /32 /26 /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.003 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:18.94 ft Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.949 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.324 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI:0.000 Bearing E is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft FT/RT:30(0)!10(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0323.07 Lumber Additional Notes A-B 29 0 B-C 11 14 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#1 0-10-5. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.83 2.94 BC 34 0.15 2.94 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (II"T'H) 2.Apex Technology is a fictitious name owned by Jaz Apex Technology Inc.,Florida Corporation. Florida Engineer fi*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse MichaePE No.60839 Kozlowski 60 39Jeffrey 58544�n PE Derek PE No.Murray7457Adam l<PE No.Russell 1 693 75322 Ply:1 SEQN:17414/T18/JACK • Sherman Res. Ory: 10 FROM: DRW: J01 Wgt:8.4 lbs ... / ... 06/06/2018 12 3 L C 3X4(**) B ' N t gni 18'11"10 CO „ 18'7" A .. \I E � D i 1'4" H 2' + 1 torr H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA E 278 /242 /175 /- /46 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 16 /35 /48 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 22 /41 /57 /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:18.84 ft Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.622 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.085 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing E is a rigid surface. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0323.07 Lumber Additional Notes A-B 28 0 B-C 37 -15 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Plylbs Top chord 2x4 SP#2 0-8-2. (lbs) Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. Chords Tens.Comp. Lumber value set"136"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes ("`)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 1.33 BC 14 0.15 1.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: f (TH 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. i� 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Michael 39 PE No 5 Kozlowski Jeffrey PE No. Murray1457PE No.77769311 75322 Ply:1 SEQN:17415/T6/JACK Sherman Res. Qty: 10 FROM: DRW: J02 Wgt:12.6 lbs ... / ... 06/06/2018 12 3 19'4"10 3X4(**) B 42 MM � � (1) 18,7 A rr E 3' 2' + 3' H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA E 266 /198 /152 /- /64 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 31 /9 /25 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D - - C 65 /35 /18 /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.002 D - - Wind reactions based on MW FRS NCBCLL:10.00 Mean Height:19.05 ft Code/Mist Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.358 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.095 C Min Brg Width Req= - Spacing:24.0" MW FRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing E is a rigid surface. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0323.07 Lumber Additional Notes A-B 28 0 B-C 16 24 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 1-1-2. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 3.00 BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MW FRS with additional C&C member design. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (j11t) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse MichaeG PE No.l 60839 Kozlowski Jeffrey No.58544 on PE No.MurrayDerek B7457Adam K Russe PE No.77769311 APEX 75322 Ply:1 SEQN:17416/T4/JACK Sherman Res. Qty:8 FROM: DRW: J03 Wgt:18.2 lbs ... / ... 06/06/2018 3 C � T 19'10"10 N O 3X4(**) B 4!'2A XI 18'7n E 5' 2' 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA E 311 /205 /164 /- /85 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 63 /- /25 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 D - - C 114 /79 /34 /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL): 0.010 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:19.30 ft Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.385 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.179 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI:0.000 Bearing E is a rigid surface.Spacing:24.0" C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Camp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0323.07 Lumber Additional Notes A-B 28 0 B-C 28 46 Value Set:138(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 1-7-2. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. �\ (1114'H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer %�- Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 " 75322 Ply:1 SEON:17457/T22/JACK Sherman Res. Qty: 1 FROM: DRW: JO3A Wgt:19.6 lbs ... / ... 06/06/2018 I- 3'5"12 I 5' _I 3'5"12 1'6'4 3 D III3X4C : IT 3X4(.. g : HB 1'4"8 M N o o IN A _� A__. I icsi 18'7" /III �F E III 3X4 r 3'5"12 i 3'5'121'6"4 I--2 I 3,5„12 I 5' "I '- Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.005 F 999 240 B 269 /196 /153 /- /85 /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.011 F 999 180 F 224 /74 /81 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 F - - E 5 /10 /11 /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.002 F - - D 30 /20 /10 /- /- /1.5 NCBCLL:10.00 Mean Height:19.30 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.359 B Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.085 F Min Brg Width Req= 1.5 - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.062 E Min Brg Width Req= D Min Brg Width Req= - C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Bearings B&F are a rigid surface. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0323.07 Maximum Top Chord Forces Per Ply(lbs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Shim all supports to solid bearing. A-B 28 0 C-D 7 -17 Top chord 2x4 SP#2 The overall height of this truss excluding overhang is B-C 19 -62 Bot chord 2x4 SP#2 1-7-2. Webs 2x4 SP#3 TopChord overhang(s)maybe field trimmed. 9( ) Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-F 4 -2 F-E 0 0 Plating Notes (")1 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. requirements. Plate positions consider a 0.50 inch truss perimeter C-F 195 -163 edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 5.00 BC 59 0.13 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MW FRS with additional C&C member design. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (TH) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 75322 Ply:1 SEQN:17454/T20/JACK Sherman Res. Qty: 1 FROM: DRW: JO3B Wgt:15.4 lbs ... / ... • 06/06/2018 3 12 Lr B 19'10"10 3X4(**)A ► X / 18.7., D C �- 5' 5' 5'1"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA D 161 /78 /64 /- /62 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 69 /7 /28 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 C - - B 117 /89 /37 /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.011 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:19.55 ft Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.296 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.213 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 A-B 28 -49 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0323.07 Chords Tens.Comp. Lumber Additional Notes A-C 0 0 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 1-7-2. Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (Pr'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo u se Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 75322 Ply:1 SEAN:17417/T8/EJAC Sherman Res. Qty: 11 FROM: DRW: J04 Wgt:25.2 lbs ... / ... 06/06/2018 C 3 `�2 V 20'4"10 T N O 3X4(**) BI N iv 1-421)-18'7" E D 2' I 7' -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA E 367 /223 /184 /- /108 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 92 /0 /36 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 D - - C 163 /121 /50 /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.027 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:19.55 ft Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.612 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.415 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing E is a rigid surface. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0323.07 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 28 0 B-C 40 -61 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 2-1-2. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins • In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MW FRS with additional C&C member design. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Tru eHo u se Michael S Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77693 75322 Ply:1 SEQN:17460/T24/EJAC • Sherman Res. Qty: 1 FROM: DRW: JO4A Wgt:26.6 lbs ... / ... 06/06/2018 3,5"12 I 7 I 3'5"12 3'6"4 ID 12 3 L__.-- T T20'4"10 I-- 1113X4 CI O N O . ` 3X4(")B se HB 3'4"8 -in `" io I1I187 „ II 'F E 113 4 3'5"12 1 3'5"12 3'6"4 2' I 3'S"12 F' 7' H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.005 F 999 240 B 266 /185 /148 /- /107 /3.0 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.012 F 999 180 F 274 /108 /104 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 F - - E 40 /- /15 /- I- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.002 F - - D 78 /52 /23 /- /- /1.5 NCBCLL:10.00 Mean Height:19.55 ft Code I Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.386 B Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.110 F Min Brg Width Req= 1.5 MWFRS Parallel Dist:h/2 to h RepFactors Used:Yes Max Web CSI:0.083 E Min Brg Width Req= - Spacing:24.0" D Min Brg Width Req= - C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Bearings B&F are a rigid surface. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.18.01.00.0323.07 Maximum Top Chord Forces Per Ply(lbs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is A-B 28 0 C-D 19 -35 Top chord 2x4 SP#2 2-1-2. B-C 24 -99 Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. B-F 7 -5 F-E 0 0 Plating Notes (")1 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. requirements. Plate positions consider a 0.50 inch truss perimeter C-F 222 -217 edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 7.00 BC 75 0.13 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: N- 61-} 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. TH 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 75322 Ply:1 SEAN:17470/T9/MONO Sherman Res. Qty: 1 FROM: DRW: J05 Wgt:35.0 lbs ... / ... 06/06/2018 12 3 1113X4(** B - 1 N 3X4(A1)A I■ miligimummimmiimaffim �( 18'7" p 1114X5*) 7' 7' 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL):NA D 561 /306 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 825 /412 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.024 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.037 C - - D Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:19.80 ft Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.634 Bearing D is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.543 Spacing:24.0' MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.182 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 58 -87 Wind Duration:1.60 WAVE VIEW Ver.18.01.00.0323.07 Lumber Hangers/Ties Maximum Bot Chord Forces Per Ply(lbs) Value Set 13B(Effective 6/1/2013) (J)Hanger Support Required,by others Chords Tens.Comp. Top chord 2x4 SP#2 A-C 56 -31 Bot chord 2x6 SP SS Dense Loading Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values live load. Webs Tens.Comp. approved 1/30/2013 by ALSC Wind B-C 112 -157 Special Loads Wind loads and reactions based on MWFRS. --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Right end vertical not exposed to wind pressure. TC:From 54 plf at 0.00 to 54 plf at 7.00 BC:From 5 plf at 0.00 to 5 plf at 7.00 Additional Notes BC: 161 Ib Conc.Load at 1.82 The overall height of this truss excluding overhang is BC: 262 Ib Conc.Load at 3.73 2-1-2 BC: 547 lb Conc.Load at 5.73 Plating Notes (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 82 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: f' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (911'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 11*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use PL Noel 0839 owski Jeffrey PE No.58544son PE No.Murray7457PE No.7 69311 75322 Ply:1 SEAN:17440/T19/HIPS • Sherman Res. Qty: 1 FROM: DRW: T01 Wgt:148.4 lbs ... / ... 06/06/2018 I^'I2♦ '-I 4'10"9 7' 16" 11'6" 14'6" 1T6" 19' 717 26' I 4,10"9 I 2'1"7 I I 3' I 3' I 3' I 1'6" I I 4'10"9 I 3 p =H0510("")=3X4 =3X4 T2 m3X4=H0510(") D E F G_3X4 H I T �3X4C i� = -i `- - Orr J 3X4 T `" 4X5(,. �I' \-I -_ `I� 4X5r) o N m4X5(.. �_ ...-_ \��-_-�: _ Km4X5(-) in 1 7_2 A i 1.� L a (187" Q P O N M 1 =4X8 m3X4 Le H1010(**) m3X4 =4X8 1 26' A I-2' I 6'10"4 I 3'1"12 I 3' I 3' I 3'1"12 I 6'10"4 I 2'-I 6'10"4 10' 13' 16' 19'1"12 26' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.433 0 712 308 R 1734 /949 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.963 0 441 308 S 1734 /949 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.076 M - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.122 M - - R Min Brg Width Req= 1.8 NCBCLL:0.00 Mean Height:19.55 ft Code/Misc Criteria Creep Factor:2.0 S Min Brg Width Req= 1.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.506 Bearings R&S are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.960 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.421 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)11 0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 28 -20 G-H 3505 -6621 Wind Duration:1.60 WAVE,HS VIEW Ver:18.01.00.0323.07 B-C 3001 -5604 H-I 2843 -5378 Lumber C-D 2969-5616 I-J 2969 -5616 Value Set:13B(Effective 6/1/2013) D-E 2843-5378 J-K 3001 -5604 E-F 3505-6621 K-L 28 -20 Top chord 2x4 SP M-31:T2 2x6 SP SS Dense: F-G 3695-6976 Bot chord 2x6 SP SS Dense Webs 2x4 SP#3 Lumber value set"138"uses design values Maximum Bot Chord Forces Per Ply(lbs) approved 1/30/2013 by ALSC Chords Tens.Comp, Chords Tens. Comp. B-Q 5408 -2890 O-N 6959 -3720 Plating Notes Q-P 6156-3284 N-M 6156 -3284 (**)7 plate(s)require special positioning.Refer to P-O 6959-3720 M-K 5408 -2890 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Plate positions consider a 0.50 inch truss perimeter Webs Tens.Comp. Webs Tens. Comp. edge distance. C-Q 75 0 O-G 38 0 Purlins Q-D 1105 -556 G-N 319 -500 In lieu of structural panels or rigid ceiling use purlins Q-E 624-1098 N-H 688 -325 to laterally brace chords as follows: E-P 688 -325 H-M 624 -1098 Chord Spacing(in oc) Start(ft) End(ft) P-F 319 -500 I-M 1105 -556 TC 24 -2.00 28.00 F-O 38 0 M-J 75 0 BC 51 0.15 25.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 2-1-2. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (11'0 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer figt/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo u se PE No.60839 008Koozlowski Jeffrey No.58544son PE No.71457y APE No.Russell 75322 Ply:1 SEQN:17427/T1/HIPS Sherman Res. Qty: 1 FROM: DRW: T02 Wgt:100.8 I bs ... / ... 06/06/2018 9' 17' 26' 9' 8' 9' 3 v =4X10 $4X8(") C T2 D .TT N C A N =4X4(")B E 4X4(") el 1 �Z An 1-43.1-43.-18rl ,a G F E 5X5(") --,5X5(-) 1 26' 1 2, 9'1.12 7'6"12 9'3"8 9'1"12 16'8"8 26' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.208 F 999 308 H 960 /483 /392 /- /61 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.459 F 926 308 E 838 /360 /332 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.055 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.089 F - - H Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:19.80 ft Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.912 Bearings H 8 E are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.996 Spacing:24.0• MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.492 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 28 0 C-D 1409 -2248 Wind Duration:1.60 WAVE VIEW Ver.18.01.00.0323.07 B-C 1408 -2355 D-E 1411 -2352 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#1 :T2 2x4 SP#2: 2-7-2. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. B-G 2238 -1299 F-E 2236 -1295 Webs 2x4 SP#3 G-F 2245 -1297 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. (")5 plate(s)require special positioning.Refer to C-G 247 0 F-D 250 -9 scaled plate plot details for special positioning C-F 418 -399 requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 26.00 BC 71 0.15 25.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psi non-concurrent live load. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use PE Michael 39 owski PE No.5A8544scn PE No.71457y APE No.7 693 75322 Ply:1 SEAN:17425/T3/HIPS - Sherman Res. Qty: 1 FROM: DRW: T03 Wgt:114.8 lbs ... ! ... 06/06/2018 53" 96" I 166" I 209" I 26 II 5'3" 4I '3" 7' 4'3" 5'3" 12 m 4 10 w 4 E("") 3 p T = ) - T o C �3X4F_3X4 N (V N 4X4(..)g _ G-4X4(..) ih ams A I _4187" J : 1 H 1 =5X5("") ra5X7("") 1 26' A I 2 9'6" 6'10"4 97"12 9'6" 16'4"4 � 26' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.236 H 999 308 J 960 /479 /389 /- /63 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.524 H 812 308 G 838 /359 /332 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.060 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.096 H - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:19.86 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.721 Bearings J&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.999 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.278 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 28 0 D-E 1321 -2115 Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0323.07 B-C 1535-2560 E-F 1331 -2189 Lumber Additional Notes C-D 1339-2197 F-G 1555 -2559 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 2-8-10. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-I 2455-1442 H-G 2454 -1459 Lumber value set"13B"uses design values I-H 2112-1212 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. ("')5 plate(s)require special positioning.Refer to scaled plate plot details for special positioning C-I 240 -428 H-E 281 -43 requirements. D-I 273 -19 H-F 281 -401 Plate positions consider a 0.50 inch truss perimeter D-H 301 -288 edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 26.00 BC 69 0.15 25.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MW FRS with additional C&C member design. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (Trli) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer ift/\ Business No.7547.4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224.904.821.5200 APEX Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 75322 Ply:1 SEQN:17447/T27/SPEC Sherman Res. Qty: 1 FROM: DRW: T04 Wgt:133.0 lbs ... / ... 06/06/2018 22 6'4"12 11'6" 14'6" 19'0"4 23'10" g4'111" 2'2" 6'4"12 5'1"4 �- 3' I 4'6"4 I 4.9'12 11' I =4X4("") 3 12 D=4X8 E v I T =3X4C F,-----3X4T 5X5("")G 4X4("")in 50 B ! I=_4X5("") T 1 4X4(") - :Pro•ia .n A _ Es - ` J 1 _0187" P. 0 N M L CI K n 1113X4 E3X4 =5X7("") =3X4 =3X4 • -- 27' 1 1-2 I 6'3" I 5'3" I 2'10"4 I 4'11"8 I 7'8"4 I 2, 6'3- 11'6" 14'4"4 19'3"12 27' 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.295 M 999 320 p 999 /580 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.656 M 673 320 I 1075 /627 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.068 K - - Wind reactions based on MW FRS Des Ld: 32.00 EXP:D HORZ(TL):0.110 K - - P Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:20.11 ft Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.667 Bearings P&I are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.989 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.459 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 28 -21 F-G 1612 -2952 Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0323.07 B-C 1453-2694 G-H 1640 -3194 Lumber Loading ' C-D 1146-2074 H-I 1397 -2749 Value Set:13B(Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent E-E 1 -2080 I-J 28 21 Top chord 2x4 SP#2 live load. E-F 11149 49-2080 Bot chord 2x4 SP#2:62 2x4 SP#1: Webs 2x4 SP#3 Wind Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values Wind loads and reactions based on MWFRS. Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-O 2580-1381 M-L 2810 -1538 Additional Notes O-N 2577 -1385 L-K 3820 -2031 Special Loads The overall height of this truss excluding overhang is N-M 1977 -1085 K-I 2640 -1333 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) 3-2-10. TC:From 54 plf at -2.00 to 54 plf at 29.00 Top Chord overhang(s)may be field trimmed. Maximum Web Forces Per Ply(lbs) BC:From 4 plf at -2.00 to 4 plf at 0.00 Webs Tens.Comp. Webs Tens. Comp. BC:From 10 plf at 0.00 to 10 plf at 27.00 BC:From 4 plf at 27.00 to 4 plf at 29.00 O-C 154 0 M-F 480 -882 TC: 61 lb Conc.Load at 24.88 C-N 315 -631 F-L 254 -53 BC: 29 lb Conc.Load at 24.88 D-N 255 85 L-G 489 -986 Plating Notes D-M 35 -15 G-K 605 -991 M-E 316 -132 K-H 860 -474 ("")6 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 29.00 BC 49 0.15 26.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (1.1.11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer J"/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tr u eHo u s e PE No.Michael 08391owski PE No.58544son o588544son PE No.Murray7457PE No.77769311 75322 Ply:1 SEQN:17423/T11/COMN - Sherman Res. Qty: 1 FROM: DRW: T05 Wgt:123.2 lbs , ... / ... 06/06/2018 7'1'12 I 13' I 176"12 I, 221'8 1231'8 27' I 7'1"12 5'10"4 4'6"12 4'6'12 1'I 3'10"8 3 12 D=4X4 v N 03X4C E=4X5 114X5 ( ) To F 4G o 1 �� u7,`i� _ TT v 4X4(..)8 ±'� H=4X5(..) II a_z A is __ I 1 I 0,67" L K J 1 113X4 E5X7(") =4X8 1 27' 1 2 7' 6' 9'3"4 4'8'12 I 7' I 13' I 22'3"4 I 27' 2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.288 E 999 320 M 992 /459 /377 1- /72 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.640 E 690 320 H 992 /471 /382 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.106 J - - M Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:20.30 ft Code I Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.601 Bearings M&H are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.980 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.591 Maximum Top Chord Forces Per Ply(lbs) CBC Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 28 0 E-F 1892 -3415 Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0323.07 B-C 1426-2623 F-G 1713 -3152 Lumber Additional Notes C-D 1096-1893 G-H 1497 -2743 D-E 1111 -1882 H-I 28 0 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 3-7-2. Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-L 2508-1274 K-J 2432 -1300 approved 1/30/2013 by ALSC L-K 2506-1277 J-H 2632 -1384 Plating Notes (")5 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning requirements. L-C 154 0 E-J 945 -454 Plate positions consider a 0.50 inch truss perimeter C-K 419 -788 F-J 668 -981 edge distance. D-K 620 -290 J-G 825 -503 K-E 483 -716 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 29.00 BC 70 0.15 26.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: Nr- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (TH) 2.Apex Technology is a fictitious name owned by Jan Apex Technology Inc.,Florida Corporation. Florida Engineer iii*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 75322 Ply:1 SEAN:17421/T2/COMN Sherman Res. Qty: 1 FROM: DRW: T06 Wgt:128.8 lbs ... / ... 06/06/2018 6' 11' 15' 20'1"81'1" 2T I 6' I- 5' I 4' I- 5'1"8 1, 5'10"8 -I =4X8 a l 3 12 4E ) E 4X5(..) =4X4(..) T ft3X4C 4111 , F G N G 7 ti "Wel =4X4(..)6 — _ billsH-4X4(..) iz (0 1 1s A .. _ I 11 I *18T L K J 1 =3X4 =5X7(") =3X4 1 27 1 11' 3'10"4 5'6"12 67" I`2' I 11' I 14'10"4 I 20'5" I 2T I 2'—I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl Litt Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.271 K 999 320 M 992 /467 /393 /- /64 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.601 K 735 320 H 992 /477 /395 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.067 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.107 J - - M Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:20.05 ft Code I Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.502 Bearings M&H are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.966 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.508 Maximum Top Chord Forces Per Ply(lbs) CBC Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 28 0 E-F 1364 -2144 Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0323.07 B-C 1622-2658 F-G 1736 -2778 Lumber Additional Notes C-D 1313-2123 G-H 1633 -2665 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is D-E 1359-2062 H-I 28 0 Top chord 2x4 SP#2 3-1-2. Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-L 2549-1466 K-J 2862 -1690 approved 1/30/2013 by ALSC L-K 2027-1110 J-H 2552 -1509 Plating Notes eb ) (")6 plate(s)require special positioning.Refer to Webs Maximum Tens.Comp.es Per Wbs Ply(Ib Tens. Comp. scaled plate plot details for special positioning requirements. C-L 372 -569 K-F 552 -845 Plate positions consider a 0.50 inch truss perimeter D-L 324 -41 F-J 427 -475 edge distance. D-K 241 -196 J-G 552 -381 K-E 270 -107 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 29.00 BC 66 0.15 26.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MW FRS with additional C&C member design. NOTES: It- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fiV\ APEX TrueHouse PE No.Michael 08391owski Jeffrey No.58544son o588544son PE No.71457y PE No.77769311 75322 Ply:1 SEAN:17419/T12/COMN Sherman Res. Qty: 1 FROM: DRW: T07 Wgt:120.4 lbs ... / ... 06/06/2018 1,9'1"8 9' 17' 18,1"1 '1 gr^127' 9' I 8' I1'1"ti I 7'10"8 3 12 ='H05C10("") �4XD("")114X5("") T T1 ,`E + 4X5(») T N O N O N IN =4X4(")B `'=4X4(..) N 2..,1 = A iJ i 187" L'' K J I =5X7("") =_5X7('") =3X4 1 27' 1 2, I 9'1"12 I T8"8 I 1'11"121 8'2" f 2' 9'1"12 16'10"4 1810" 27' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.257 J 999 320 L 992 /498 /406 /- /56 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.567 J 779 320 G 992 /483 /406 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.062 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.100 I - - L Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:19.80 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.869 Bearings L&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.963 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.460 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 28 0 E-F 1541 -2464 Wind Duration:1.60 WAVE,HS VIEW Ver:18.01.00.0323.07 B-C 1486 -2496 F-G 1540 -2554 Lumber Additional Notes C-D 1531 -2410 G-H 28 0 D-E 1529 -2435 Value Set:136(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2:T1 2x4 SP#1: 2-7-2. Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-K 2375-1328 J-I 2504 -1429 approved 1/30/2013 by ALSC K-J 2382-1325 I-G 2436 -1409 Plating Notes ("1 8 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning requirements. C-K 266 0 J-E 87 -243 Plate positions consider a 0.50 inch truss perimeter C-J 417 -373 E-I 171 -222 edge distance. J-D 290 -11 I-F 286 -110 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 29.00 BC 71 0.15 26.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: N- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 6111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 75322 Ply:1 SEAN:17488/T10/COMN Sherman Res. Qty: 1 FROM: DRW: T08 Wgt:149.8 lbs ... / ... 06/06/2018 1. 10' 21'6"9 6'8"4 + 8'6" 1'6"1 111'10"15 151"12 I 18'4"9 I 20''� 16'9 I 27'HI 6'8"4 1'9"12 1'10"151 3'2"13 3'2"13 17"7 5'5"7 12 3 i- Dm5X7("")116X8("") '<3X4 w4X4wH0510(") T ( . %3X4C �E F_3X4 G H I J 3X4 I T �' -/ -_ T4 4X5(".) "- N EN �4X8(A1T)B `,,, - - K=4X5(••) N 1 A - .l' L 1 r'_18'7- Q P O N M 1 m6X8 ' 3X4 mH1010(") m4X5 =4X8 1 27 1 I-2' I 8'4"4 I 1'11"4 I 3'2"13 I 3'2"13 I 3'4"9 I 6'10"4 I 2, 8'4"4 10'3"8 13'6"5 16'9"3 20'1"12 27' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeRICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph P1:NA Ce:NA VERT(LL): 0.425 G 753 320 R 1385 /778 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.965 G 461 320 S 1787 /999 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.071 M - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.116 M - - R Min Brg Width Req= 1.5 NCBCLL:0.00 Mean Height:19.74 ft Code/Misc Criteria Creep Factor:2.0 S Min Brg Width Req= 1.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.534 Bearings R&S are a rigid surface. Load Duration:1.25 BCDL:3.0 psi TPI Std: 2014 Max BC CSI: 0.999 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.656 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 28 -19 G-H 3910 -7102 Wind Duration:1.60 WAVE,HS VIEW Ver:18.01.00.0323.07 B-C 2330 -4192 H-I 3062 -5596 Lumber Wind C-D 22),-4073 I-J 3193 -5834 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. E-E 3127-550 E-F 3027-55011 J-K 3220 -5-19 K-L 28 -19 Top chord 2x6 SP SS Dense:T1 2x4 SP SS: Additional Notes F-G 3573-6499 :T4 2x4 SP M-31: Bot chord 2x6 SP SS Dense The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Plylbs Webs 2x4 SP#3 2-5-10. ( ) Lumber value set"136"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-Q 4034-2235 0-N 6895 -3813 Special Loads Q-P 5400-2971 N-M 6449 -3556 P-0 6085-3362 M-K 5621 -3101 (Lumber Dur.Fac.=1.25/Plate Dur.Fac=1.25) TC:From 54 pit at -2.00 to 54 plf at 29.00 Maximum Web Forces Per Ply(lbs) BC:From 4 p11 at -2.00 to 4 pli at 0.00 Webs Tens.Comp. Webs Tens. Comp. From 10 plf at 0.00 to 10 plf at 27.00 BC:From 4 plf at 27.00 to 4 plf at 29.00 C-Q 205 -99 O-G 342 -563 BC: 825 lb Conc.Load at 17.06 Q-D 1722 -926 G-N 550 -137 BC: 373 lb Conc.Load at 20.00 Q-E 1237 -2196 N-H 928 -503 Plating Notes E-P 573 -323 H-M 674 -1163 6 plate(s)require special positioning.Refer to P-F 476 -830 I-M 1151 -616 ("") P O q P scaled plate plot details for special positioning F-O 588 -299 M-J 183 19 requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 29.00 BC 51 0.15 26.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'1.1) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /fit\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 - APEX Tru eHo use Kozlowski Derek B Murray Adam K Russell PE Michael No.60839G Jeffrey P Arneson PE No.58544 PE No.71457 PE No.77693 75322 Ply:1 SEQN:17451/T14/COMN • Sherman Res. Qty: 1 FROM: DRW: T09 Wgt:61.6 lbs ... / ... 06/06/2018 8'6" 17' I I -I 8'6" 8'6" 12 3 ✓ MI C. 5X5(") ill MI 0 N =3X4(**)B D=3X4(..) iN __ .�:A i NO 1_418'7' F ' E =5X5(") 1 17' 1 8,6„ 8,6„ 2 I I I 8'6" 17' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.070 E 999 240 F 673 /333 /271 /- /59 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.175 E 999 200 D 547 /231 /217 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.032 E - - F Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:19.74 ft Code/Mist Criteria Creep Factor:2.0 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.824 Bearing F is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.989 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.105 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 28 0 C-D 762 -1316 Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0323.07 B-C 754 -1317 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 B-E 1237 -669 E-D 1237 -669 Webs 2x4 SP#3 Additional Notes Lumber value set"13B"uses design values The overall height of this truss excluding overhang is Maximum Web Forces Per PlyIbs approved 1/30/2013 by ALSC 2-5-10. Webs Tens.Comp. (lbs) Top Chord overhang(s)may be field trimmed. Plating Notes C-E 274 0 (")4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 17.00 BC 97 0.15 16.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I lies (J)Hanger Support Required,by others Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (1:14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer fiV\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo u se Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 • " 75322 Ply:1 SEAN:17467/T7/HIPS Sherman Res. Qty: 1 FROM: DRW: T10 Wgt:64.4 lbs / ... 06/06/2018 7' 10' 17' I7' I 3' I 7' I 12 -4X4(") =4X4(") .- D C 3 T T °N O N T =3X4(.")B E=3X4(„) n ‘1 I � A1/4 .__,�- 1. 118'7" t, 'F 5X7(") r 8'10"4 1- 8'1"12 j 2, 810 4 8'1"12 8'10"4 I 17' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.076 F 999 240 B 517 /300 /- /- /- /3,0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.181 F 830 180 F 1698 /882 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 F - - E 262 /137 /- /- /- /- Des Ld: 32.00 EXP:D HORZ(TL):0.038 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:19.55 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.869 F Min Brg Width Req= 2.0 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.948 E Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.181 Bearings B 8 F are a rigid surface. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0323.07 Lumber Purlins A-B 28 -20 C-D 181 -175 B-C 304 -532 D-E 119 -290 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP#2 to laterally brace chords as follows: Bot chord 2x4 SP#1 Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 TC 24 -2.00 17.00 Chords Tens.Comp. Chords Tens. Comp. BC 118 0.12 16.88 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers B-F 480 -263 F-E 240 -83 approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Special Loads Maximum Web Forces Per Ply(lbs) pe Hangers/Ties Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Recommended hanger connections are based on TC:From 54 plf at -2.00 to 54 plf at 7.00 manufacturer tested capacities and calculations. C-F 610 -805 F-D 479 -622 TC:From 27 plf at 7.00 to 27 plf at 10.00 Conditions may exist that require different TC:From 54 plf at 10.00 to 54 plf at 17.00 connections than indicated.Refer to manufacturer BC:From 4 plf at -2.00 to 4 plf at 0.00 publication for additional information. BC:From 10 plf at 0.00 to 10 plf at 7.01 Bearingat location x=16'9" uses the following From 5 plf at 7.01 to 5 plf at 9.99 fllg BC:From 10 plf at 9.99 to 10 plf at 17.00 support conditions:16'9" TC: 373 lb Conc.Load at 7.01 Bearing E (16'9",18'7")LUS26 TC: 163 lb Conc.Load at 8.50 Supporting Member:(1)2x6 SP SS Dense TC: 301 lb Conc.Load at 9.99 (4)0.148"x3"nails into supporting BC: 339 lb Conc.Load at 7.01 member, BC: 92 lb Conc.Load at 8.50 (3)0.148"x3"nails into supported BC: 85 lb Conc.Load at 9.99 member. Plating Notes Wind (")5 plate(s)require special positioning.Refer to Wind loads and reactions based on MWFRS. scaled plate plot details for special positioning Additional Notes requirements. Plate positions consider a 0.50 inch truss perimeter The overall height of this truss excluding overhang is edge distance. 2-1-2. Top Chord overhang(s)may be field trimmed. Loading Bottom chord checked for 10.00 psf non-concurrent live load. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /gt/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use PE No.l 60839 Kozlowski PE No.SA e4son PE No.Murray7457PE No.77769311