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350 OCEAN BLVD - TRUSSES • Providence Homes OFFICE COPY (-11r--) Site Information CELLAR RESIDENCE REVISION Structural Engineer of Record !� Derek B.Murray BP# �ESi!� �U3�7 `lililliPP' PE No.71457 DATE 3 / I / P 4745 Sutton Park Court,Suite 402 SIGNED Tru ego use Jacksonville,FL 32224 WIND LOADING(Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd = 1.00) MWFRS TCLL 20 psf TCLL 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 BCLL 0 psf Exposure D BCDL 5 psf BCDL 5 psf Occupancy Category II(Res) FBC 2017 RES\TPI 2014 This Package inlcudes 65 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 72128 B01 2/16/2018 29 72128 FGE05 2/16/2018 57 72128 T11A 2/16/2018 2 72128 F01 2/16/2018 30 72128 G E01 2/16/2018 58 72128 112 2/16/2018 3 72128 FO1A 2/16/2018 31 72128 GE02 2/16/2018 59 72128 11311 2/16/2018 4 72128 FO1G 2/16/2018 32 72128 GE03 2/16/2018 60 72128 T13M 2/16/2018 5 72128 F02 2/16/2018 33 72128 G E05 2/16/2018 61 72128 T16 2/16/2018 6 72128 FO2A 2/16/2018 34 72128 HJO5Z 2/16/2018 62 72128 T17 2/16/2018 7 72128 FO2AT 2/16/2018 35 72128 HJO7 2/16/2018 63 72128 118 2/16/2018 8 72128 FO2B 2/16/2018 36 72128 J01Z 2/16/2018 64 72128 ' 119 2/16/2018 9 72128 FO2T 2/16/2018 37 72128 JO2M 2/16/2018 65 72128 T20 2/16/2018 10 72128 F03 2/16/2018 38 72128 J03 2/16/2018 11 72128 F04 2/16/2018 39 72128 J03Z 2/16/2018 12 72128 F05 2/16/2018 40 72128 J05 2/16/2018 13 72128 F06 2/16/2018 41 72128 J05Z 2/16/2018 14 72128 F07 2/16/2018 42 72128 J07 2/16/2018 15 • 72128 FOIA 2/16/2018 43 72128 JO7M 2/16/2018 16 72128 FO8A 2/16/2018 44 72128 J08 2/16/2018 17 72128 F09 2/16/2018 45 72128 J09 2/16/2018 18 72128 FO9T 2/16/2018 46 72128 J10 2/16/2018 19 72128 F10 2/16/2018 47 72128 J11 2/16/2018 20 72128 F11 2/16/2018 48 . 72128 PB01 2/16/2018 21 72128 F12 2/16/2018 49 72128 104 2/16/2018 22 72128 F12T 2/16/2018 50 72128 105 2/16/2018 23 72128 F13 2/16/2018 51 72128 106 2/16/2018 24 72128 FG01 2/16/2018 52 72128 107 2/16/2018 25 72128 FG E01 2/16/2018 53 72128 108 2/16/2018 26 72128 FG E02 2/16/2018 54 72128 109 2/16/2018 27 72128 FG E03 2/16/2018 55 72128 T10 2/16/2018 28 72128 FGE04 2/16/2018 56 72128 T11 2/16/2018 •'•�CEfy ' IAA.. Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida `?• � S'••• A- .. Engineer Business No.7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821- 5200 • •\ No 7 •• AFIV\ 457 The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the. • \ •� APEX Truss Design Drawings listed above and attached.The suitability and use of each drawingfor any z 7V . parbcualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2 ; p: s * = •::ir .; With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with �!'1• � Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engineers �j° • O P`•••••44/$ M V1-°NALEN4 00 Job#72128 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 06'05"08 FG01 MONO 0.00/12 Pitch 2-Ply 1 1669.48 0.00 2 1669.48 0.00 2 06'10"08 GE01 GABL 4.00/12 Pitch 1 -Ply 1 315.50 133.00 2 250.11 124.00 1 30'03"00 GE02 GABL 8.00/12 Pitch 1 -Ply 1 299.17 149.00 2 1876.04 1587.00 1 30'03"00 GE03 GABL 8.00/12 Pitch 1 -Ply 1 301.87 31.00 2 1160.13 885.00 3 764.07 576.00 1 1911"00 GE05 GABL 8.00/12 Pitch 1 -Ply 1 312.81 105.00 2 1269.81 1144.00 2 06'11"06 HJO5Z HIP_JACK 4.24/12 Pitch 1 -Ply 1 220.42 304.00 2 125.32 116.00 3 33.32 0.00 2 09'09"05 HJO7 HIP_JACK 2.12/12 Pitch 1 -Ply 1 304.70 101.00 2 338.85 115.00 3 -19.33 0.00 2 01'00"00 J01Z JACK 6.00/12 Pitch 1 -Ply 1 280.88 222.00 2 15.00 0.00 3 483.19 135.00 6 01'06"00 JO2M MONO 8.00/12 Pitch 1 -Ply 1 99.17 20.00 2 34.45 30.00 4 03'00"00 J03 JACK 3.00/12 Pitch 1 -Ply 1 270.00 178.00 2 35.30 10.00 3 40.10 30.00 2 03'00"00 J03Z JACK 6.00/12 Pitch 1 -Ply 1 263.01 215.00 2 45.00 0.00 3 113.54 49.00 4 05'00"00 J05 JACK 3.00/12 Pitch 1 -Ply 1 314.20 180.00 2 62.40 0.00 3 99.87 67.00 14 05100"00 J05Z EJACK 6.00/12 Pitch 1 -Ply 1 311.95 262.00 2 75.00 0.00 3 114.07 40.00 4 07'00"00 J07 EJACK 3.00/12 Pitch 1 -Ply 1 370.20 192.00 2 91.93 0.00 3 153.12 101.00 9 06'10"08 JO7M MONO 4.00/12 Pitch 1 -Ply 1 368.71 143.00 2 196.90 102.00 1 02'06"00 J08 JACK 6.00/12 Pitch 1 -Ply 1 118.17 29.00 2 35.24 0.00 3 63.18 52.00 1 04'06"00 J09 JACK 6.00/12 Pitch 1 -Ply 1 182.25 44.00 2 64.17 0.00 3 114.23 89.00 1 02'00"00 J10 JACK 6.00/12 Pitch 1 -Ply 1 251.06 202.00 2 30.00 0.00 3 258.27 71.00 1 04'00"00 J11 JACK 6.00/12 Pitch 1 -Ply 1 285.39 236.00 2 60.00 0.00 Page 1 of 4 Job#72128 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 3 86.39 36.00 8 03'02"06 PB01 SPEC 8.00/12 Pitch 1 -Ply 1 17.02 22.00 2 132.36 107.00 3 16.98 22.00 1 34'07"00 T04 HIPS 6.00/12 Pitch 1 -Ply 1 2324.27 785.00 2 2324.27 785.00 1 34'07"00 T05 HIPS 6.00/12 Pitch 1 -Ply 1 1257.99 538.00 2 1257.99 538.00 1 34'07"00 TO6 HIPS 6.00/12 Pitch 1 -Ply 1 1351.10 534.00 2 1351.55 534.00 1 34'07"00 T07 HIPS 6.00/12 Pitch 1-Ply 1 1420.93 531.00 2 1421.72 531.00 1 34'07"00 T08 HIPS 6.00/12 Pitch 1 -Ply 1 1325.61 527.00 2 1343.71 527.00 1 34'07"00 T09 HIPS 6.00/12 Pitch 1 -Ply 1 1344.45 375.00 2 1344.87 375.00 1 36'01"00 T10 HIPS 6.00/12 Pitch 1 -Ply 1 1304.76 358.00 2 1382.55 376.00 1 36'01"00 T11 SPEC 6.00/12 Pitch 1-Ply 1 1292.88 361.00 2 1394.44 386.00 1 34'07"00 T11A COMN 6.00/12 Pitch 1 -Ply 1 1218.07 347.00 2 1348.49 382.00 1 34'07"00 T12 COMN 6.00/12 Pitch 3-Ply 1 11681.19 6829.00 2 11642.41 6914.00 10 30'03"00 T13H SPEC 8.00/12 Pitch 1 -Ply 1 1231.35 720.00 2 1246.80 724.00 7 30'03"00 T13M SPEC 8.00/12 Pitch 1 -Ply 1 1369.50 786.00 2 1251.15 698.00 1 19'11"00 T16 COMN 8.00/12 Pitch 3-Ply 1 6213.45 3771.00 2 7331.45 4424.00 1 1911"00 117 COMN 8.00/12 Pitch 1 -Ply 1 665.47 448.00 2 665.47 448.00 2 09'10"08 T18 HIPM 3.00/12 Pitch 1 -Ply 1 636.51 283.00 2 858.87 326.00 2 0910"08 119 HIPM 3.00/12 Pitch 1 -Ply 1 456.94 216.00 2 302.47 115.00 8 09'10"08 T20 MONO 3.00/12 Pitch 1 -Ply 1 456.78 215.00 2 299.02 145.00 WOODFLOOR QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 13 20'10"00 F01 SY42 0.00/12 Pitch 1 -Ply 1 861.98 0.00 2 868.74 0.00 3 22'04"00 FO1A SY42 0.00/12 Pitch 1 -Ply 1 1139.28 0.00 2 835.94 0.00 1 2010"00 FO1G SY42 0.00/12 Pitch 1 -Ply 1 1180.99 0.00 2 1132.26 0.00 3 24'11"00 F02 SY42 0.00/12 Pitch 1 -Ply 1 1055.10 0.00 2 1021.68 0.00 3 24'11"00 FO2A SY42 0.00/12 Pitch 1 -Ply 1 957.37 0.00 Page 2 of 4 Job#72128 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 1128.76 0.00 2 24'11"00 F02AT SY42 0.00/12 Pitch 1 -Ply 1 1426.79 0.00 2 1355.09 0.00 1 24'11"00 F02B SY42 0.00/12 Pitch 1 -Ply 1 1196.09 0.00 2 1084.69 0.00 1 24'11"00 F02T SY42 0.00/12 Pitch 1 -Ply 1 1548.03 0.00 2 1226.75 0.00 1 03'07"00 F03 SY42 0.00/12 Pitch 1 -Ply 1 992.63 0.00 2 600.53 0.00 1 10'09"07 F04 SY42 0.00/12 Pitch 1 -Ply 1 445.92 0.00 2 445.92 0.00 1 24'06"07 F05 SY42 0.00/12 Pitch 1 -Ply 1 1003.88 0.00 2 1015.12 0.00 1 19'09"08 F06 SY42 0.00/12 Pitch 1 -Ply 1 808.55 0.00 2 808.55 0.00 1 26'08"00 F07 SY42 0.00/12 Pitch 1 -Ply 1 786.89 0.00 2 1213.82 0.00 3 254.79 0.00 1 28'02"00 F07A SY42 0.00/12 Pitch 1 -Ply 1 1291.18 0.00 2 1181.88 0.00 3 255.92 0.00 5 21'03"08 F08A SY42 0.00/12 Pitch 1 -Ply 1 1140.18 0.00 2 1402.04 0.00 10 19'09"08 F09 SY42 0.00/12 Pitch 1 -Ply 1 795.36 0.00 2 1426.85 0.00 1 19'09"08 F09T SY42 0.00/12 Pitch 1 -Ply 1 857.97 0.00 2 1500.74 0.00 2 19'09"08 F10 SY42 0.00/12 Pitch 1 -Ply 1 551.38 0.00 2 880.57 0.00 3 220.20 0.00 2 19'11"00 F11 SY42 0.00/12 Pitch 1 -Ply 1 552.44 0.00 2 881.10 0.00 3 228.62 0.00 14 15'00"08 F12 SY42 0.00/12 Pitch 1 -Ply 1 614.60 0.00 2 617.40 0.00 2 15'00"08 F12T SY42 0.00/12 Pitch 1 -Ply 1 641.14 0.00 2 644.86 0.00 1 15'03"00 F13 SY42 0.00/12 Pitch 1 -Ply 1 620.83 0.00 2 620.83 0.00 1 20'09"08 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 45.28 0.00 2 1654.50 0.00 1 24'11"00 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 55.28 0.00 2 1985.49 0.00 1 04'08"15 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 560.09 0.00 1 15'03"00 FGE04 SY42GABL 0.00/12 Pitch 1 -Ply 1 1182.41 0.00 2 59.26 0.00 1 13'05"00 FGE05 SY42GABL 0.00/12 Pitch 1 -Ply 1 55.39 0.00 2 1034.72 0.00 Page 3 of 4 Job#72128 BEARING INFORMATION Total of Trusses 182 Maximun Height 11'11"11 Page 4 of 4 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 MEMBERS OR PLATE WITHOUT PRIOR APPROVAL OF A PROFESSIONAL ENGINEER. FOR TRUSS REPAIR DRAWINGS, EMAIL REPAIR REQUEST TO CUSTOMERSERVICE@TRUEHOUSE.COM. EMAIL SHOULD CONTAIN LOT NUMBER, SUBDIVISION, TRUSS NUMBER, SPECIFIC SCOPE OF REPAIR, AND CONTRACTOR CONTACT INFO. 4 x 5 3n8 SYMBOL INDICATES REQUIRED LATERAL BRACING. PERMANENT SYMBOL AND TEXT INDICATES 4 x 5 4 x 5 LATERAL BRACING IS THE INDICATES LOCATION WHERE REQUIRED SIZE AND LOACTION OF RESPONSIBILITY OF THE BUILDING BEARINGS(SUPPORTS)OCCUR. TRUSS PLATE. PLATE TEETH MUSTDESIGNER. ALL BEARINGS ARE CONSIDERED BE FULLY EMBEDDED INTO -` TO BE NO 2 SYP(UNO). LUMBER AND PLATES MAY NOT BE CUT OR ALTERED. - " 3 x 8 / 2 x4 4 x 5 li%1411 GENERAL NOTES AND DETAILS 8-11-15 \A no DIMINSIONS ARE SHOWN IN FEET-INCHES-SIXTEENTHS. 61) APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T�rueHouse JACKSONVILLE,FL 32224-904.821.5200 11-%I' GX 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 GABLE TRUSS WEB 2x6 NO 2 SYP "L" BRACE 2x6 NO 2 SYP "T" BRACE FASTENED TO GABLE WEB EN FASTENED TO GABLE WEB _1i W/.131" x 22" AT 6" O.C. Y W/.131" x 22" AT 6" O.C. 1, SECTION A-A SECTION A-A OPTION 1 OPTION 1 (9' 8" - 12' 0") (9' 8" - 12' 0") 2x4 NO 2 SYP "L" BRACE GABLE TRUSS WEB 2x4 NO 2 SYP "T" BRACE GABLE TRUSS WEB FASTENED TO GABLE WEB FASTENED TO GABLE WEB W/.131" x 22" AT 6" O.C. Raj W/.131" x 22" AT 6" O.C. M_1A �1 SECTION B-B SECTION B-B OPTION 2 OPTION 2 a_ (3' 8" - 9' 7") (3' 8" - 9' 7") 1- Zr, Ii 1 * VERTICAL WEBS 3' 8" OR � LESS DO NOT REQUIRE CONNECTION BETWEEN BOTTOM CHORD OF GABLE BRACES GABLE END TRUSS AND WALL, AS WELL AS THE DESIGN AND SPECIFICATION OF PERMANENT 1 A A BRACING OF THE ROOF SYSTEM IS THE - 1 B 1 : .. RESPONSIBILITY OF THE BUILDING DESIGNER. 1 1 1 1 1 t Ill GABLE END BRACING DETAIL bk (.0 114 ilf*/\no CONTINUOUS BEARING UNLESS NOTED OTHERWISE 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 T�ueHouse JACKSONVILLE,FL 32224-904 821 5200 I-11- GX 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).131" x 3" TOE-NAILS @ TOP & BOTTOM CHORD CONNECTION. (NAILS THROUGH t BACK SIDE OF GIRDER INTO END GRAIN OF JACK TRUSS ARE NOT ALLOWED) JACK JACK (3).131" x 3" TOE-NAILS @ TOP & BOTTOM CHORD CONNECTION FOR CORNER JACK. SOME CORNER JACKS MAY REQUIRE z SIMPSON LS30 IN LIEU OF TOE-NAILS. a JACK REFER TO SHOP DRAWINGS. I- z w 2 r\ U w_ JACK Q J d d O p - (2).131" x 3" TOE-NAILS @ TOP & BOTTOM a w \`� JACK CHORD CONNECTION. _ CC O_ Y Y U 0 Q Q 5 g "HJ" GIRDER VARIES/ / TYPICAL HIP SET NAILING DETAIL r TH 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 Tr.ueHo use JACKSONVILLE,FL 32224-904.821.5200 am‘r- X 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 1 iii Hi IN Y t9 X N N X X COMMON TRUSSES - @ 24" O.C. A 0 z W J MAX 12"OVERHANG UNLESS < DESIGNED BY OTHERS _ CO < p VALLEY SET e0 0 l� '� 24" O.C. O U \ 1 :'. (:N)) / -LL \ N m \ I 1 I , ` 1 I CC • COMMON TRUSSES 44-101= @ 24" O.C. _________)/---6 COMMON I KUSSES (a 2' 0.u. PARTIAL TRUSS LAYOUT 4. 2x4 NO 2 SYP NAILER ROOF SHEATHING OR PURLINS. FASTEN VALLEY ASTENED TO EACH COMMON IF DECKING IS NOT INSTALLED BELOW TRUSS TO NAILER TRUSS W/(2).131"x 2 ' VALLEY TRUSSES, PULINS MUST BE W/.131"x 2z" INSTALLED FOR TOP CHORD BRACING. @ 6" O.C. SEE INDIVIDUAL TRUSS PROFILE FOR PURLIN AND SPACING. 1,1-IAFIELD BEVEL VALLEY Apr- OQ�'NRpO TRUSS BOTTOM CHORD •N Ss1 FASTEN VALLEY TRUSS PI CH TCH COMMON TRUSS • f TO EACH COMMON TRUSS W/(2).131"x 21' VALLEY TRUSS FRAMING DETAIL ROOF SHEATHING 1' p , OQ GNO • S(2) T ..,,, H if*/\A no ........ APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 1'�ueHouse JACKSONVILLE,FL 32224-904.821.5200 1-%1' X 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. Ni 'IGGYBACK TRUSS 6"x 8"x z"PLYWOOD(oris'OSB)GUSSET APPLIED TO EACH FACE SPACED 48"O.C. i 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. fl 1 94 m kin T i iii 'P1' �% 44 •• PIGGYBACK TRUSS 0 Q 'L-4 i ATTACH PURLIN TO TOP CHORD OF BASE TRUSS EACH BASE TRUSS WITH(2).131"x 2z" R (o OPTION 1 MAXIMUM PURLIN SPACING 24"O.C. TO 'v�'2p4 REFER TO INDIVIDUAL BASE TRUSS DESIGN (/�Fq NO FOR ACTUAL TOP CHORD PURLIN SPACING. , CFwj 0 F 1 0 1:3S1-PSC � O 1.11\ 0 \_ ' WO BASE TRUSS ATTACH PIGGY BACK TO EACH PURLIN FOR PIGGY BACK TRUSSES WITH SPANS LESS THAN 12'SCAB WITH(2).131"x 2i' MAY BE OMMITED PROVIDED THAT THE ROOF SHEATHING IS PIGGYBACK TRUSS CONNECTION DETAIL ATTACH PURLIN TO TOP CHORD OF * CONTINUOUS OVER JOINT(SHEATHING TO OVERLAP A MINIMUM EACH BASE TRUSS WITH(2).131"x 22" OF 12"OVER JOINT). OPTION 2 (r0 if*I\A no ....... APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T�rueHouse JACKSONVILLE,FL 32224-904.821.5200 ImitIr GX 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 2�.4 2x4 NO 2 SYP BLOCKING BETWEEN CAPS q'/// JP�O2S FASTENED W/(2).131"x 22"AT EACH END ';� N/M(4k pp,7scq 07 61,4 t4i�`�V,P . C�AON ?„ /FO Kass (1)PURLIN AT MIDSPAN OF BASE TRUSS ACH TRUSS TOP CHORD WITH (2).131"x 24" /\ /\ CONVENTIONAL FRAMED PIGGYBACK DETAIL r TI..T fit/\A no APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 1 .ueHouse JACKSONVILLE,FL 32224-904.821.5200 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. REQUIRED FASTENERS ROOF TRUSS HANGER SUPPORTING GIRDER GIRDER BOTTOM CHORD REACTION UPLIFT GIRDER TRUSS ONE PLY TRUSSES LUS26 1 PLY 2x6 746 v 746 (4) 0.148"x 1-1/2" (4)0.148" x 3" HTU26 1 PLY 2x6 1823 691 v (20) 0.148" x 1-1/2" (14) 0.148"x 1-1/2" HTU26 2 PLY 2x6 2604 987 (20) 0.148" x 3" (14)0.148" x 1-1/2" HTU28 2 PLY 2x8 3167 945 (26)0.148"x 3" (14)0.148" x 1-1/2" TWO PLY TRUSSES HTU26-2 2 PLY 2x6 2940 1273 (20) 0.148" x 3" (14) 0.148" x 3" HGUS26-2 2 PLY 2x6 4393 1810 (20) 0.148" x 3" (8)0.148" x 3" HGUS28-2 2 PLY 2x8 6266 2717 (36) 0.148"x 3" (12)0.148"x 3" THREE PLY TRUSSES HGUS26-3 2 PLY 2x6 4393 1810 (20)0. ___L ./14;84/11/7"....7.x 3" (8)0.148" x 3" HGUS28-3 2 PLY 2x6 6266 2717 (36)0.148" x 3" (12) 0.148"x 3" em I� 1,11111111111111INN �� !1.!- - 114 exai� r.%14 ff .''� � ' / $11104 %iii fr 4f Y V LUS 1-PLY CONNECTION HTU 2-PLY CONNECTION 1/2" MAX GAP HTU 1-PLY CONNECTION 1/2" MAX GAP ROOF TRUSS CONNECTOR SPECIFICATIONS r TI..I ) fro 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 T�ueHo use JACKSONVILLE,FL 32224-904.821.5200 .1"" X 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. < < _ 1 N- N ■I. N , -RI 1110TE 2 r I r ii OTE 2 OTE 2 OTE 1 , 111 NOTE 1 N ■En N MN -I - ' -I 11-37 111 [ 1i" r L3--1 1-4 1742-PLY 3-1/2" WIDE BEAM 3-PLY 5-1/4" WIDE BEAM 4-PLY 7" WIDE BEAM 2-PLY 7" WIDE BEAM ASSEMBLY ASSEMBLY ASSEMBLY ASSEMBLY FASTENER TYPE 0.131"x 3"NAIL FASTENER TYPE 0.131"x 3"NAIL FASTENER TYPE 0.25"x 6"SDS FASTENER TYPE 0.25"x 6"SDS SCREW SCREW NUMBER OF ROWS 3 ROWS NUMBER OF ROWS 2 ROWS NUMBER OF ROWS 2 ROWS NUMBER OF ROWS 2 ROWS REQUIRED FASTENER SIDES ONE SIDE REQUIRED FASTENER SIDES TWO SIDES REQUIRED FASTENER SIDES TWO SIDES REQUIRED FASTENER SIDES TWO SIDES FASTENER ON CENTER FASTENER ON CENTER FASTENER ON CENTER FASTENER ON CENTER SPACING PER SIDE 6"O.C. SPACING PER SIDE 6"O.C. SPACING PER SIDE 12"O.C. SPACING PER SIDE 12"O.C. MINIMUM BEAM DEPTH 11-7/8" MINIMUM BEAM DEPTH 11-7/8" MINIMUM BEAM DEPTH 11-7/8" MINIMUM BEAM DEPTH 11-7/8" BEAM NOTES 1. IF 3 ROWS OF FASTENERS ARE REQUIRED,PLACE MIDDLE ROW SPACING OF FASTENERS AT THE CENTER OF THE BEAM DEPTH. 2. IF FASTENERS ARE REQUIRED ON BOTH SIDES,STAGGER ROWS SUCH THAT FASTENERS FALL HALF WAY BETWEEN FASTENER I I I I I I SPACING ON THE FIRST SIDE.REFER TO FIGURE 1. 3. STRUCTURAL ENGINEERING BEAM PLY FASTENER SCHEDULE TAKES PRECEDENCE OVER THIS SPECIFICATION. 4. BEAMS WITH LARGE POINT LOADS REQUIRE ADDITIONAL FASTENERS.SEE STRUCTURAL ENGINEERING FOR MORE INFORMATION. z OF SPACING FIGURE 1 TOP VIEW OF BEAM REQUIRED SPACING IF FASTENERS ARE REQUIRED ON EACH FACE OF BEAM BEAM PLY TO PLY FASTENER SPECIFICATIONS (11r0 APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T�rueHo use JACKSONVILLE,FL 32224-904.821.5200 Pg\r" X 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)10d TOP NAILS // PER STRAP --riz-- (2)10TOP NAILS "ER S STRAP 1 I \ \ \ \ 1 / (1)10d FACE NAIL (1)10d FACE NAIL /-PER STRAP -ER STRAP V N \ NN \ A (3)10d STRAIGHT \ (3)10d STRAIGHT \ AILS PER SIDE AILS PER SIDE I \ , I / lir 4 / 1 f THA422 / 7.11THA422 \ --- -DEPTH AND PLIES VARY FLOOR TRUSS TO BEAM FLOOR TRUSS TO ROOF GIRDER '%/ (2)10d TOP NAILS / lir PER STRA' L (1)10d FACE NAIL ER STRAP \ (3)10d STRAIGHT 41 i AILS PER SIDE THA422 Al . THA422 CONNECTOR DETAIL r FLOOR TRUSS TO FLOOR TRUSS TH AW\A no, 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 T�.ueHouse JACKSONVILLE,FL 32224-904.821.5200 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. 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. i =_Nts\ V \ / / N X -/. \ ,/— — If ATTACH TO VERTICAL ATTACH TO VERTICAL ATTACH 2x4 VERTICAL TO FACE WEB WITH (3)12. WEB WITH (3)12. •F TRUSS. FASTEN TO TOP COMMON WIRE NAILS. COMMON WIRE NAILS. AND BOTTOM CHORD WITH (2)12d COMMON IN EACH CHORD. ;\ X / \ / v \ / 44\ _ f M. R R \\\\\ \\\\\ \\ \ LOCKING s s s .ss s .s \ TRUSSES TYPICAL SPLICE 48" 2x6 AS REQUIRED `-BEARING WALL 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 FLOOR TRUSS STRONG BACKS A 4'-0"LONG SCAB CENTERED OVER THE SPLICE AND JOIN WITH (12)12d NAILS EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH (12)12d COMMON WIRE NAILS (4)STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH Aif*/\A no, VERTICAL) 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 I"\l— G X 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 ueHo use • TECHNOLOGY. 72128 Ply:2 SEQN:32216/T23/FLOO Cellar Residence Qty: 1 FROM: DRW: B01 Wgt:0.0 lbs ... / ... 02/16/2018 T 10,1"2 A LI V777B j 2411" j Loading Criteria(psr) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A 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: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.356 10.19 746 36a 5572 /- I- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.577 10.19 618 26(1. 3667 /- /- /- /- /33.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 - - B /8589 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - - A Min Brg Width Req= 2.9 NCBCLL:0.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= - Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.000 Bearings A&B Fcperp=565psi. Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI:0.000 Maximum Axial Forces Per Ply(lbs) C&C Dist a:NA ft Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA A-B 0 0 A-B 0 0 Wind Duration:NA VIEW Ver:17.02.02.1208.20 Lumber Floor Joist Header:1.750"x20.0"2.0E Microllam LVL 2.0E Microllam LVL design properties based on ICC ES ESR-1387. Nailnote Nail Schedule:0.131"x3",min.nails Member : Rows @_. "o.c.(Each Row) Use equal spacing between rows and stagger nails in each row to avoid splitting. """Warning:Fastening of plies required*** Special Loads -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac=1.00) PLT:From 26 plf at 0.00 to 26 pif at 13.46 PLT:From 8 plf at 13.46 to 8 ph at 24.92 PLB: 869 lb Conc.Load at 1.48,2.81,4.15,5.48 6.81,8.15,9.48,10.81,12.15,13.48,14.81,16.15 21.48 PLB: 836 lb Conc.Load at 17.48,18.81,20.15 PLB:1132 lb Conc.Load at 22.48 PLB: 446 lb Conc.Load at 23.81 Additional Notes Deflection meets U360 live and L/265 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is 1-8-0. 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. (111'11) /� 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 use PE Michael G83g Kozlowski Jeffrey E No.58544on De No. 71 57 PE No.Ii80e49Rowland • 72128 Ply:1 SEQN:32213/T57/SY42 Cellar Residence Qty: 13 FROM: DRW: F01 Wgt:110.6 lbs ... / ... 02/16/2018 I 10'6" I 12'11"8 I 20'10" I 10'6" 75"8 7'10"8 I--2'6"-"I g (TYP) 1 1 E-2'6"12--I-2'6"12-I-.-2'6"12-I I-2'6"12-I-2'6'12--I W=3X4 1111.5X3 =4X5 1111.5X3 3X3 1111.5X3 m3X3[11) 1111.5X3 =3X8 1111.5X3 A B C D E F G H 1 J T e R.' _ T2 io 1I-tr 010'1.2 1% P 0 N M L K =3X8 =3X8 W=H0310 =3X3 1111.5X3 =3X8 =4X4 A 20'10" j Loading Criteria(est) 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 Ioc Udefl L!# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.303 E 814 360 Q 862 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.753 E 484 247 K 869 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.044 B - - 0 Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.077 B - - K Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.2.0 Bearing Q Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.667 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.675 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.502 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 -2149 I:NA GCpi:NA Plate Type(s): B-C 0-2139 G-H 0 -2149 Wind Duration:NA WAVE,HS VIEW Ver.17.02.02.1208.20 C-D 0-2139 H-I 0 -2149 Lumber End Vertical Attachment D-E 0-2777 I-J 0 0 Top chord 4x2 SP SS:T2 4x2 SP#2: Attach notched end vertical(s)to next end vertical E-F 0-2781 Bot chord 4x2 SP SS using(3)qty.10d box or(0.128"x3"min)gun nails,or Webs 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Maximum Bot Chord Forces Per Ply(lbs) staples,through wide face;or(3)qty.16-Gauge,1" Chords Tens.Comp. Chords Tens. Comp. Special Loads Crown(minimum),1-1/2"length wire staples on each -(Lumber Dur.Fac.=1.00 narrow face. Q-P 1236 0 N-M 2781 01.00/Plate Dur.Fac.=1.00) P-O 2662 0 M-L 2778 0 TC:From 76 plf at 0.12 to 76 plf at 20.83 Additional From 7 plf at 0.00 to 7 pH at 20.83 Notes O-N 2662 0 L-K 1284 0 TC: 18 lb Conc.Load at 20.83 +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging Maximum Web Forces Per Ply(lbs) Plate Shift Table recommendations. Webs Tens.Comp. Webs Tens. Comp. JT Plate Chord JT Plate Chord Truss must be installed as shown with top chord up. R-Q 0 -8 N-E 0 -161 No Size Shift Bite No Size Shift Bite The overall height of this truss excluding overhang is A-Q 0 -79 M-F 146 -22 [11] 3X3 1.25 L 1.25 1-8-0. Q-B 0-1453 F-L 0 -859 Purlins B-P 1053 0 H-L 34 -198 In lieu of structural panels or rigid ceiling use purlins C-P 0 -175 L-I 1010 0 to laterally brace chords as follows: P-D 0 -610 I-K 0 -1489 Chord Spacing(in oc) Start(ft) End(ft) D-N 402 -95 J-K 0 -99 TC 24 0.25 20.83 BC 120 0.25 20.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Deflection Max JT VERT DEFL:LL:0.30"DL:0.49".See detail DEFLCAMB1014 for camber recommendations. 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. (11.-14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer %f*/\ 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 72128 Ply:1 SEQN:32192/T53/SY42 Cellar Residence Qty: 3 FROM: DRW: F01A Wgt:121.8 lbs ... / ... 02/16/2018 12'0"814'5"8 22'4" f' 12,0"8 I 2'5" I T10"8 H 1'5"--II--2'6"--I 2'6"12--{--2'6"12----I 2'6"12--{ I--2'6"12-I-2'6"12--I (TYP) =3X3 =3X8 =3X3 =3X3[13]W=3X4 =3X8 A B C D E F G H I J K T T s T2 - 9.4 }� 1 T_ 1 / \.. f19 t10'12 S 'R Q P 0 N M L T =3X4 --3X4[4] =3X8 W=H0310 =3X3 =3X8 =4X4 F-1'6" * 20'10" -i F' 22'4" H Loading Criteria(psf) 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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.267 F 923 360 R 1139 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.737 F 512 246 L 836 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.038 A - - R Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.071 A - - L Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:2.0 Bearing R Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.571 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.770 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.515 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -14 F-G 0 -2694 I:NA GCpi:NA Plate Type(s): B-C 196 0 G-H 0 -2102 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.20 C-D 0 -2000 H-I 0 -2102 Lumber End Vertical Attachment D-E 0 -2000 I-J 0 -2102 Top chord 4x2 SP SS:T2 4x2 SP#2: Attach notched end vertical(s)to next end vertical E-F 0-2689 J-K 0 0 Bot chord 4x2 SP#1 :B2 4x2 SP SS: using(3)qty.10d box or(0.128"x3"min)gun nails,or Webs 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Maximum Bot Chord Forces Per Ply(lbs) staples,through wide face;or(3)qty.16-Gauge,1" Chords Tens.Comp. Chords Tens. Comp. Special Loads Crown(minimum),1-1/2"length wire staples on each narrow face. S-R 0 -173 O-N 2694 0 (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) R-Q 1080 0 N-M 2691 0 TC:From 76 plf at 0.12 to 76 plf at 22.33 Additional Notes Q-P 2543 0 M-L 1259 0 BC:From 7 plf at 0.00 to 7 plf at 22.33 P-O 2543 0 TC: 135 lb Conc.Load at 0.12 +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging Plating Notes recommendations. Maximum Web Forces Per Ply(lbs) All plates are 1.5X3 except as noted. Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table The overall height of this truss excluding overhang is S-A 0 -122 E-0 447 -58 1-8-0. S-B 256 0 O-F 0 -173 JT Plate Chord JT Plate Chord T-S 0 -55 N-G 134 34 No Size Shift Bite No Size Shift Bite [4] 3X4 1.25 L 1.25 [13] 3X3 1.25 L 1.25 B-R 0 -356 G-M 0 811 R-C 0 -1433 I-M 27 -204 Purlins C-Q 1082 0 M-J 984 0 In lieu of structural panels or rigid ceiling use purlins D-Q 0 -183 J-L 0 -1460 to laterally brace chords as follows: Q E 0 -641 K-L 0 81 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 22.33 BC 120 0.00 22.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others 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. (IT'FI) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 1q*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use Michael B Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 • 72128 Ply:1 SEQN:32207/T60/SY42 Cellar Residence Qty: 1 FROM: DRW: FO1G Wgt:147.0 lbs ... / ... 02/16/2018 10'4"8 F111'10" I 20'10" 10'4"8 1'5 8 9' 2'6"--II 1 3„1I (TYP) III5X7(R) 1113X4(R) =5X5 1113X4[23] III3X4[1] =5X5 1114X5(R) W=3X4 1114X5 1114X5(R) W=3X4 1115X7(R) A B C D E F G H I J K L M T she y 11 T1 io • -Ft P- ../-\ / \.../\ . \ /-\ / \ AN\E-t ,_ I = 1,10'1"2 -'X W V U T S R Q P O N =4X5w4X5[4] w4X4[6] 1113X4[8][8] =3X3 1111.5X3=3X4[16] =4X5[21) W=H0310(I) r 20'10" 1 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.309 G 799 360 X 1181 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.649 G 515 247 N 1132 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.052 N - - X Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.080 N - - N Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearing X Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.913 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.903 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.609 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -11 G-H 0 -4783 I:NA GCpi:NA Plate Type(s): B-C 0 -1782 H-I 0 -4216 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.20 C-D 0 -3227 I-J 0 -3161 Lumber Hangers/Ties D-E 0 -4359 J-K 0 -3161 E-F 0 -4359 K-L 0 -1797 Top chord 4x2 SP#1 :T1 4x2 SP SS: (J)Hanger Support Required,by others F-G 0 -4777 L-M 0 0 :T2 4x2 SP#2: Bot chord 4x2 SP SS Deflection Webs 4x2 SP#3Max JT VERT DEFL:LL:0.31"DL:0.34".See detail Maximum Bot Chord Forces Per Ply(lbs) DEFLCAMB1014 for camber recommendations. Chords Tens.Comp. Chords Tens. Comp. Special Loads (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) End Vertical Attachment X-W 956 0 S-R 4783 0 TC:From 76 plf at 0.12 to 76 plf at 20.83 W-V 2591 0 R-0 4774 0 BC: 7 plf at 0.00 to 7 plf at 20.83 Attach notched end vertical(s)to next end vertical V-U 3861 0 Q-P 3729 0 BC:From60lb Conc.Loadtat 9.90to using(3)qty.10d box or(0.128"x3"min)gun nails,or U-T 4796 0 P-O 2571 0 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire T-S 4796 0 O-N 1010 0 Plating Notes staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each All plates are 4X4 except as noted. narrow face. Maximum Web Forces Per Ply(lbs) (I)-plates so marked were sized using 0% Webs Tens.Comp. Webs Tens. Comp. Fabrication Tolerance, 0 degrees Rotational Additional Notes Tolerance,and/or zero Positioning Tolerance. +2x6 continuous strongback.See detail Y-X 55 0 S-G 4 131 STRBRIBR1014 for bracing and bridging A-X 0 -106 R-H 218 0 Plate Shift Table recommendations. X-B 0 -1465 H-Q 0 -863 JT Plate Chord JT Plate Chord Truss must be installed as shown with top chord up. 8-W 1280 0 Q-I 755 0 No Size Shift Bite No Size Shift Bite W-C 0-1252 I-P 0 -881 [1] 3X4 0 2.50 [4] 4X5 2.75 L 1.25 The overall height of this truss excluding overhang is C-V 986 0 P-K 914 0 [6] 4X4 2.25 L 1.25 [8] 3X4 1.75 L 1.25 180. V-D 0 -982 K-O 0 -1198 [16] 3X4 2.75 R 1.25 [21] 4X5 2.75 R 1.25 D-U 772 0 O-L 1219 0 [23] 3X4 0 2.50 U-F 0 -676 L-N 0 -1484 F-S 39 -29 M-N 0 -36 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 0.25 20.83 BC 120 0.25 20.83 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. (1111'.14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Jg*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77693 72128 Ply:1 SEQN:32260/T3/SY42 Cellar Residence Qty: 3 FROM: DRW: F02 Wgt:140.0 lbs ... / ... 02/16/2018 11'7"8I 13'3"8 I 24'11" IH 11'7"8 1'8" 1178 P 2,6„---i PI (TYP) 1111.5X3 1111.5X3=4X4[3] =4X4 W=3X4 =4X4 E4X4[24] A B C D E F G H I J K L M co T sus AB •/•` / \ /�`/�`/�. `/`/n`-/ \ / `LN 10'1"2 1 -AA Z Y X W V U T S R Q P 0- -=-4X5 E4X4[4] 1113X4[6][6] W=H0310 1111.5X3 1113X4[21][21] E4X4[23] =4X5 111 1.5X3 j 24'11" A 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.331 U 885 360 AA 1055 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.714 U 560 293 0 1022 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.053 0 - - AA Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.084 0 - - 0 Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings AA&0 Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.391 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.645 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.500 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 -3850 I:NA GCpi:NA Plate Type(s): B-C 0-1469 H-I 0 -3850 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.15 C-D 0-2601 I-J 0 -3388 Lumber End Vertical Attachment D-E 0-3396 J-K 0 -2589 E-F 0-3853 K-L 0 -1453 Top chord 4x2 SP SS Attach notched end vertical(s)to next end vertical F-G 0-3991 L-M 1 0 Bot chord 4x2 SP SS using(3)qty.10d box or(0.128"x3"min)gun nails,or Webs 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(lbs) Special Loads Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp. -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) narrow face. TC:From 94 plf at 0.13 to 94 plf at 2.13 AA Z 809 0 U-T 3991 0 TC:From 76 plf at 2.13 to 76 plf at 24.79 Additional Notes Z-Y 2114 0 T-S 3990 0 BC:From 7 plf at 0.00 to 7 plf at 24.92 +2x6 continuous strongback.See detail Y-X 3074 0 S-R 3698 0 STRBRIBR1014 for bracing and bridging X-W 3704 0 R-Q 3064 0 Plating Notes recommendations. W-V 3990 0 Q-P 2100 0 All plates are 3X3 except as noted. Truss must be installed as shown with top chord up. V-U 3990 0 P-0 791 0 Plate Shift Table The overall height of this truss excluding overhang is 1-8-0. Maximum Web Forces Per Ply(lbs) JT Plate Chord JT Plate Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite [3] 4X4 1.75 L 1.25 [4] 4X4 2.25 L 1.25 AB-AA 0 6 T-G 173 153 [6] 3X4 1.75 L 1.25 [21] 3X4 1.75 R 1.25 A-AA 0 -42 G-S 83 -445 [23] 4X4 2.25 R 1.25 [24] 4X4 1.75 R 1.25 AA-B 0-1285 S-I 364 0 B-Z 1048 0 I-R 0 -493 Purlins Z-C 0 -1025 R-J 514 0 In lieu of structural panels or rigid ceiling use purlins C-Y 772 0 J-Q 0 -755 to laterally brace chords as follows: Y-D 0 -751 Q-K 775 0 Chord Spacing(in oc) Start(ft) End(ft) D-X 511 0 K-P 0 -1028 TC 24 0.25 24.67 X-E 0 -490 P-L 1051 0 BC 120 0.25 24.67 E-W 360 0 L-O 0 -1257 Apply purlins to any chords above or below fillers W-F 89 -440 M-O 0 -32 at 24"OC unless shown otherwise above. F-U 170 -156 O-N 0 -5 Deflection Max JT VERT DEFL:LL:0.33"DL:0.45".See detail DEFLCAMB1014 for camber recommendations. NOTES: H. 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. (111' 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 ■ LTO ■�e Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell �,(�,j-j �,( PE No.60839 PE No.58544 PE No.71457 PE No.77693 • 72128 Ply.1 SEAN:32263/T12/SY42 Cellar Residence Qty: 3 FROM: DRW: FO2A Wgt:135.8 lbs ... / ... 02/16/2018 10'6"I112'0"8 1 24'11" I 10'6" 1'6"8 12'10"8 I^2.6" 3 (TYP) I I I-2'6"12-I-2.6"12-4--2'6"12,{ I---2'6"12-i-I---76"12-}--76"12-}--76"12-I 2'3"12-I =3X4 3X8 .3X4 W=3X4 ===3X8 m 3X3 A B C D E F G H I J K L Oa TI 3 V- / ` - / -:if" 1+ . ` • / M 1 � - 010'1"2 =3X8 a 3X8151 =3X3[7] =3X3[10] m3X8[15] 3X8 1113X3 W=H0310 1 277" 1 74"-I I 24'11" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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): 0.312 E 849 360 U 957 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.692 F 534 265 0 1129 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.047 B - - U Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.075 0 - - 0 Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.2.0 Bearings U&0 Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.888 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.969 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.568 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 -3246 I:NA GCpi:NA Plate Type(s): B-C 0 -2344 H-I 0 -2319 Wind Duration:NA WAVE,HS VIEW Ver.17.02.02.1208.15 C-D 0 -2344 I-J 0 -2319 Lumber End Vertical Attachment D-E 0 -3246 J-K 124 0 Top chord 4x2 SP#2 Attach notched end vertical(s)to next end vertical F- 0 -3253 K-L 124 0 G Bot chord 4x2 SP#1:B2 4x2 SP#2: using(3)qty.10d box or(0.128"x3"min)gun nails,or F-G 0 -3246 Webs 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(lbs) Special Loads Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp. -(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) narrow face. TC:From 94 plf at 0.13 to 94 plf at 2.25 U-T 1352 0 Q-P 2956 0 TC:From 76 Oat 2.25 to 76 pff at 24.79 Additional Notes T-S 2971 0 P-O 1312 0 BC:From 7 plf at 0.00 to 7 plf at 24.92 +2x6 continuous strongback.See detail S-R 3253 0 O-N 0 -1 STRBRIBR1014 for bracing and bridging R-Q 2956 0 Plating Notes recommendations. All plates are 1.5X3 except as noted. Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(lbs) The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table 1-8-0. JT Plate Chord JT Plate Chord V-U 0 -9 R-H 567 0 No Size Shift Bite No Size Shift Bite A-U 0 99 H-P 0 755 [5] 3X8 3.50 L 1.25 [7] 3X3 1.25 R 1.25 U-B 0-1589 I-P 0 194 [10] 3X3 1.25 L 1.25 [15] 3X8 3.50 R 1.25 B-T 1157 0 P-J 1193 0 C-T 0 -181 J-O 0 -1553 Purlins T-D 0 -732 K-O 0 -227 In lieu of structural panels or rigid ceiling use purlins D-S 528 25 O-L 0 147 to laterally brace chords as follows: S-E 0 -197 L-N 9 0 Chord Spacing(in oc) Start(ft) End(ft) F-R 0 -208 M-N 2 0 TC 24 0.25 24.79 BC 120 0.25 24.92 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 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 72128 Ply:1 SEQN:32266/T48/SY42 • Cellar Residence Qty: 2 FROM: DRW: FO2AT Wgt:155.4 lbs ... / ... 02/16/2018 10'4"8 122" 24'11" II 10'4"8 I 1'9"8 I 12'9" P )-2'3"12-{ 126" �3H -H 1-I (TYP) W=3X4 5X5[3] =4X5 w3X3[7] =3X3 =4X4 =4X4 =4X4 =4X5[24] =3X3 ie ADA B C D E F G H I J K T2 L M NO T _ A (1)10'1"2 w4X5C =X5[4] =4X4[6] 24X4[9] 1113X4[11][11] 1114 5W()V 1114X5(R) =3X4 =X4 .4 5R[23] .4'Xa 4X6 1113X3 W=H0310 r 227" 1 2'4"--{ [- 2411" -{ Loading Criteria(psf) 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.417 F 635 360 AC 1427 /- /- /- /- /5.5 BOLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.751 F 456 265 0 1355 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.070 B - - AC Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.097 B - - 0 Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings AC&Q Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.668 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.923 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.729 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 H-I 0 -4127 I:NA GCpi:NA Plate Type(s): B-C 0 -2071 I-J 0 -4127 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.15 C-D 0 -3747 J-K 0 -2987 Lumber End Vertical Attachment D-E 0 -4785 K-L 0 -1650 Top chord 4x2 SP SS:T2 4x2 SP#1: Attach notched end vertical(s)to next end vertical F-F 0 -5060 L-M 127 0 Bot chord 4x2 SP SS:B2 4x2 SP#1: using(3) 0.128"x3"min F-G 0-5060 M-N 127 0 qty.10d box or( )gun nails,or G-H 0-5048 Webs 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Special Loads Crown(minimum),1-1/2"length wire staples on each Maximum Bot Chord Forces Per Ply(lbs) narrow face. Chords Tens.Comp. Chords Tens. Comp. Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC:From 94 plf at 0.13 to 94 plf at 2.71 Additional Notes AC-AB 1107 0 V-U 4614 0 TC:From 76 plf at 2.71 to 76 plf at 4.75 AB-AA 3018 0 U-T 3629 0 TC:From 201 plf at 4.75 to 201 plf at 10.25 +2x6 continuous strongback.See detail TC:From 76 plf at 10.25 to 76 plf at 24.79 STRBRIBR1014 for bracing and bridging AA-Y 4473 0 T-S 3629 0 BC:From 7 plf at 0.00 to 7 plf at 24.92 recommendations. Z-Y 0 0 S-R 2398 0 Truss must be installed as shown with top chord up. Y-X 5131 0 R-Q 887 0 Plating Notes X-W 5060 0 Q-P 0 -1 All plates are 1.5X3 except as noted. The overall height of this truss excluding overhang is W-V 4614 0 1-8-0. Plate Shift Table Maximum Web Forces Per Ply(lbs) JT Plate Chord JT Plate Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite [3] 5X5 2.25 L 1.25 [4] 5X5 2.75 L 1.25 AD-AC 0 -6 W-H 922 -84 [6] 4X4 2.50 L 1.25 [7] 3X3 1.75 L 1.25 A-AC 0 -46 H-U 0 -784 [9] 4X4 2.50 L 2.75 [11] 3X4 1.25 R 2.75 AC-B 0 -1759 U-J 778 0 [23] 4X5 2.75 R 1.25 [24] 4X5 2.25 R 1.25 B-AB 1530 0 J-S 0 -1024 AB-C 0 -1503 S-K 945 0 Purlins C-AA 1157 0 K-R 0 -1198 In lieu of structural panels or rigid ceiling use purlins AA-D 0 -1152 R-L 1222 0 to laterally brace chords as follows: D-Y 496 0 L-Q 0 -1415 Chord Spacing(in oc) Start(ft) End(ft) Y-E 0 -550 M-Q 0 -188 TC 24 0.25 24.79 E-X 459 -413 Q-N 0 -150 BC 120 0.25 24.92 Apply purlins to any chords above or below fillers X-F 146 -191 N-P 15 0 at 24"OC unless shown otherwise above. G-W 0 -382 O-P 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 7q*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru House Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 • 72128 Ply:1 SEQN:32269/T26/SY42 Cellar Residence Qty: 1 FROM: DRW: F02B Wgt:140.0 lbs ... / ... 02/16/2018 1178II 13'3"8 I 24'11" 117"8 1'8" 1178 �I I---(TYPE{ ISI 111.5X3 111.5X3m4X5[3] -4X4 W=3X4 m4X4 =4X4[24] ABA B C D E F G H 1 J K L MI 10. - r. ., N is zo. -to ./ \ / \•/ \ / /+' i. .4\ /\/\ 7 \.7 N AA Z Y X W V U T S R Q P or =4X5 =4X4[4] =4X4 W=H0310 81.5X3 -4X4 m4X4(23] =4X5 111.5X3 1 24'11" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefVCSI Criteria ♦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): 0.348 F 842 360 AA 1196 /_ /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.858 F 485 293 0 1085 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.055 B - - AA Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.096 B - - 0 Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings AA&0 Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.531 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.800 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.579 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 -4260 I:NA GCpi:NA Plate Type(s): B-C 0-1691 H-I 0 -4260 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.15 C-D 0-2996 I-J 0 -3693 Lumber End Vertical Attachment D-E 0-3893 J-K 0 -2793 Top chord 4x2 SP SS Attach notched end vertical(s)to next end vertical F-F 0-4480 K- -1555 M 1 Bot chord 4x2 SP SS using(3)qty.10d box or(0.128"x3"min)gun nails,or F-G 0-4480 L-M 1 0 Webs 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(lbs) Special Loads Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp. -(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) narrow face. TC:From 94 plf at 0.13 to 94 plf at 13.46 AA Z 0 U-T 4480 0 TC:From 76 plf at 13.46 to 76 plf at 24.79 Additional Notes Z-Y 2442 0 T-S 4478 0 BC:From 7 plf at 0.00 to 7 plf at 24.92 +2x6 continuous strongback.See detail Y-X 3537 0 S-R 4051 0 STRBRIBR1014 for bracing and bridging X-W 4237 0 R-Q 3320 0 Plating Notes recommendations. W-V 4482 0 Q-P 2253 0 All plates are 3X3 except as noted. Truss must be installed as shown with top chord up. V-U 4482 0 P-O 842 0 Plate Shift Table The-overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs) JT Plate Chord JT Plate Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite AB-AA 0 -6 T-G 225 -101 [3] 4X5 2.25 L 1.25 [4] 4X4 2.50 L 1.25 [23] 4X4 2.25 R 1.25 [24] 4X4 1.75 R 1.25 A-AA 0 -39 G-S 0 -568 AA-B 0-1470 S-I 455 0 Purlins B-Z 1216 0 I-R 0 -568 In lieu of structural panels or rigid ceiling use purlins Z-C 0-1193 R-J 593 0 to laterally brace chords as follows: C-Y 880 0 J-Q 0 -837 Chord Spacing(in oc) Start(ft) End(ft) Y-D 0 -859 Q-K 857 0 TC 24 0.25 24.67 D-X 564 0 K-P 0 -1108 BC 120 0.25 24.67 X-E 0 -546 P-L 1132 0 Apply purlins to any chords above or below fillers E-W 344 0 L-O 0 -1338 at 24"OC unless shown otherwise above. W-F 137 -391 M-O 0 -32 Deflection F-U 118 -209 O-N 0 -5 Max JT VERT DEFL:LL:0.35"DL:0.59".See detail DEFLCAMB1014 for camber recommendations. 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. (P1.11r) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /q*/\ 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 72128 Ply:1 SEAN:24911/T19/SY42 Cellar Residence Qty: 1 FROM: DRW: FO2T Wgt:168.0 lbs ... / ... 02/16/2018 11'7"813'3"8 24'11" I 11.7"8 I 1'8" I 117"8 I I I H-2'6"-.-II aI (TYP) W=3X4 1111.5X3=5X7 =4X5[5] =3X8 1114X5(R) 1114X5(R) =5X5 =4X4[26] =5X5 III1.5X3 AFA B C D E F G H I J K L M N 0 T =8 _ i -LP Y/ W i-- �- _ _/ �/ 10'1"2 1 lit AE AD AC AB AA Z Y X 1114X5 w V = �! T S R 0 T 4X5[2] =5X5[4] =4X5[6] =5X7 W=H0310 1114x154X5[19][19J 4X =4X4[25] 1114X5[27][27] =4X5 1 24'11" 1 Loading Criteria(psf) 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 Udef IA Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.467 G 626 360 AE 1548 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.828 G 452 293 0 1227 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.074 B - - AE Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.103 B - - Q Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings AE&Q Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.645 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.736 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.806 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 H-I 0 -5510 I:NA GCpi:NA Plate Type(s): B-C 0-2269 I-J 0 -5514 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.15 C-D 0-4132 J-K 0 0 Lumber Deflection D-E 0-5454 J-L 0 -4366 E-F 0-5464 L-M 0 -3257 Top chord 4x2 SP SS:T2 4x2 SP#1: Max JT VERT DEFL:LL:0.47"DL:0.40".See detail F-G 0 -6227 M-N 0 -1784 Bot chord 4x2 SP SS DEFLCAMB1014 for camber recommendations. G-H 0 -6117 N-O 1 0 Webs 4x2 SP#3 End Vertical Attachment Special Loads Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(lbs) (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) using(3)qty.10d box or(0.128"x3"min)gun nails,or Chords Tens.Comp. Chords Tens. Comp. TC:From 94 plf at 0.13 to 94 plf at 2.71 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire AE-AD 1203 0 X-W 6117 0 TC:From 76 plf at 2.71 to 76 plf at 4.75 staples,through wide face;or(3)qty.16-Gauge,1" AD-AC 3321 0 W-V 6106 0 TC:From 201 plf at 4.75 to 201 plf at 10.25 Crown(minimum),1-1/2"length wire staples on each TC:From 76 plf at 10.25 to 76 plf at 24.79 narrow face. AC-AA 4932 0 V-U 4934 0 BC:From 7 plf at 0.00 to 7 plf at 24.92 AB-AA 0 0 U-T 4933 0 Additional Notes AA-Z 6114 0 T-S 3887 0 Plating Notes +2x6 continuous strongback.See detail Z-Y 6125 0 S-R 2599 0 All plates are 4X4 except as noted. STRBRIBR1014 for bracing and bridging Y-X 6125 0 R-Q 956 0 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 1-8-0 [2] 4X5 2.75 L 1.25 [4] 5X5 3.00 L 1.25 AF-AE 0 -7 W-H 406 -147 [5] 4X5 2.00 L 1.25 [6] 4X5 3.00 L 1.25 A-AE 0 -48 H-V 0 -1067 [19] 4X5 2.25 R 2.75 [25] 4X4 2.25 R 1.25 AE-B 0 -1911 V-J 926 0 [26] 4X4 1.75 R 1.25 [27] 4X5 2.25 R 1.50 B-AD 1693 0 J-T 0 -900 AD-C 0-1670 T-L 760 0 Purlins C-AC 1289 0 L-S 0 -1002 In lieu of structural panels or rigid ceiling use purlins AC-D 0 -1269 S-M 1043 0 to laterally brace chords as follows: D-AA 829 0 M-R 0 -1295 Chord Spacing(in oc) Start(ft) End(ft) AA-F 0-1020 R-N 1313 0 TC 24 0.25 24.67 F-Z 462 -72 N-Q 0 -1520 BC 120 0.25 24.67 Apply purlins to any chords above or below fillers Z-G 477 -470 O-Q 0 32 at 24"OC unless shown otherwise above. G-X 184 -360 Q-P 0 -5 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. (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 TrueHouse PE No.Michael 60839 G Kozlowski 0391owski Jeffrey rNo. 8544son pE No.71457y APE No.7 69311 • 72128 Ply:1 SEAN.24884/T17/SY42 Cellar Residence Qty: 1 FROM: DRW: F03 Wgt:36.4 lbs ... / ... 02/16/2018 1,7"8I 2'7"8 I 3'7" 1'7'8 1' 11"8 1'3"---I F31 I--9"4-1 1114X5(R) 1113X4[1] 1113XA84(R) 1114X5 D 7- --- �. I/1 il I I� EA-,:,...1,3-:.-,, illik 10'1"2 EZ H 11115X3 1113X4(R )[6] E �. =3X4 1111.5X3 1 3'7" 1 Loading Criteria(psf) 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 Ioc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.024 B 999 360 H 993 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.051 B 999 240 E 601 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.019 B - - H Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.030 B - - E Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearing H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.492 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.260 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.421 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -19 C-13 0 -434 I:NA GCpi:NA Plate Type(s): B-C 0 -459 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 Lumber Hangers/Ties Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP SS Simpson Construction Hardware is specified based Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP SS on the most current information provided by Simpson H-G 466 0 F-E 0 0 Webs 4x2 SP#3 Strong-Tie.Please refer to the most recent Simpson G-F 459 0 Strong-Tie catalog for additional information. Special Loads Recommended hanger connections are based on -(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) manufacturer tested capacities and calculations. Maximum Web Forces Per Ply(lbs) TC:From 38 plf at 0.12 to 38 plf at 3.58 Conditions may exist that require different Webs Tens.Comp. Webs Tens. Comp. BC:From 3 plf at 0.00 to 3 plf at 3.58 connections than indicated.Refer to manufacturer I-H 80 -2 C-F 0 -597 TC:1004 lb Conc.Load at 1.06 publication for additional information. A-H 0 -481 F-D 885 0 TC: 446 lb Conc.Load at 2.40 Bearing at location x=3'4" ,y=10'1"2 uses the following H-B 0 -692 D-E 0 -662 Plate Shift Table support conditions:3'4" B-G 22 -162 Bearing E (3'4",10'1"2)THA422 JT Plate Chord JT Plate Chord Supporting Member:(1)4x2 SP SS No Size Shift Bite No Size Shift Bite (2)0.162"x3.5"nails into supporting [1] 3X4 0 2.50 [6] 3X4 1.25 L 1.25 member, (4)0.162"x3.5"nails in flange and Purlins (6)0.148"x3"nails into supported In lieu of structural panels or rigid ceiling use purlins member. to laterally brace chords as follows: Additional Notes Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 3.58 Truss must be installed as shown with top chord up. BC 40 0.25 3.58 The overall height of this truss excluding overhang is Apply purlins to any chords above or below fillers 1-8-0 at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. 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. (111'14) 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 Tru eHo u se PE No.80 39 owski PE No.58544 n PE No.71457)/ PE No.7 69311 72128 Ply:1 SEQN:24873/T2/SY42 . Cellar Residence Qty: 1 FROM: DRW: F04 Wgt:61.6 lbs ... / ... 02/16/2018 5'3" I 6'3" I 10'9"7 5'3" 1' 4'6"7 I-2'6" I 2'6"12-I I--- 1'10"3---I (TYP) III 1A5X3 . - C3 III 1 X3 III 105X3 =1X3 III 1.5X3 IN r 1 010'1"2 3X3 =3X3 mH X3 =33 j 10'9"7 1 Loading Criteria(psf) 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.047 C 999 360 J 446 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.107 C 999 240 G 446 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.008 B - - J Min Brg Width Req= - Des Ld: 62.00 EXP:NA HORZ(TL):0.015 B - - G Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:2.0 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.411 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.350 Chords Tens.Comp. Chords Tens. Comp. Spacing:16.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.199 A-B 0 0 D-E 0 -779 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: B-C 0 -780 E-F 0 0 I:NA GCpi:NA Plate Type(s): C-D 0 -784 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 J-I 599 0 H-G 597 0 Webs 4x2 SP#3 I-H 784 0 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) A-J 0 78 D-H 0 136 TC 24 0.00 10.79 BC 120 0.00 10.79 J-B 0 -694 H-E 288 0 Apply purlins to any chords above or below fillers B-I 257 0 E-G 0 -693 at 24"OC unless shown otherwise above. I-C 0 -100 F-G 0 -84 Hangers I Ties (J)Hanger Support Required,by others Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. 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. 611H) 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 No.160 39lowski PE No.58544Arneson o5854gson P6 No Murray7457PE No.Russell • 72128 Ply:1 SEQN:24874/T21/SY42 Cellar Residence Qty: 1 FROM: DRW: F05 Wgt:137.2 lbs ... / ... 02/16/2018 I 11'6" 12'10"151 24'6"7 I 11'6" 1'4 15 117"8 ---2'6"--1 r i (TYP) 1111.5X3 1111.5X3w4X4[2] =4X4 W=3X4 1113X4(R)[21] w4X4[23] A B C D E J K L M +\ F G H I //` _\ /\ \-\.7/-\ 7 \ / 10'1"2 AA Z Y X W V U T S R Q P 0" m3X4 =4X4[3] 1113X4(R)[5] W=H0310 1111.5X3 113X4(R)[20] m4X4[22] =4X5 1111.5X3 1 24'6"7 1 Loading Criteria(psf) 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.384 U 759 360 AA 1004 /_ /_ /_ /_ /_ BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.807 U 489 291 0 1015 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.063 B - - AA Min Brg Width Req= - Des Ld: 62.00 EXP:NA HORZ(TL): 0.098 B - - 0 Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearing 0 Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.629 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.916 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.496 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 G-H 0 -3807 I:NA GCpi:NA Plate Type(s): B-C 0-1507 H-I 0 -3807 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.15 C-D 0 -2615 I-J 0 -3356 Lumber End Vertical Attachment D-E 0 -3387 J-K 0 -2568 E-F 0 -3821 K-L 0 -1443 Top chord 4x2 SP#2 Attach notched end vertical(s)to next end vertical F-G 0-3943 L-M 1 0 Bot chord 4x2 SP#1 using(3)qty.10d box or(0.128"x3"min)gun nails,or Webs 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp. All plates are 3X3 except as noted. narrow face. AA-Z 859 0 U-T 3943 0 Plate Shift Table Additional Notes Z-Y 2141 0 T-S 3943 0 +2x6 continuous strop back.See detail Y-X 3077 0 5-R 3661 0 JT Plate Chord JT Plate Chord STRBRIBR1014 for bracingand bridging X-W 3684 0 R-Q 3038 0 No Size Shift Bite No Size Shift Bite 9 9 [2] 4X4 1.75 L 1.25 [3] 4X4 2.25 L 1.25 recommendations. W-V 3943 0 Q-P 2085 0 [5] 3X4 1.75 L 1.25 [20] 3X4 1.75 R 1.25 Truss must be installed as shown with top chord up. V-U 3943 0 P-O 786 0 [21] 3X4 S 1.50 [22] 4X4 2.25 R 1.25 The overall height of this truss excluding overhang is [23] 4X4 1.75 R 1.25 1-8-0. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins A-AA 0 32 G-S 84 425 to laterally brace chords as follows: AA-B 0-1290 S-I 348 0 Chord Spacing(in oc) Start(ft) End(ft) B-Z 1029 0 I-R 0 -484 TC 24 0.00 24.29 Z-C 0 -1006 R-J 506 0 BC 120 0.00 24.29 C-Y 753 0 J-Q 0 -746 Apply purlins to any chords above or below fillers Y-D 0 -733 Q-K 767 0 at 24"OC unless shown otherwise above. D-X 493 0 K-P 0 -1019 Hangers l Ties X-E 0 -472 P-L 1042 0 E-W 338 0 L-O 0 -1249 (J)Hanger Support Required,by others W-F 99 -410 M-O 0 -32 F-U 171 -164 O-N 0 -5 Deflection T-G 179 -156 Max JT VERT DEFL:LL:0.38"DL:0.48".See detail DEFLCAMB1014 for camber recommendations. 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. (Irk) 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 No.Michael 08381owski Jeffrey No 58544son P6 No.714579 PE No.Russell 69311 72128 Ply:1 SEQN:32234/T31/SY42 • Cellar Residence Qty: 1 FROM: DRW: F06 Wgt:107.8 lbs ... / ... 02/16/2018 10'6"F11'9"81 19'9"8 , „ I 1'3"88I 8' 'i 106 I I—--2 - -2 - - 1 - -- +' ��2'6"12—'.I 1 I '6" '6"122'6" 22'6"12 2'6"12 (TYP) III 1.5X3 III1.5X3 =4X5 1111.5X3 =3X3 1111.5X3 =3X3 W=3X4 =4X5 1111.5X3 A B C D E F GH I J T 3a SJ ...„„„..........„::- _ -_K Tp- 1 10'1"2 l'IR 0'1"2 R Q P O N M L 4 =3X8 =3X8 W=H0310 1111.5X3 =3X8 =3X8 3X3 r 19'9"8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TOLL: 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): 0.242 E 955 360 R 809 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.511 E 670 240 L 809 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 B - - R Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.060 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 Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.783 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.968 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.452 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 -1949 I:NA GCpi:NA Plate Type(s): B-C 0 -1962 G-H 0 -1949 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.20 C-D 0 -1962 H-I 0 -1949 Lumber D-E 0 -2451 I-J 1 0 Top chord 4x2 SP#2 E-F 0 -2454 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Purlins R-Q 1149 0 O-N 2454 0 In lieu of structural panels or rigid ceiling use purlins Q-P 2402 0 N-M 2451 0 to laterally brace chords as follows: P-O 2402 0 M-L 1144 0 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 19.54 BC 120 0.25 19.54 Maximum Web Forces Per Ply(lbs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24"OC unless shown otherwise above. S-R 0 -8 N-F 123 -30 Deflection A-R 0 -79 F-M 0 -676 Max JT VERT DEFL:LL:0.24"DL:0.33".See detail R-B 0 -1350 H-M 0 -205 DEFLCAMB1014 for camber recommendations. B-Q 950 0 M-I 940 0 C-Q 0 -178 1-L 0 -1345 End Vertical Attachment Q-D 0 -514 J-L 0 -80 Attach notched end vertical(s)to next end vertical D-O 289 -147 L-K 0 -8 using(3)qty.10d box or(0.128"x3"min)gun nails,or O-E 18 -100 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. 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 TrueHouse PE No.Michael 60839 G Kozlowski 0 391owski Jeffrey 58544son Eurra PE No.Derek B71457y PE No.Adam K7 69311 APEX - 72128 Ply:1 SEQN:32238/T13/SY42 Cellar Residence Qty: 1 FROM: DRW: F07 Wgt:147.0 lbs ... / ... 02/16/2018 I- 26 8 I 10'6" (11'10"I 22'4" 123'9"8�I 210 8 10'6" 1'4" 10'6" 1 5 8 I- 2'6"--I (TYP) i I I--26'.12-f-2'6"12-f--2'6"12-I f-2'6"12,i--2'6"12-F-2'6"12-f--2'6"12,{ -4X5 =3X3 =3X3[10] W=3X4 =4X5 -3X3 =3X3 A B C D E F GH I J K L M T Y io Li t/"\r N _- n2 (010.1"2 QIX W V U T S "R O P O =3X8 4X5[5] -3X3 W=H0310 =3X8 =3X8 =3X4 1 19792 1- 7.0"4 1 I 268" I Loading Criteria(psf) 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 Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.235 E 990 360 X 787 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.521 E 637 240 R 1214 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.037 B - - 0 255 /- /- /- /- /3.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.057 B - - X Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 R Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.798 0 Min Brg Width Req= 1.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.818 Bearings X,R,&0 Fcperp=565psi. Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.483 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:17.02.02.1208.20 A-B 1 0 G-H 0 -1734 Lumber Additional Notes B-C 0-1892 H-I 0 -1734 Top chord 4x2 SP#2 +2x6 continuous strongback.See detail D-E 0-1298 I-J 472 0 Bot chord 4x2 SP#1:B2 4x2 SP#2: STRBRIBR1014 for bracing and bridging D-E 0 -2298 J-K 472 0 Webs 4x2 SP#3 recommendations. E-F 0 -2299 K-L 98 228 F-G 0 -1734 L-M 1 0 Plating Notes Truss must be installed as shown with top chord up. All plates are 1.5X3 except as noted. The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) 1-8-0. Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table X-W 1114 0 S-R 891 0 JT Plate Chord JT Plate Chord W-V 2294 0 R-Q 227 -101 No Size Shift Bite No Size Shift Bite V-U 2299 0 Q-P 228 98 [5] 4X5 2.25 L 1.25 [10] 3X3 1.25 L 1.25 U-T 2296 0 P-O 229 96 Purlins T-S 2296 0 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(lbs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 24 0.25 26.42 BC 120 0.25 26.42 Y-X 0 -8 H-S 0 -204 Apply purlins to any chords above or below fillers A-X 0 -79 S-I 1014 0 at 24"OC unless shown otherwise above. X-B 0 -1310 I-R 0 -1397 B-W 907 0 J-R 0 -196 Deflection C-W 0 -176 R-K 0 -552 Max JT VERT DEFL:LL:0.23"DL:0.32".See detail W-D 0 -470 K-Q 91 0 DEFLCAMB1014 for camber recommendations. D-V 242 -203 P-L 15 -71 V-E 23 -86 L-O 112 -270 End Vertical Attachment U-F 151 -16 M-O 0 -101 Attach notched end vertical(s)to next end vertical F-S 0 -751 0-N 0 -9 using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. 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. ilicH) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /g*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE No Michael 60 KozGlowski rey P No 58544son PE PE No.Murray1457Adam K No.7776ggll Derek BAPEX 72128 Ply:1 SEQN:32272/T15/SY42 • Cellar Residence Qty: 1 FROM: DRW: F07A Wgt:154.0 lbs ... / ... 02/16/2018 I 282" I 12'0"8 13.4" 23'10" 25'3"8 2'10"8 12'0"8 11'3"8 I 10'6" 11'5"8 I-1E-2'6"-{-2'6"12 (TYP) -I--rs"1 2'6"12-}-2V12-I I--z•s"1 2'6"12-I-2'6"12--I---2'6"12--I---2's"12-{ W=3X4 3X3[3] =3X8 =3X3 =3X3 =3X8 =3X3 =3X3 A B C D E F G H I J K L M N .. \`�•o T _ 1 L AB / "...././..- ` / \r R7 .` / - �F 7,-3 10.1"2 AA -Z Y X W V U T R Q P =4X5 w4X4[4] =3X8 W=3X8 =3X3 =3X8 W=3X4 E3X8 =3X4 F-1'6" 1 19'7"12 1 7'0"4 i I 28'2" 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.188 F 999 360 Z 1291 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.483 F 716 240 S 1182 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.027 A - - P 256 /- /- /- /- /3.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.047 A - - Z Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/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: 0.829 P Min Brg Width Req= 1.5 BCDL:NA sf TPI Std: 2014 Max BC CSI: 0.831 Bearings Z,S,&P Fcperp=565psi. Load Duration:1.00 P Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.514 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:17.02.02.1208.15 A-B 0 -31 H-I 0 -1619 Lumber End Vertical Attachment B-C 418 0 I-J 0 -1619 C-D 0 -1603 J-K 468 0 Top chord 4x2 SP#2 Attach notched end vertical(s)to next end vertical D-E 0 -1603 K-L 468 0 Bot chord 4x2 SP#2:82 4x2 SP#1: using(3)qty.10d box or(0.128"x3"min)gun nails,or E-F 0 -2096 L-M 95 -231 Webs 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire F-G 0 -2099 M-N 1 0 staples,through wide face;or(3)qty.16-Gauge,1" Special Loads Crown(minimum),1-1/2"length wire staples on each G-H 0-1619 (Lumber Dur.Fac.=0.90/Plate Dur.Fac.=0.90) narrow face. TC:From 76 plf at 0.12 to 76 plf at 28.04 Maximum Bot Chord Forces Per Ply(lbs) BC:From 7 plf at 0.00 to 7 plf at 28.17 Additional Notes Chords Tens.Comp. Chords Tens. Comp. TC: 343 lb Conc.Load at 0.12 +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging AA-Z 0 -379 U-T 835 0 Plating Notes recommendations. Z-Y 797 -3 T-S 835 0 All plates are 1.5X3 except as noted. Truss must be installed as shown with top chord up. Y-X 2037 0 S-R 230 98 X-W 2037 0 R-Q 231 -95 Plate Shift Table The overall height of this truss excluding overhang is W-V 2099 0 0-P 232 -93 1-8-0. V-U 2096 0 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [3] 3X3 1.25 R 1.25 [4] 4X4 1.25 L 1.25 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins AA-A 0 -264 G-U 0 673 to laterally brace chords as follows: AA-B 559 0 I-U 0 212 Chord Spacing(in oc) Start(ft) End(ft) AB-AA 0 -120 U-J 948 0 TC 24 0.12 27.92 B-Z 0 -561 J-S 0 -1325 BC 120 0.00 27.92 Z-C 0 -1327 K-S 0 -196 Apply purlins to any chords above or below fillers C-Y 972 0 S-L 0 -550 at 24"OC unless shown otherwise above. D-Y 0 -184 L-R 90 0 Y-E 0 -538 Q-M 16 -70 E-W 310 -134 M-P 109 -273 W-F 23 -103 N-P 0 -100 V-G 133 -36 P-O 0 -9 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 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer /it\ 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 " 72128 Ply:1 SEQN:32252/T59/SY42 Cellar Residence Qty: 5 FROM: DRW: FO8A Wgt:121.8 lbs .. / ... 02/16/2018 9'6"8 10'8"l'" 0 8" I 21'3"8 9'6"8 1'1"8 10'7"8 I-,-1'5"-1 76"--1-2'6"12-}.-2'6"12-{ 2'6"12-I-•-2'6"12- I 2'6"12-H r"1 (TYP) =3X3 =4X5 =3X3 W=3X4=3X3 -4X5 A B C D E F G H I J K T T - _L 3. 1 1 U / ` /- i://0000 / ` 10'1"2 T S R Q P O N AirO =3X4 =3X4 =3X8 =3X3 =4X5[16] =3X8 W=H0310 I-1'6" j 1978 1 21'3"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc LJdefl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.209 F 999 360 S 1140 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.472 F 673 240 M 1402 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.029 M - - S Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.048 M - - M Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings S&M Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.670 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.900 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.452 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -18 F-G 0 -2208 I:NA GCpi:NA Plate Type(s): B-C 246 0 G-H 0 -2208 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.20 C-D 0-1686 H-I 0 -1791 Lumber End Vertical Attachment D-E 0-1686 I-J 0 -1791 Top chord 4x2 SP#2 Attach notched end vertical(s)to next end vertical E-F 0 -2209 J-K 100 0 Bot chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or Webs 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Maximum Bot Chord Forces Per Ply(lbs) staples,through wide face;or(3)qty.16-Gauge,1" Chords Tens.Comp. Chords Tens. Comp. Special Loads Crown(minimum),1-1/2"length wire staples on each --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) narrow face. T-S 0 -213 P-0 2195 0 S-R 872 0 O-N 2195 0 TC:From 76 plf at 0.12 to 76 plf at 21.04 R- 2206 0 N-M 1014 0 Additional Notes Q BC:From 7 plf at 0.00 to 7 plf at 21.29 Q Q 2206 0 TC: 196 lb Conc.Load at 0.12 +2x6 continuous strongback.See detail BC: 615 lb Conc.Load at 21.17 STRBRIBR1014 for bracing and bridging recommendations. Maximum Web Forces Per Ply(lbs) Plating Notes Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X3 except as noted. The overall height of this truss excluding overhang is T-A 0 -153 F-P 33 -43 Plate Shift Table 1-8-0. T-B 314 0 P-H 15 0 JT Plate Chord JT Plate Chord U-T 0 69 H-N 0 472 No Size Shift Bite No Size Shift Bite B-S 0 -409 I-N 0 178 [16] 4X5 2.25 R 1.25 S-C 0-1313 N-J 907 0 C-R 950 0 J-M 0 -1309 Purlins D-R 0 -173 K-M 0 -199 In lieu of structural panels or rigid ceiling use purlins R-E 0 -608 M-L 83 512 to laterally brace chords as follows: E-Q 76 0 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 20.92 BC 120 0.00 20.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Deflection Max JT VERT DEFL:LL:0.21"DL:0.26".See detail DEFLCAMB1014 for camber recommendations. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this buss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 611H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /1*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tr u 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 72128 Ply:1 SEAN:32249/T32/SY42 • Cellar Residence Qty: 10 FROM: DRW: F09 Wgt:112.0 lbs ... / ... 02/16/2018 10'6" I 11'8"I 19'9"8 10,6" 1'2" 8'1"8 I--2,6"--1--- ---I--2'6"12 -}-2'6"12 I 2'6"12---{ I-2'6"12,I 2'6"12, g,g { Y 1 (TYP) =4X5 =3X3 W=3X4 =3X3 =4X5 A B C D EF G H I J T ;.a S . _\ --1- _ • K 3. tio I ci)10'1.2 'fR 0 P 0 N M L[ =3X8 =3X8 W=H0310 =3X8 =3X8 =3X3 i 19'9"8 i Loading Criteria(psf) 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.212 F 999 360 R 795 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.445 F 700 240 L 1427 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 B - - R Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.050 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 Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.507 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.631 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.450 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 -2367 I:NA GCpi:NA Plate Type(s): B-C 0-1918 G-H 0 -1859 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.20 C-D 0-1918 H-I 0 -1859 Lumber Additional Notes D-E 0-2365 I-J 100 0 E-F 0 -2365 Top chord 4x2 SP#1 +2x6 continuous strongback.See detail Bot chord 4x2 SP#1 STRBRIBR1014 for bracing and bridging Webs 4x2 SP#3 recommendations. Maximum Bot Chord Forces Per Ply(lbs) Truss must be installed as shown with top chord up. Special Loads Chords Tens.Comp. Chords Tens. Comp. (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) The overall height of this truss excluding overhang is R-Q 1127 0 O-N 2367 0 TC:From 76 plf at 0.12 to 76 plf at 19.54 1-8-0. Q-P 2337 0 N-M 2364 0 BC:From 7 plf at 0.00 to 7 plf at 19.79 P-O 2337 0 M-L 1049 0 BC: 615 lb Conc.Load at 19.67 Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X3 except as noted. S-R 0 -8 N-G 67 0 Purlins A-R 0 -79 G-M 0 -590 R-B 0 -1324 H-M 0 -168 In lieu of structural panels or rigid ceiling use purlins B-Q 924 0 M-I 945 0 to laterally brace chords as follows: C-Q 0 -178 I-L 0 -1350 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 19.42 Q-D 0 -489 J-L 0 -199 BC 120 0.25 19.42 D-O 52 0 L-K 83 -512 Apply purlins to any chords above or below fillers O-F 20 -47 at 24"OC unless shown otherwise above. Deflection Max JT VERT DEFL:LL:0.21"DL:0.24".See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. 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. (41) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /q*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APE X PE No.60839 PE No.58544 PE No.71457 PE No.77693 • 72128 Ply:1 SEQN:32242/T46/SY42 Cellar Residence Qty: 1 FROM: DRW: F09T Wgt:112.0 lbs ... / ... 02/16/2018 10'6" I 11'8"I 19'9"8 I 10'6" 12" 8'1"8 r'i--2'6"--I 2'6"12--F---2'6"12,I 26"12 (TYP) 1--2 6"12--1.--2'6"12--{ " =4X5 =3X3 W=3X4 =3X3 =3X8 A B C D E F G HI J T 3 Sr _ T I 10'1"2 11R Q P 0 N M Lr T w 3X8 w 3X8 W=H0310 L----3X8 w 3X8 =3X3 r 1998 1 Loading Criteria(psf) 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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.226 F 999 360 R 858 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.518 F 618 240 L 1501 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 B - - R Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.056 B - - L Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings R 8 L Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.611 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.714 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.520 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 -2703 I:NA GCpi:NA Plate Type(s): B-C 0-2124 G-H 0 -2103 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.20 C-D 0-2124 H-I 0 -2103 Lumber End Vertical Attachment D-E 0 -2700 I-J 100 0 Top chord 4x2 SP#1 Attach notched end vertical(s)to next end vertical E-F 0 -2700 Bot chord 4x2 SP#1 using(3)qty.10d box or(0.128"x3"min)gun nails,or Webs 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Maximum Bot Chord Forces Per Ply(lbs) staples,through wide face;or(3)qty.16-Gauge,1" Chords Tens.Comp. Chords Tens. Comp. Special Loads Crown(minimum),1-1/2"length wire staples on each narrow face. R-Q 1228 0 O-N 2703 0 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) 0-P 2645 0 N-M 2700 0 TC:From 76 plf at 0.12 to 76 plf at 6.83 Additional Notes P-O 2645 0 M-L 1168 0 TC:From 94 plf at 6.83 to 94 plf at 14.42 TC:From 76 plf at 14.42 to 76 plf at 19.54 +2x6 continuous strongback.See detail BC:From 7 plf at 0.00 to 7 plf at 19.79 STRBRIBR1014 for bracing and bridging Maximum Web Forces Per Ply(lbs) BC: 615 lb Conc.Load at 19.67 recommendations. Webs Tens.Comp. Webs Tens. Comp. Plating Notes Truss must be installed as shown with top chord up. S-R 0 -8 N-G 74 0 All plates are 1.5X3 except as noted. The overall height of this truss excluding overhang is A-R 0 -79 G-M 0 -697 1-8-0. R-B 0 -1444 H-M 0 -190 Purlins B-Q 1045 0 M-I 1091 0 In lieu of structural panels or rigid ceiling use purlins C-Q 0 -178 I-L 0 -1490 to laterally brace chords as follows: Q-D 0 -608 J-L 0 -199 Chord Spacing(in oc) Start(ft) End(ft) D-O 84 0 L-K 83 -512 TC 24 0.25 19.42 O-F 0 -70 BC 120 0.25 19.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Deflection Max JT VERT DEFL:LL:0.23"DL:0.32".See detail DEFLCAMB1014 for camber recommendations. 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. (1111'14) 2.Apex Technology is a fictitious name owned by Jan 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 72128 Ply:1 SEQN:24875/T18/SY42 Cellar Residence Qty: 2 FROM: DRW: F10 Wgt:112.5 lbs ... / ... 02/16/2018 7'6" 8'6" 16'4"8 17'4"0 19'9"8 F 7,6" I 1' I T10"8 I 1' I- 2'5" -I I I~2'6"—.-I--2'6"12—1--2'0"12 H I~2'6"12--I--2'6"12--I--2'6"12—I I--2'1"4-H (TYP) =3X4 =3X3 =3X4 =3X3 =3X3 A B C D E F G H I J 18 T7 _ 1 •0000000000000000,_ 1>oeoo•ooe' (fl 10.1"2 'S R Q P N M - L `I' =4X5 =4X5 =3X3[9] =4X5 =3X3 1113X3 r 13'8"4 I 6'1"4 1 F'" 19'9"8 - - --1 Loading Criteria(psf) 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.074 D 999 360 S 551 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.167 D 999 240 0 881 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.013 B - - L 220 /- /- /- /- /5.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.020 B - - S Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 0 Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.319 L Min Brg Width Req= 1.5 BCDL:NA sf TPI Std: 2014 Max BC CSI: 0.416 Bearings S,0,&L Fcperp=565psi. Load Duration:1.00 P Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.262 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 A-B 1 0 F-G 224 0 Lumber Additional Notes B C 0 -1118 G-H 224 0 C-D 0-1118 H-I 2 -175 Top chord 4x2 SP#1 +2x6 continuous strongback.See detail D-E 0-1103 I-J 2 -170 Bot chord 4x2 SP#1 STRBRIBR1014 for bracing and bridging E-F 0 -1095 Webs 4x2 SP#3 recommendations. Truss must be installed as shown with top chord up. Plating Notes Maximum Bot Chord Forces Per Ply(lbs) All plates are 1.5X3 except as noted. The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. 1-8-0. Plate Shift Table S-R 729 0 O-N 175 -3 JT Plate Chord JT Plate Chord R-Q 1106 0 N-M 175 -2 Q No Size Shift Bite No Size Shift Bite P 1103 0 M-L 0 1 [9] 3X3 1.25 L 1.25 P-O 660 0 Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: T-S 0 -8 F-O 0 -900 Chord Spacing(in oc) Start(ft) End(ft) A T-S 0 80 G-O 0 -216 TC 24 0.25 19.54 BC 120 0.25 19.54 S-B 0 -857 O-H 0 -361 Apply purlins to any chords above or below fillers B-R 453 0 H-N 50 -1 at 24"OC unless shown otherwise above. C-R 0 -210 I-M 0 -125 R-D 155 -132 M-J 214 -2 End Vertical Attachment D-Q 11 -101 J-L 0 -197 Attach notched end vertical(s)to next end vertical E-P 0 -215 L-K 0 -14 using(3)qty.10d box or(0.128"x3"min)gun nails,or P-F 550 0 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. 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. (111.*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 Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77693 • 72128 Ply:1 SEQN:24876/T9/SY42 Cellar Residence Qty: 2 FROM: DRW: Flt Wgt:112.8 lbs ... / ... 02/16/2018 7'6" I 8'6"I 16'4"8 117'4_"$ 19'11" H I7'6" 1' 7'10"8 1I ' 2'6"8 R. r i--2'6"--j--2'6"12—}--2,0"12 H I---2,6"12--I--2612--I-.—2,6"12--{ H 2712 H (TYP) =3X4 =3X3 =3X4 =3X3 3X3 A B C D E F G H I J T 38 T _ z, K Ico 10'1"2 'S R Q P N M r*L =4X5 -4X5 =3X3[9] =4X5 =3X3 1113X3 i" 13'8"4 1 6712 i I- 19'11" Loading Criteria(psf) 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.074 D 999 360 5 552 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.168 D 999 240 0 881 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.013 B - - L 229 /- /- /- /- /5.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.020 B - - S Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 0 Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.318 L Mm Brg Width Req= 1.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.415 Bearings S,0,&L Fcperp=565psi. Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.261 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 A-B 1 0 F-G 221 0 Lumber Additional Notes B-C 0 -1121 G-H 221 0 C-D 0 -1121 H-I 0 -190 Top chord 4x2 SP#1 +2x6 continuous strongback.See detail D-E 0-1109 I-J 0 -185 Bot chord 4x2 SP#1 STRBRIBR1014 for bracing and bridging E-F 0-1101 Webs 4x2 SP#3 recommendations. PlatingNotes Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(lbs) All plates are 1.5X3 except as noted. The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. 1-8-0. Plate Shift Table S-R 731 0 O-N 190 0 R-Q 1111 0 N-M 190 0 JT Plate Chord JT Plate Chord Q-P 1109 0 M-L 0 -1 No Size Shift Bite No Size Shift Bite P-O 668 0 [9] 3X3 1.25 L 1.25 Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: T-S 0 -8 F-O 0 -900 Chord Spacing(in oc) Start(ft) End(ft) A-S 0 -80 G-O 0 -215 TC 24 0.25 19.67 BC 120 0.25 19.67 S-B 0 -859 O-H 0 -367 Apply purlins to any chords above or below fillers B-R 455 0 H-N 53 0 at 24"OC unless shown otherwise above. C-R 0 -210 I-M 0 -131 R-D 154 -134 M-J 228 0 End Vertical Attachment D-Q 11 -101 J-L 0 -204 Attach notched end vertical(s)to next end vertical E-P 0 -214 L-K 0 -14 using(3)qty.10d box or(0.128"x3"min)gun nails,or P-F 549 0 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. 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. (1111'14) 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 Tru House Michael 0 Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77693 72128 Ply:1 SEAN:24877/T25/SY42 ' Cellar Residence Qty: 14 FROM: DRW: F12 Wgt:86.8 lbs ... / ... 02/16/2018 8'2" I 9'8" I 15'0"8 8'2" 1'6" 5'4"8 5" 2'6" I 2'6"12 I 2'6"12-{ I-2'6"12---I ( { (TYP) 3X4[5] 1114X5 =3X3 1111.5X3 =3X3 1111.5X3 =3X4 1111.5X3 AB C D E F G H 1 T TI ( 1 _ y( - `J ". 0 11'6"2 0. I. 1 - _ i 10'1"2 0 N M L =3X4 =4X5 1111.5X3 =3X3[11] =4X5 r 15'0"8 1 Loading Criteria(psf) 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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.144 F 999 360 A 615 /- /- /- /- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.338 F 758 240 K 617 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.021 0 - - A Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.037 0 - - K Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:2.0 Bearing A is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.627 Bearing K Fcperp=565psi. Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.829 Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.310 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 0 E-F 0 -1378 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 B-C 16 0 F-G 0 -1377 Lumber Additional Notes C-D 36 0 G-H 0 -1368 Top chord 4x2 SP#2 +2x6 continuous strongback.See detail D-E 0 -1378 H-I 1 0 Bot chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Webs 4x2 SP#3 recommendations. Maximum Bot Chord Forces Per Ply(lbs) Plate Shift Table Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. JT Plate Chord JT Plate Chord The overall height of this truss excluding overhang is 0-N 917 0 M-L 1377 0 No Size Shift Bite No Size Shift Bite 1-8-0. N-M 1380 0 L-K 840 0 [5] 3X4 2.25 L 1.25 [11] 3X3 1.25 L 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 O-B 562 0 G-L 0 -236 to laterally brace chords as follows: O-D 0 -1082 L-H 623 0 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.29 14.50 D-N 538 0 H-K 0 -987 BC 120 0.00 14.50 E-N 0 -234 I-K 0 -83 Apply purlins to any chords above or below fillers N-F 134 -1% K-J 0 -8 at 24"OC unless shown otherwise above. F-M 7 -108 Deflection Max JT VERT DEFL:LL:0.14"DL:0.21".See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. 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.'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /g- /\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Derek BAPEX TrueHouse PE No.Michael 60839 G Kozlowski 0391owski FE No.58544son o58544son PE No. Murray7457PE No.Russell " 72128 Ply:1 SEAN:32275/T16/SY42 Cellar Residence Qty: 2 FROM: DRW: F12T Wgt:86.8 lbs ... / ... 02/16/2018 I82" I 98" � 150 8 8'2" 1'6 5'4"8 5, - {-_2'6"--{-2'6"12-I--2'6"12-] I---2'6"12--I { (TYP) 3X4[5] 1114X5 3X3 III1.5X3 =3X3 1111.5X3 =3X4 1111.5X3 AB C D E F G H T 1, - - 1 - ---" 3 8 T 11'6"2 in co 1 1 010'1"2 0 N M L -_-,-- E3X4 =4X5 1111.5X3 =3X4 =4X5 A- 15'0"8 1 Loading Criteria(psf) 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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.149 F 999 360 A 841 /_ /_ /_ /_ /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.370 F 707 240 K 645 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.022 0 - - A Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.039 0 - - K Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearing A is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.801 Bearing K Fcperp=565psi. Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.774 Spacing:16.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.327 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 0 E-F 0 -1475 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 B-C 17 0 F-G 0 -1479 Lumber End Vertical Attachment C-D 37 0 G-H 0 -1469 Top chord 4x2 SP#2 Attach notched end vertical(s)to next end vertical D-E 0-1475 H-I 1 0 Bot chord 4x2 SP#1 using(3)qty.10d box or(0.128"x3"min)gun nails,or Webs 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Maximum Bot Chord Forces Per Ply(lbs) staples,through wide face;or(3)qty.16-Gauge,1" Chords Tens.Comp. Chords Tens. Comp. Special Loads Crown(minimum),1-1/2"length wire staples on each 0-N 965 0 M-L 1479 0 --(Lumber Dur.Fac.=1.00/Plate Dur.Fac:1.00) narrow face. TC:From 76 plf at 0.00 to 76 plf at 6.08 N-M 1483 0 L-K 886 0 TC:From 94 plf at 6.08 to 94 plf at 9.08 Additional Notes TC:From 76 plf at 9.08 to 76 plf at 14.92 +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(lbs) BC:From 7 plf at 0.29 to 7 plf at 15.04 STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. recommendations. Plate Shift Table O-B 590 0 G-L 0 -252 Truss must be installed as shown with top chord up. O-D 0-1138 L-H 687 0 JT Plate Chord JT Plate Chord The overall height of this truss excluding overhang is D-N 595 0 H-K 0 -1042 No Size Shift Bite No Size Shift Bite 1-8-0. [5] 3X4 2.25 L 1.25 E-N 0 -252 I-K 0 -84 N-F 127 -203 K-J 0 -A Purlins F-M 0 -134 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 -0.29 14.50 BC 120 0.00 14.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Deflection Max JT VERT DEFL:LL:0.15"DL:0.24".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. (11-11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /lf*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo u se E Noel GO K3oozlowski Jeffrey No.58544son o58544son PE No. Murray7457APE No.7769311 72128 Ply:1 SEQN:24878/T20/SY42 • Cellar Residence Qty: 1 FROM: DRW: F13 Wgt:85.4 lbs ... / ... 02/16/2018 8' I 9'10"8 I 15'3" 8' 1'10'8 5'4"8 I' 2'6" I 2'6"12 I 2'612--I H-2'6"12-- { (TYP) 1111.5X3 =3X4 1111.5X3 =3X3 1111.5X3 =3X4 1111.5X3 A B C D E F G 1-'8 N-r- - - � � �H 1 10'1"2 M L K J I O =4X5 =4X5 1111.5X3 =3X4 =4X5 I 15'3" 1 Loading Criteria(psf) 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): 0.151 K 999 360 M 621 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.379 K 681 240 I 621 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.027 B - - M Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.049 B - - I Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings M&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.664 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.890 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.308 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 D-E 0 -1397 I:NA GCpi:NA Plate Type(s): B-C 0-1359 E-F 0 -1387 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 C-D 0-1359 F-G 1 0 Lumber Top chord 4x2 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 M-L 841 0 K-J 1397 0 Purlins L-K 1400 0 J-I 845 0 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(lbs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 24 0.25 15.00 BC 120 0.25 15l00 N-M 0 -8 D-K 11 -102 Apply purlins to any chords above or below fillers A-M 0 -81 E-J 0 -250 at 24"OC unless shown otherwise above. M-B 0 -989 J-F 646 0 B-L 604 0 F-I 0 -994 Deflection C-L 0 -245 G-I 0 -84 Max JT VERT DEFL:LL:0.15"DL:0.24".See detail L-D 95 -238 I-H 0 -8 DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. 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. 61}{ 2.Apex Technology is a fictitious name owned by Jan Apex Technology Inc.,Florida Corporation. Florida Engineer %f*/\ 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 • 72128 Ply:2 SEQN:24888/T14/MONO Cellar Residence Qty: 1 FROM: DRW: FG01 Wgt:89.6 lbs ... / ... 02/16/2018 3'2"12 6'5"8 I 3'2"12 I 3'2"12 III X4 A=5X5 =5X5 C T ' iriLii= ., W1 I. ■. I - • 010'1"2 Fes_ =� D m6/8(**) 1113X4(**) 1113X4(**) 1 6,5„8 1 3'2"12 3'2"12 3'2"12 6'5"8 Loading Criteria(psf) 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): 0.015 B 999 360 F 1669 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.046 B 999 240 D 1669 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 A - - F Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.003 A - - D Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings F&D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.157 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.086 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.568 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-1118 B-C 0 -1118 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 Maximum Bot Chord Forces Per Ply(lbs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Top chord 2x6 SP SS Dense Truss must be installed as shown with top chord up. F-E 11 0 E-ID 11 0 Bot chord 2x4 SP#2 The overall height of this truss excluding overhang is Webs 2x4 SP#3:W1 2x4 SP#2: 1-8-0. Maximum Web Forces Per Ply(lbs) Nailnote Webs Tens.Comp. Webs Tens. Comp. Nail Schedule:0.131"x3",min.nails A-F 0 -816 E-C 1192 0 Top Chord:1 Row @ 5.00"o.c. A-E 1192 0 C-D 0 -816 Bot Chord:1 Row @12.00"o.c. B-E 0 -891 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 507 plf at 0.00 to 507 plf at 6.46 BC:From 10 plf at 0.00 to 10 plf at 6.46 Plating Notes (")3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 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 6.46 BC 77 0.00 6.46 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. 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. (1111'14) 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 Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77693 72128 Ply:1 SEQN:32184/T56/SY42 • Cellar Residence Qty: 1 FROM: DRW: FGE01 Wgt:114.8 lbs Page 1 of 2 ... / ... 02/16/2018 1'2"8 1'4"H (TYP) W=3X4 AB C D E F G H I J K L M N 0 P Q R I _B ALJ - - - - - - - - - - - - - -...s i" / J 1 I/ � �.��/ ./�./�/ )‹ .<1 /'-'\//-',--'-''T 10 1"2 AK AJ Al AH AG AF AE AD AC AB AA Z Y X W V U 1113X3 1113X3 W=3X4 r 209"8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/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 P 999 360 AK 45 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 P 999 240 T' 81 /- /- /- /- /244 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 R - - AK Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA -- HORZ(TL):0.001 R - - T Min Brg Width Req= - NCBCLL:W.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:2.0 Bearings AK&AK Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.070 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.013 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.025 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 J-K 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 K-L 0 0 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.20 C-D 0 0 L-M 0 0 Lumber Additional Notes D-E 0 0 M-N 0 0 E-F 0 O N-O 0 0 Top chord 4x2 SP#2 See detail STRBRIBR1014 for bracing and bridging F-G 0 0 O-P 0 0 Bot chord 4x2 SP#2 recommendations. Webs 4x2 SP#3 G-H 0 0 P-Q 0 0 Truss must be installed as shown with top chord up. H-I 0 0 Q-R 0 0 Bracing The overall height of this truss excluding overhang is I-J 0 0 Sheathing is required for any longitudinal(drag) 1-8-0. forces.All connections to be designed by the building Maximum Bot Chord Forces Per Ply(lbs) designer. Chords Tens.Comp. Chords Tens. Comp. Fasten rated sheathing to one face of this frame. AK-AJ 0 0 AB-AA 0 0 Plating Notes AJ-Al 0 0 AA-Z 0 0 Al-AH 0 0 Z-Y 0 0 All plates are 1.5X3 except as noted. AH-AG 0 0 Y-X 0 0 Purlins AG-AF 0 0 X-W 0 0 AF-AE 0 0 W-V 0 0 In lieu of structural panels or rigid ceiling use purlins AE-AD 0 0 V-U 0 0 to laterally brace chords as follows: AD-AC 0 0 U-T 0 0 Chord Spacing(in oc) Start(ft) End(ft) AC-AB 0 0 TC 24 0.25 20.54 BC 120 0.25 20.54 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. End Vertical Attachment AL-AK 0 -6 R-T 0 -12 Attach notched end vertical(s)to next end vertical A-AK 0 36 T-S 0 5 using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Maximum Gable Forces Per Ply(lbs) staples,through wide face;or(3)qty.16-Gauge,1" Gables Tens.Comp. Gables Tens. Comp. Crown(minimum),1-1/2"length wire staples on each narrow face. B-AJ 0 -102 K-AA 0 -101 C-Al 0 -102 L-Z 0 -101 D-AH 0 -101 M-Y 0 -101 E-AG 0 -101 N-X 0 -102 F-AF 0 -101 O-W 0 -101 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 %ir*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use PE No.Michael 08391owski Pt No.58544son o58544son PE No.71457y PE No.77769311 • 72128 Ply:1 SEQN:32184/T56/SY42 Cellar Residence Qty: 1 FROM: DRW: FGE01 Wgt:114.8 lbs Page 2 of 2 ... / ... 02/16/2018 G-AE 0 -101 P-V 0 -105 H-AC 0 -101 Q-U 0 -83 J-AB 0 -101 NOTES: Nr 6111) 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. 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 72128 Ply:1 SEAN:24880/T51/SY42 • Cellar Residence Qty: 1 FROM: DRW: FGE02 Wgt:134.4 lbs Page 1 of 2 ... / ... 02/16/2018 1'5"8 I 1'4" (TYP) W=3X4 A BCD E F G H I J K L M N 0 P 0 R S T U T 3r AR__ - - - - - - - - r . - - - - V � T p _ 1 -- - ,o,z Ai � iii 'W 7 1113X3 AP AO AN AM AL AK AJ Al AH AG AF AE AD AC AB AA Z V X W=3X4 1113X3 1 24'11" 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 AQ 55 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 277 W'81 /- /- /- /- /293 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 U - - AG Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.001 U - - W Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings AQ&AQ Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.091 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.014 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.025 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 K-L 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 L-M 0 0 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 C-D 0 0 M-N 0 0 Lumber Additional Notes D-E 0 0 N-0 0 0 Top chord 4x2 SP#2 See detail STRBRIBR1014 for bracing and bridging F-F 0 0 O-P 0 0 Bot chord 4x2 SP#2 recommendations. F-G 0 0 P-Q 0 0 Webs 4x2 SP#3 G-H 0 0 Q-R 0 0 Truss must be installed as shown with top chord up. H-I 0 0 R-S 0 0 Bracing The overall height of this truss excluding overhang is I-J 0 0 S-T 0 0 Sheathing is required for any longitudinal(drag) 1-8-0. J-K 0 0 T-U 0 0 forces.All connections to be designed by the building designer. Maximum Bot Chord Forces Per Ply(lbs) Fasten rated sheathing to one face of this frame. Chords Tens.Comp. Chords Tens. Comp. Plating Notes AQ-AP 0 0 AG-AF 0 0 AP-AO 0 0 AF-AE 0 0 All plates are 1.5X3 except as noted. AO-AN 0 0 AE-AD 0 0 Purlins AN-AM 0 0 AD-AC 0 0 AM-AL 0 0 AC-AB 0 0 In lieu of structural panels or rigid ceiling use purlins AL-AK 0 0 AB-AA 0 0 to laterally brace chords as follows: AK-AJ 0 0 AA-Z 0 0 Chord Spacing(in oc) Start(ft) End(ft) AJ-Al 0 0 Z-Y 0 0 TC 24 0.25 24.67 AI-AH 0 0 Y-X 0 0 BC 120 0.25 24.67 Apply purlins to any chords above or below fillers AH-AG 0 0 X-W 0 0 at 24"OC unless shown otherwise above. End Vertical Attachment Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or AR-AQ 0 7 U-W 0 5 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire A-AG 0 -45 W-V 0 -6 staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each Maximum Gable Forces Per Ply(lbs) narrow face. Gables Tens.Comp. Gables Tens. Comp. B-AP 0 -114 K-AF 0 -101 C-AO 0 -98 M-AE 0 -101 D-AN 0 -102 N-AD 0 -101 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. (111'11) 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 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 • 72128 Ply:1 SEQN:24880/T51/SY42 Cellar Residence Qty: 1 FROM: DRW: FGE02 Wgt:134.4 lbs Page 2 of 2 ... / ... 02/16/2018 E-AM 0 -101 O-AC 0 -101 F-AL 0 -101 P-AB 0 -101 G-AK 0 -101 Q-AA 0 -102 H-AJ 0 -101 R-Z 0 -100 I-Al 0 -101 S-Y 0 -105 J-AH 0 -101 T-X 0 -81 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. (11-1.{) 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 eHouse Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 72128 Ply:1 SEQN:24881/T4/SY42 ' Cellar Residence Qty: 1 FROM: DRW: FGE03 Wgt:33.6 lbs ... / ... 02/16/2018 1,5„8 I 1,4„-H (TYP) A B C D E Ti i. ...mm....... ..—...uhF I 1 .. • • ■ ■■ Alk 10'1"2 III 3X3 H III 3X3 h 4'8"15 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF 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): 0.000 B 999 360 G" 118 /- /- /- /- /57.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 B 999 240 G Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 E - - Bearing K Fcperp=565psi. Des Ld: 62.00 EXP:NA HORZ(TL): 0.002 E - - 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: 0.135 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.021 A-B 0 0 C-D 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.029 B-C 0 0 D-E 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes K-J 0 0 I-H 0 0 Top chord 4x2 SP#2 Truss must be installed as shown with top chord up. J-I 0 0 H-G 0 0 Bot chord 4x2 SP#2 The overall height of this truss excluding overhang is Webs 4x2 SP#3 1-8-0. Maximum Web Forces Per Ply(lbs) Bracing Webs Tens.Comp. Webs Tens. Comp. Sheathing is required for any longitudinal(drag) L-K 0 -10 E-G 13 0 forces.All connections to be designed by the building A-K 0 -67 G-F 0 -8 designer. 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-J 0 -170 D-H 0 -123 C-I 0 -156 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 0.25 4.50 BC 51 0.25 4.50 Apply purlins to any chords above or below fillers at 24”OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. 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. (IT'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 Tru eHo u se Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77693 • 72128 Ply:1 SEAN:24882/T47/SY42 Cellar Residence Qty: 1 FROM: DRW: FGE04 Wgt:86.8 lbs ... / ... 02/16/2018 H 15"8+ 1,4"H (TYP) A B C D E F G H I J K L M T 38 AB-- N i70 I — - - - - - — 0101"2 /// ////////// Q AA Z Y X W V U T S R Q P 1113X3 1113X3 r 153" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF 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): 0.000 L 999 360 AA'80 /- /- /- /- /177 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 L 999 240 O 59 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.001 M - - AA Min Brg Width Req= - Des Ld: 62.00 EXP:NA HORZ(TL): 0.001 M - - 0 Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings AA&P Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.081 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.020 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 G-H 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 H-I 0 0 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 C-D 0 0 I-J 0 0 Lumber Additional Notes D-E 0 0 J-K 0 0 E-F 0 0 K-L 0 0 Top chord 4x2 SP#2 See detail STRBRIBR1014 for bracing and bridging F-G 0 0 L-M 0 0 Bot chord 4x2 SP#2 recommendations. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(lbs) Bracing The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Sheathing is required for any longitudinal(drag) 1-8-0. AA-Z 0 0 U-T 0 0 forces.All connections to be designed by the building Z-Y 0 0 T-S 0 0 designer. Y-X 0 0 S-R 0 0 Fasten rated sheathing to one face of this frame. X-W 0 0 R-Q 0 0 Plating Notes W V 0 0 Q-P 0 0 V-U 0 0 P-O 0 0 All plates are 1.5X3 except as noted. Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: AB-AA 0 -7 M-O 0 -5 Chord Spacing(in oc) Start(ft) End(ft) A-M 0 -44 O-N 0 -6 TC 24 0.25 15.00 BC 120 0.25 15.00 Apply purlins to any chords above or below fillers Maximum Gable Forces Per Ply(lbs) at 24"OC unless shown otherwise above. Gables Tens.Comp. Gables Tens. Comp. End Vertical Attachment B-Z 0 -114 H-T 0 -101 Attach notched end vertical(s)to next end vertical C-Y 0 98 I-S 0 102 using(3)qty.10d box or(0.128"x3"min)gun nails,or D-X 0 -102 J-R 0 99 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire E-W 0 -101 K-Q 0 113 staples,through wide face;or(3)qty.16-Gauge,1" F-V 0 -101 L-P 0 -52 Crown(minimum),1-1/2"length wire staples on each G-U 0 -101 narrow face. 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. 611'1.1) 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 House Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 72128 Ply:1 SEQN:24883/T49/SY42 • Cellar Residence Qty: 1 FROM: DRW: FGE05 Wgt:75.6 lbs ... / ... 02/16/2018 H 1'5"8+ 1'4"H (TYP) A B C D E F G H I J K T3"8 x 1 - - - - - - - - - L W I - - - - - - - - - — 010'1"2 1113X3 V U T S R Q P 0 N 1113X3 I- 13'5" 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF 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): 0.000 K 999 360 W 55 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 K 999 240 M* 80 /- /- /- /- /155 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 K - - W Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.001 K - - M Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings W&W Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.091 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.014 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.024 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 F-G 0 0 I:NA GCpi:NA Plate Type(s): . B-C 0 0 G-H 0 0 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 C-D 0 0 H-I 0 0 Lumber Additional Notes D-E 0 0 I-J 0 0 Top chord 4x2 SP#2 See detail STRBRIBR1014 for bracing and bridging E-F 0 0 J-K 0 0 Bot chord 4x2 SP#2 recommendations. Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Bracing The overall height of this truss excluding overhang is Sheathing is required for any longitudinal(drag) 1-8-0. W-V 0 0 Q-Q 0 0 V-U 0 0 Q-P 0 0 forces.All connections to be designed by the building U-T 0 0 P-0 0 0 designer. T-S 0 0 0-N 0 0 Fasten rated sheathing to one face of this frame. S-R 0 0 N-M 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 X-W 0 -7 K-M 0 -30 In lieu of structural panels or rigid ceiling use purlins A-W 0 -45 M-L 0 -6 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 13.17 Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Gables Tens. Comp. 120 0.25 13.17 P. Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. B-V 0 -114 G-Q 0 101 C-U 0 -98 H-P 0 -101 End Vertical Attachment D-T 0 -102 I-0 0 -103 Attach notched end vertical(s)to next end vertical E-S 0 -101 J-N 0 94 using(3)qty.10d box or(0.128"x3"min)gun nails,or F-R 0 -101 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. 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. 6111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /g*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE No.608391owski PErNo. 8544son PE No. Murray7457APE No.7 69311 • 72128 Ply:1 SEQN:24956/T6/GABL Cellar Residence Qty: 2 FROM: DRW: GE01 Wgt:35.0 lbs ... / ... 02/16/2018 9 1.1.4 s'q 6'8'8 z� 9 3,5"12 I 1,4"8 E 4 p 1113X4 D . T T P II • 77; - iv I G _ • • 010,•2 --IF G 1113 4 1 6108 1 2.0"8 I 5'4" 14"8 5,4" I 6'a"8 I 6'10"8 (NNL) I-478_1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or'=PLF 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): 0.013 C 999 240 H 315 /132 /224 /- /121 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.028 C 999 180 F' 39 /19 /21 /- /- /77.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.004 C - - H Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.647 Beatings H&B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.231 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.115 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 38 0 C-D 31 -134 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 400 -573 D-E 3 -27 Lumber Additional Notes Top chord 2x4 SP#3 See DWGS A16015ENC101014&GBLLETIN1014 for Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 gable wind bracing and other requirements. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Stacked top chord must NOT be notched or cut in B-G 5 -11 G-F 0 -1 :Stack Chord SC1 2x4 SP#2: area(NNL).Dropped top chord braced at 24"oc Plating Notes intervals.Attach stacked top chord(SC)to dropped Maximum Gable Forces Per P lbs top chord in notchable area using 3x4 tie-plates 24" Ply( ) All plates are 3X4(**)except as noted. oc.Center plate on stacked/dropped chord Gables Tens.Comp. Gables Tens. Comp. (**)5 plate(s)require special positioning.Refer to interface,plate length perpendicular to chord length. D-G 385 -201 E-F 29 -12 scaled plate plot details for special positioning Splice top chord in notchable area using 3x6. requirements. The overall height of this truss excluding overhang is 2-4-0. 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 -2.04 6.88 BC 79 0.29 6.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 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. (11.11.-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 72128 Ply:1 SEQN:24957/T54/GABL • Cellar Residence Qty: 1 FROM: DRW: GE02 Wgt:333.2 lbs Page 1 of 2 ... / ... 02/16/2018 1'10'1 14'0'4 IN, 2911'8 3P' I rto 1 I 122.3 I 3 r I 1710.4 ii 19'B ']'12 13%4(..)M 0 P p ,L I K/ 111 JJ/' \U 2 i F'. v 3X1 �® Cq ;m A 'l�I11111 AX 13%41'•)AW AV AU AT AS AR•5%5AG71 AP AO AN AL AK AJ �s%5(.4.1AH AG AF AE AO A 1304(.•) 1 30'3 1 2611'8I-2•..s11']]-1221 13]032 I2er4 (NNL) I.-4'013--j Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or`=PLF 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 Q 999 343 AX 271 /148 /299 /- /373 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.006 Q 999 343 AB`63 /53 /34 /- /- /357 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 W - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.013 W - - AX Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:27.67 ft Code/Misc Criteria Creep Factor:2.0 AB Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.778 Bearings AX&AX Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.110 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.114 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 70 0 N-O 338 -47 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 308 -405 O-P 337 -47 Lumber Additional Notes B D 243 -118 P-Q 340 47 Top chord 2x4 SP#3 See DWGS A16030ENC101014&GBLLETIN1014 for D-E 313 -264 R-R 346 -44 Bot chord 2x4 SP#3 gable wind bracing and other requirements. D-E 20 07 -264 R-S 348 44 Webs 2x4 SP#3 Stacked topchord must NOT be notchedcut in E-F 191 -227 S-T 273 -33 :Stack Chord SC1 2x4 SP#3: or F-G 173 -191 T-U 207 -34 area(NNL).Dropped top chord braced at 24"oc G-H 163 -164 U-V 142 -38 Bracing intervals.Attach stacked top chord(SC)to dropped H-I 164 -146 V-W 77 55 top chord in notchable area using 3x4 tie-plates 24" I-J 164 -129 W-X 66 73 (a)Continuous lateral restraint equally spaced on oc.Center plate on stacked/dropped chord member. interface,plate length perpendicular to chord length. J-K 229 -111 X-Y 82 -107 Splice top chord in notchable area using 3x6. K-L 296 -94 Y-Z 99 -142 Plating Notes The overall height of this truss excluding overhang is L-M 366 76 Z-AA 129 -207 All plates are 3X4 except as noted. 10-7-2. M-N 320 -49 (")11 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Bot Chord Forces Per Ply(lbs) requirements. Chords Tens.Comp. Chords Tens. Comp. Purlins AX-AW 371 -354 AM-AL 204 -113 AW-AV 191 -115 AL-AK 204 -113 In lieu of structural panels or rigid ceiling use purlins AV-AU 194 -115 AK-AJ 204 -112 to laterally brace chords as follows: AU-ATV 197 -114 AJ-AI 203 112 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.04 30.25 AT-AS 198 -114 Al-AH 202 -111 BC 120 0.00 30.25 AS-AR 200 -114 AH-AG 200 -111 Apply purlins to any chords above or below fillers AR-AQ 201 -113 AG-AF 199 -110 at 24"OC unless shown otherwise above. AQ-AP 202 -113 AF-AE 197 -110 AP-AO 203 -113 AE-AD 196 -109 Wind AO-AN 204 -113 AD-AC 193 -108 Wind loads based on MWFRS with additional C&C AN-AM 204 -113 AC-AB 1 -1 member design. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. B-AW 384 -291 AC-AA 267 -148 Maximum Gable Forces Per Ply(lbs) 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.{) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer i�- Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use PE No.Michael 60839 G Kozlowski 039lowski Jeffrey 585445on PE PE No. Murray1457APE No.76769311 • 72128 Ply:1 SEQN:24957/T54/GABL Cellar Residence Qty: 1 FROM: DRW: GE02 Wgt:333.2 lbs Page 2 of 2 ... / ... 02/16/2018 Gables Tens.Comp. Gables Tens. Comp. B-AX 152 -291 P-AL 27 -77 AW-C 52 -47 AK-R 6 -76 E-AV 114 -73 AJ-S 123 -75 F-AU 104 -76 Al-T 108 -75 G-AT 103 -74 AH-U 105 -75 H-AS 106 -76 AG-V 106 -76 I-AR 105 -75 AF-W 103 -74 J-AQ 105 -75 AE-X 105 -76 K-AP 110 -76 AD-Y 101 -70 L-AO 113 -77 Z-AC 135 -99 M-AN 33 -84 AA-AB 148 -260 O-AM 40 -76 • 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. �\ (111'14 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer iff- Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo u se PE No.l 0839 Kozlowski PE No.58544 on PE No.71457y PE No.77769311 72128 Ply:1 SEQN:32230/T8/GABL ' Cellar Residence Qty: 1 FROM: DRW: GE03 Wgt:401.8 lbs Page 1 of 2 ... / ... 02/16/2018 11'7711 109.1z 13'5'12 158,12 1TB 19'1°1 30'3' I- 109.12 f �. f 2.1. 1 I �. I 101'12 OW PIT m3%4.IM; K L-„ c J�- P I 12 8 ,SXS �, `F ' \' Uc�= x■3%dr•tA/1ill I illist.N.7 IIII I ■3x.1'I o 1 A - - - - - - AO AN AM AL AK Al Al AH G AF AE AD ACI •-- ■3%4C7 V AU A AS AR A. •P -424 .5X7("( B2 AB 114X5(") 93'12 1 20'11,1 I I 9'2'6 I 2'8' I 4'3'8 I 29' I 2'8' I 89,1 92'4 11'10'4 16'1'12 189'12 21'5'12 SOT Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF 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):-0.232 S 917 240 AW33 /31 /- /- /- /109 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.546 S 581 212 AP 1160 /884 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.203 Y - - Z' 229 /173 /- /- /- /40.0 Des Ld: 32.00 EXP:D HORZ(TL):0.322 Y - - AC /472 NCBCLL:10.00 Mean Height:29.04 ft Code/Misc Criteria Creep Factor:2.0 AB /540 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.488 AA /339 BCDL:3.0psf TPI Std: 2014 Max BC CSI: 0.561 Wind reactions based on MWFRS Load Duration:1.25 AW Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.902 AP Min Brg Width Req= 1.5 C&C Dist a:3.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Z Min Brg Width Req= - GCpi:0.18 Plate Type(s): Bearings AW,AP,&AC Fcperp=565psi. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.20 Lumber Wind Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 SP#1:T4 2x4 SP SS: Wind loads and reactions based on MWFRS. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS:B2 2x4 SP M-31: A-B 43 -37 M-N 75 -96 Webs 2x4 SP#3 Additional Notes g_C 40 -35 N-O 202 -264 Bracing Negative reaction(s)of-278#MAX.from a non-wind C-D 44 -39 O-P 170 -225 load case requires uplift connection.See Maximum D-E 46 -41 P-Q 217 -285 (a)Continuous lateral restraint equally spaced on Reactions. E-F 45 -41 Q-R 214 -281 member. See DWGS A16030ENC101014&GBLLETIN1014 for gable wind bracing and other requirements. F-G 56 -50 R-S 137 180 Special Loads G-H 156 -126 S-T 158 -205 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is H-I 99 -130 T-U 198 -255 TC:From 57 plf at 0.00 to 57 plf at 18.23 11-7-8. I-J 28 28 U-V 220 285 TC:From 28 plf at 18.23 to 28 plf at 23.52 J-K 172 -225 V-W 58 -72 TC:From 57 plf at 23.52 to 57 plf at 30.25 K-L 108 -145 W-X 106 -135 BC:From 10 plf at 0.00 to 10 plf at 18.23 L-M 165 -213 X-Y 219 -284 BC:From 5 plf at 18.23 to 5 plf at 23.52 BC:From 10 plf at 23.52 to 10 p11 at 30.25 Maximum Bot Chord Forces Per Ply(lbs) BC: 34 lb Conc.Load at 18.23,20.23,21.52,23.52 Chords Tens.Comp. Chords Tens. Comp. Plating Notes AW-AV 9 -16 AK-AJ 204 -153 All plates are 3X4 except as noted. AV-AU 13 -18 AJ-Al 205 -154 (")8 plate(s)require special positioning.Refer to AU-AT 15 -19 AI-AH 227 -171 scaled plate plot details for special positioning AT-AS 17 -21 AH-AG 228 -172 requirements. AS-AR 18 -22 AG-AF 132 -99 AR-AQ 19 -23 AF-AE 128 -96 Purlins AQ-AP 20 -25 AE-AD 128 -96 In lieu of structural panels or rigid ceiling use purlins AP-AO 25 -30 AD-AC 128 -96 to laterally brace chords as follows: AO-AN 22 -25 AC-AB 277 -209 Chord Spacing(in oc) Start(ft) End(ft) AN-AM 103 -74 AB-AA 137 -104 TC 24 0.00 30.25 AM-AL 105 -75 AA-Z 128 -98 BC 75 0.00 30.25 Apply purlins to any chords above or below fillers AL-AK 158 -116 at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. 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. 6'1 I 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /f*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use Michael G PE No.60839 KozlowskiJeffrey P PE No.58544 Arneson urra PE No.Derek 71457y Adam K Russell PE No.77693 • 72128 Ply:1 SEAN:32230/T8/GABL Cellar Residence Qty: 1 FROM: DRW: GE03 Wgt:401.8 lbs Page 2 of 2 ... / ... 02/16/2018 G-AP 49 -57 AK-O 323 -412 I-AN 890 -676 Al-Q 131 -164 K-AL 459 -352 AG-S 560 -426 Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Gables Tens. Comp. A-AW 17 -21 N-AK 233 -161 B-AV 83 -88 O-AJ 199 -141 C-AU 71 -73 P-AI 82 -51 D-AT 73 -75 Q-AH 80 -56 E-AS 77 -79 R-AG 169 -213 F-AR 68 -72 S-AF 327 -418 AQ-G 200 -105 AE-T 34 0 AP-H 400 -505 AD-U 35 -22 AO-I 445 -563 AC-V 378 -474 AN-J 357 -447 AB-W 63 -13 AM-K 256 -312 AA-X 275 -166 AL-L 167 -193 Y-Z 248 -320 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. 6114) 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 fi*/\ Tru eHo u s7 a Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE Na 71457 PE No.77693 72128 Ply:1 SEQN:28073/T44/GABL Cellar Residence Qty: 1 FROM: DRW: GE05 Wgt:168.0 lbs ... / ... 02/16/2018 10.1 9.111 19995 19.1 f1• 1101 91 I 9.17 110'1 I.-1.1113.+1.4...1 I^29•_.f I.-15'12-4 Ji. (..) 2 - K 1141 ,e5x5C M\5X5CN ) e l m „, ,p 'L ,-1i ________• ;,'IX4•N•)® s AG Pr" 13 4") AF AE AD AC AB AA 2 X W V U 13X4)") 1•5X5)"•) a2 j 19'11' 1 19'12 163'8 19'12 I-2'011I 19.2 I 181, I 19.11I I---29.1-1 (NNL) (NNL) 49'1 I.-2•-1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 J 999 240 AG 313 /104 /216 /- /321 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.011 J 999 217 T* 65 /59 /29 /- /- /233 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 L - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.012 L - - AG Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:26.31 ft Code/Misc Criteria Creep Factor:2.0 T Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.771 Bearings AG&AG Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.096 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.115 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 70 0 J-K 128 -77 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.20 B-C 458 -562 K-L 103 -66 Lumber Additional Notes C-D 95 -219 L-M 29 -70 Top chord 2x4 SP#3 See DWGS A16030ENC101014&GBLLETIN1014 for E-E 118 -187M-N 42 9 9 E-F Bot chord 2x4 SP#3:B2 2x4 SP#2: gable wind bracing and other requirements. -1511 N-O 60 11119 Webs 2x4 SP F-G 74 -115 O-P 86 -174 :Stack Chord S#3 2x4 SP#3: Stacked top chord must NOT be notched or cut in G-H 61 -85 P-Q 63 -215 :Stack Chord SC1 2x4 SP#3: area(NNL).Dropped top chord braced at 24"oc H-I 103 -69 Q-R 423 -555 intervals.Attach stacked top chord(SC)to dropped I-J 128 -77 R-S 70 0 Plating Notes top chord in notchable area using 3x4 tie-plates 24" oc.Center plate on stacked/dropped chord All plates are 3X4 except as noted. interface,plate length perpendicular to chord length. Maximum Bot Chord Forces Per Ply(lbs) Plates extending outside the truss perimeter shall be Splice top chord in notchable area using 3x6. Chords Tens.Comp. Chords Tens. Comp. positioned within the tolerance specified on the plate The overall height of this truss excluding overhang is AG-AF 317 -318 Z-Y 352 -154 placement polygon only,without use of TPI 1-2007 7-10-10. AF-AE 344 -156 Y-X 350 -153 section 3.7.2.2 alternate positioning. Steel extending AE-AD 347 -156 X-W 349 -152 above the top chord or below the bottom chord may be trimmed or folded along the outer edge of that AD-AC 349 -155 W-V 347 -151 chord. Steel extending elsewhere beyond outermost AC-AB 350 -155 V-U 343 -150 truss members may be folded. AB-AA 352 -155 U-T 4 -3 (**)10 plate(s)require special positioning.Refer to AA-Z 352 -154 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins B-AF 386 -193 U-R 381 -164 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Gable Forces Per Ply(lbs) TC 24 -2.04 21.96 Gables Tens.Comp. Gables Tens. Comp. BC 120 0.00 19.92 Apply purlins to any chords above or below fillers B-AG 109 -305 Z-K 36 -98 at 24"OC unless shown otherwise above. AF-D 75 -81 Y-L 125 -72 Wind E-AE 122 -87 X-M 99 -74 F-AD 101 -75 W-N 101 -75 Wind loads based on MWFRS with additional C&C G-AC 99 -74 V-O 121 -87 member design. H-AB 125 -72 P-U 75 -81 I-AA 51 -98 R-T 101 -305 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 u se Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 • 72128 Ply:1 SEAN:24985/T27/HIP_ Cellar Residence Qty: 2 FROM: DRW: HJ05Z Wgt:44.8 lbs ... / ... 02/16/2018 4'5"4I 6'1 1"6 4'5"4 2'6"1 D ;l 25'9"7 4.24 L/ ,3X4 C 0 o 3X4 B ih T �,_ r::: A 1 ■' .. _� • .F 22.3„ 1114X5(' ) =3X4 14X4(" I 2'10"10 II 2'6"4 I 4'1"12 6'8" 1 "6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.002 C 999 240 G 220 /303 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.004 F 999 180 E 125 /116 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - D 21 /- /33 /- /- I 1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:24.34 ft Code/Mist 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: 0.426 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psi TPI Std: 2014 Max BC CSI: 0.104 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.150 Bearing G Fcperp=565psi. CBC 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:17.02.02.1208.15 Lumber A-B 28 -23 C-D 11 -7 B-C 172 -126 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes ("")2 plate(s)require special positioning.Refer to G-F 0 14 F-E 94 111 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins B-G 309 -167 F-C 101 0 In lieu of structural panels or rigid ceiling use purlins B-F 107 95 C-E 161 138 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.89 6.95 BC 75 0.00 6.84 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MW FRS. Additional Notes The overall height of this truss excluding overhang is 3-9-15. 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. (111'1{) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /q*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru e.Ho use PE No.Michael 60839 G Kozlowski 0 39lowski PE No.58544son o58544son PE No Murray7457PEPE No.7 69311 72128 Ply:1 SEQN:24986/T11/HIP_ Cellar Residence Qty:2 FROM: DRW: HJO7 Wgt:40.6 lbs ... / ... 02/16/2018 7'2"15 9'9"5 I' 7'2"1 5 I 2'6"6 2.12 o D =3X40 T11'10"7 co I r b L'-- iN ED aL A Am _ 4 l: 1 1 010'1"2 [_ e F E III 3X4 5X5(**) I-2'10"10 I 7'1"3 2'4"6 2 7'1"3 9'5"9 9'4"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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.018 F 999 240 G 305 /100 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.063 F 999 180 E 339 /114 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 E - - D 3 /19 /12 /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.010 E - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 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: 0.310 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.395 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.078 Bearing G Fcperp=565psi. 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:17.02.02.1208.15 Lumber Additional Notes A-B 15 9 C-D 2 7 Top chord 2x4 SP#2 The overall height of this truss excluding overhang is B-C 211 -667 Bot chord 2x4 SP#2 2-0-13. Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B F 650 -203 F-E 632 204 TC:From 0 plf at -2.89 to 54 plf at 0.00 TC:From 2 plf at 0.00 to 2 plf at 9.77 Maximum Web Forces Per Ply(lbs) BC:From 0 plf at -2.89 to 4 plf at 0.00 Webs Tens.Comp. Webs Tens. Comp. BC:From 10 plf at 0.00 to 10 plf at 4.29 BC:From 2 plf at 4.29 to 2 plf at 9.77 F-C 192 0 C-E 233 -724 TC: 80 lb Conc.Load at 4.29 TC: 200 lb Conc.Load at 7.12 BC: 62 lb Conc.Load at 4.29 BC: 125 lb Conc.Load at 7.12 Plating Notes (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 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 -2.89 9.77 BC 113 0.15 9.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MW FRS. 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. � (i'l 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 G APEX Tru eHo use PE No.Michael 60839 Kozlowski Jeffrey No.58544son PE No. Murray7457PE No.77769311 " 72128 Ply:1 SEQN:24961/T69/JACK Cellar Residence Qty: 2 FROM: DRW: J01Z Wgt:8.4lbs ... / ... 02/16/2018 12 C 6 1 . 1113X4(** I I 0 23'9"15 iti N. to o HB 8"8 AI T- 1 OMNI 22'3" 1....=4_ CI) ED 1113X8(**) I- 2'0"8 _I1' -1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A 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 Pt NA Ce:NA VERT(LL):-0.000 B 999 240 E 281 /221 /280 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 15 /- /5 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - C -97 /135 /128 /- /74 /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.000 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.36 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: 0.792 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.013 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.283 Bearing E Fcperp=565psi. Spacing:24.0" p 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:17.02.02.1208.15 Lumber A-B 55 0 B-C 437 -109 Top chord 2x4 SP#2 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Plating Notes E-D 0 0 (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs) requirements. Webs Tens.Comp. Purlins B-E 950 -276 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 -2.04 1.00 BC 12 0.00 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-10-7. 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. (PTI'H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 7g*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE No.Michael 60139 owski PE No.58544son o58544son PE No.71457y APE No.7 69311 72128 Ply:1 SEAN:32219/T7/MONO • Cellar Residence Qty: 6 FROM: DRW: J02M Wgt:7.0 lbs ... / ... 02/16/2018 12 C 8 77 T T .._ 3X4(B1) B :71- ' coA MIMI gik 22'3" Mr ►go D „ 8 H_ 1 r6" H 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.019 C 865 240 B gg /19 /73 /- /52 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.032 C 700 180 D 34 /29 /27 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.013 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.016 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.96 ft Code/Misc 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: 0.165 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.153 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000 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 19 0 B-C 0 -38 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.20 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 B-D 0 0 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 -0.54 1.50 BC 16 0.15 1.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MW FRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-4-11. 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. 61H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 7g*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Michael 39 owski PE No.58 4son PE No.71457y PE No.7 69311 72128 Ply:1 SEQN:24962/T38/JACK Cellar Residence Qty:4 FROM: DRW: J03 Wgt:12.6 lbs .. / ... 02/16/2018 • 12 3 Lr C T 3X4(**) B ITH-3-10'10"12 42A X 3 C° (1) 10'1"2 E D 1 3r H 2'O"8 e.� 3' H 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):NA E 270 /178 /151 /- /58 /5.5 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 40 /30 /18 /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.002 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 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: 0.606 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.165 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 Fcperp=565psi. 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:17.02.02.1208.15 Lumber A-B 29 0 B-C 10 -23 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Plating Notes g-D 0 0 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 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 -2.04 3.00 BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-1-2. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this frau drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (111'1-1) 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 use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77893 72128 Ply:1 SEQN:24963/T68/JACK Cellar Residence Qty: 2 FROM: DRW: J03Z Wgt:14.0 lbs ... / ... 02/16/2018 C (ilip24'9"15 12 6 1113X4("*) rB288 b in TcoN <V A 1 • A� 422'3" 11.7....7:-01E► Ili D III 3X8(**) I--2'0"8 � 3' H 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 B 999 240 E 263 /214 /237 I- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 45 /- /15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - C 42 /49 /66 /- /132 /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.001 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.86 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: 0.819 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.139 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI: 0.138 Bearing E Fcperp=565psi. 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.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber A-B 55 0 B-C 228 -85 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Plating Notes E-D 0 0 (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs) requirements. Webs Tens.Comp. Purlins B-E 463 -248 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 -2.04 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-10-7. 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. � (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 1 ru eHo use PE MichaelNo. G3 Kozlowski Jeffrey No. 8544son Derek B FE No.71457y APE No.Russell • 72128 Ply:1 SEAN:24964/T62/JACK Cellar Residence Qty: 4 FROM: DRW: J05 Wgt:18.2 lbs ... / ... 02/16/2018 3 L/ C r - 11'4"12 CV CV 3X4(**) B ti 0 2 A X 1 H31_1 0'1"2 E - - D 5' F 2'0"8 1H 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):NA E 314 /179 /164 /- /76 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 62 /- /25 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 D - - C 100 /66 /34 /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL): 0.005 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code I 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: 0.648 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.272 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 Fcperp=565psi. 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:17.02.02.1208.15 Lumber A-B 29 0 B-C 24 -44 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Plating Notes B-D 0 0 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 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 -2.04 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-7-2. 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. (111'14) 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 Tru eHo u se Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77693 72128 Ply:1 SEQN:24965/T36/EJAC • Cellar Residence Qty: 14 FROM: DRW: J05Z Wgt:22.4 lbs ... / ... 02/16/2018 C h _ 25'9"15 6 12 r-- 1113X4(")B `-ro T eir v HB 4'8"8 A I, 1 • �1 22 3" E►'-7-4 D III3X8(") I—2'0"8 I- 5 "I 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL):-0.000 B 999 240 E 312 /261 /262 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 75 /- /25 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - C 114 /40 /57 /- /191 /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.002 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:24.36 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: 0.822 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.393 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI:0.147 Bearing E Fcperp=565psi. 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.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber A-B 55 0 B-C 250 -92 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Plating Notes E-D 0 0 (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs) requirements. Webs Tens.Comp. Purlins B-E 492 -287 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 -2.04 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang Is 3-10-7. 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. (IT'FI) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer %' i\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-914.821.5200 APEX Tr u eHo u se Michael 0 Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE Na.71457 PE No.77693 • 72128 Ply:1 SEAN:24966/T70/EJAC Cellar Residence Oty:4 FROM: DRW: J07 Wgt:25.2 lbs ... / ... 02/16/2018 12 C 3 � T co 11'10"12 N N 3X4(") B N N 42 A NH_10'1"2 E D 2'0"8 I 7' H 7' 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 Lidefl IJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA E 370 /192 /184 /- /94 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 92 /- /36 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 D - - C 153 /100 /50 /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.020 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 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: 0.906 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.590 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000 Bearing E Fcperp=565psi. 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:17.02.02.1208.15 Lumber A-B 29 0 B-C 37 -58 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Plating Notes B-D 0 0 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 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 -2.04 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-1-2. 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. 6i) 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 use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77693 72128 Ply:1 SEAN:28079/T28/MONO • Cellar Residence Qty: 9 FROM: DRW: JO7M Wgt:29.4 lbs ... / ... 02/16/2018 1113X4(** C , 4 12 i� SD CV ch 3X4(**)B 1■ 43g( 10'1"2 A � _E-S- III 4X5(**? 1---- 2'0"8 1 610 8 I 6'1 0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A 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 B 369 /143 /249 /- /122 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 197 /102 /113 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL): 0.015 D - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc 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: 0.701 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.520 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.331 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 38 0 B-C 23 -84 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.20 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#3 Webs 2x4 SP#3 B-D 26 -40 Plating Notes Maximum Web Forces Per Ply(lbs) (**)3 plate(s)require special positioning.Refer to Webs Tens.Comp. scaled plate plot details for special positioning C-D 316 -151 requirements. 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 -2.04 6.88 BC 81 0.15 6.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MW FRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-7-11. 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. (Tri-1) 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 fi*/\ Tru eHo u se Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77693 • 72128 Ply:1 SEQN:24968/T63/JACK Cellar Residence Qty: 1 FROM: DRW: J08 Wgt:12.6 lbs ... / ... 02/16/2018 12 D 6 �� 23'9"15 03X4 C N 5X5(**) B . o N AWil r--, � 1� 22'3" ►. 1) ►� E rr$_�_ 2'6"2r6 2'6rr 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):NA B 118 /28 /76 /- /60 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA E 35 /- /14 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 C - - D 63 /52 /39 /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.004 C - - Wind reactions based on MW FRS NCBCLL:10.00 Mean Height:23.36 ft Code I 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: 0.225 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.074 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.056 Bearing B Fcperp=565psi. 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:17.02.02.1208.15 Lumber A-B 12 -2 C-D 31 -63 B-C 134 -200 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Plating Notes B-E 2 -2 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 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 -0.54 2.50 BC 30 0.00 2.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-10-7. 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. (111'.11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /f*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo u se Michael B Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 72128 Ply:1 SEAN:24969/T43/JACK • Cellar Residence Qty: 1 FROM: DRW: J09 Wgt:18.2 lbs ... / ... 02/16/2018 D 24'9"15 6 12 N 3X40 N 5X5(**)B A I� 11= • 22'3" ►� E „8 4 6„ 4'6" 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 B 182 /43 /110 /- /101 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA E 64 /- /27 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 C - - D 114 /88 /69 /- /- /1.5 Des Ld: 32.00 EXP:D - HORZ(TL): 0.030 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.86 ft Code I 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: 0.669 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.275 D Min Brg Width Req= - MWFRS Parallel Dist:h/2 to h RepFactors Used:Yes Max Web CSI: 0.268 Bearing B Fcperp=565psi. 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:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 12 -2 C-D 54 -105 Top chord 2x4 SP#3 B C 683 822 Bot chord 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Plating Notes B E 2 -2 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 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 -0.54 4.50 BC 54 0.00 4.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-10-7. NOTES: 6.11) 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. 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 Af*'` 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 • 72128 Ply:1 SEQN:24970/T66/JACK Cellar Residence Qty: 1 FROM: DRW: J10 Wgt:11.2 lbs ... / ... 02/16/2018 C 6 ••• 1 �� 24'3"15 00 :04.00002 r)B l' t-43- T - � � N 'v HB 1'8"8 b iA , 1,„_ I. �11 22'3" ►E4 ED III X8(**) 2'0"8 I 2H 2. 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 Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 B 999 240 E 251 /202 /237 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 30 /- /10 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - C -7 /71 /80 /- /103 /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.001 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.61 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: 0.794 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.058 C Min Brg Width Req= - Spacing:24.0" MW FRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.239 Bearing E Fcperp=565psi. 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:17.02.02.1208.15 Lumber A-B 55 0 B-C 376 -87 Top chord 2x4 SP#2 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Plating Notes E-D 0 0 (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs) requirements. Webs Tens.Comp. Purlins B-E 803 -241 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 -2.04 2.00 BC 24 0.00 2.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-4-7. 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. (111'1.1) 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 T�'ueHouse Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 72128 Ply:1 SEQN:24971/T65/JACK Cellar Residence Qty: 1 FROM: DRW: J11 Wgt:18.2 lbs ... / ... 02/16/2018 C ocipt253"15 6 12 t 1113X4(**)B 0 HB 3'8"8 A • g( 22'3" E ►_� D 1113X8(**) 2'0"8 _I. 4' 4' • Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/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):-0.000 B 999 240 E 285 /236 /248 I- l- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 60 /- /20 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - C 80 /36 /60 /- /161 /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.001 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:24.11 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: 0.821 D Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2014 Max BC CSI: 0.251 C Min Brg Width Req= - Load Duration:1.25 P Bearing E Fcperp=565psi. Spacing:24.0" MW FRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.141 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:17.02.02.1208.15 Lumber A-B 55 0 B-C 237 -88 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Plating Notes E-D 0 0 (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs) requirements. Webs Tens.Comp. Purlins B-E 474 -265 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 -2.04 4.00 BC 48 0.00 4.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MW FRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-4-7. 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. 6:14) 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 TrueHouse PE No.Michael 08391owskiJeffrey No 58544son FEPE No. Murray7457PE No.77769311 72128 Ply:1 SEQN:24972/T50/SPEC Cellar Residence Qty: 8 FROM: DRW: PB01 Wgt:8.4 lbs ... / ... 02/16/2018 1'7"3 3'2"6 $„9 10"10 { 2'5"13 8 8H F 10"10� 12 T 8 V Cow3X4(**) co �101o T s I, A M-` E ms ' "ATO 1- 1'9„4 1 ;"9 1 1- 2'5'1 I 8"96-I I" 8119-I- Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or'=PLF 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):-0.000 999 240 A 17 /21 /17 /- /32 /5.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 C 999 180 B* 75 /60 /42 /- /- /21.3 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 - - E 17 /21 /11 /- /- /5.9 Des Ld: 32.00 EXP:D HORZ(TL):0.000 - - Wind reactions based on MW FRS NCBCLL:0.00 Mean Height:33.69 ft Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.017 B Min Brg Width Req= - Load Duration:1.25 BCDL:2.0 psf TPI Std: 2014 Max BC CSI: 0.012 E Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearings A,B,&E 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:17.02.02.1208.15 Lumber A-B 39 -36 C-D 40 -37 Top chord 2x4 SP#3 B-C 40 37 D-E 15 -9 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. All plates are 3X4(B1)except as noted. B-D 23 -9 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 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 -0.48 2.25 BC 18 0.15 1.63 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MW FRS with additional CAC member design. Additional Notes The overall height of this truss excluding overhang is 1-1-1. 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. (1Fi) 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 Tr u 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 72128 Ply:1 SEQN:32180/T29/HIPS • Cellar Residence Qty: 1 FROM: DRW: T04 Wgt:198.8 lbs ... / ... 02/16/2018 5'I8'3"8 14'3"8 20'3"8 26'3"8 29'7" 34'7" I 3'3"8 I 6' I 6' I 6' I 3'3"8 I 5' I 5' 12 =_5X5(") =4X5 =5X7('") w T3 3X4 w4GX5 --.5X1.7(**)--.5X1.7(**)) 6 2 C D T2 E F T 0 R 06X6(••)B i/ /\/\/\/\ ` 16X6(..) Im 1 1 A �� ,`J 4)22'3" 1113 8'(") 6X10( ") .H0514(**)0 atN3X4 =H0514(") =6X10(") 1113X8(") A 34'7 1 1,2'0"8 I 5'1"12 I_ 6'1"12 6' I 6' I 6'1"12 I 5'1"12 12'0"8 I 5'1"12 11'3"8 17'3"8 23'3"8 29'5"4 347" 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): 0.401 N 999 415 Q 2324 /785 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.888 N 644 415 K 2324 /785 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.098 K - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL): 0.158 K - - Q Min Brg Width Req= 2.7 NCBCLL:10.00 Mean Height:24.36 ft Code/Misc Criteria Creep Factor:2.0 K Min Brg Width Req= 2.7 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.984 Bearings Q&K Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.949 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.833 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.46 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 55 -41 F-G 1301 -4965 Wind Duration:1.60 WAVE,HS VIEW Ver:17.02.02.1208.20 B-C 969 -3279 G-H 828 -2915 Lumber Purlins C-D 827 -2914 H-I 969 -3279 D-E 1301 -4963 I-J 55 -41 Top chord 2x4 SP#2:T2 2x4 SP#1: In lieu of structural panels or rigid ceiling use purlins E-F 1474-5703 :T3 2x4 SP SS: to laterally brace chords as follows: Bot chord 2x4 SP#1:82 2x4 SP SS: Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3:W2 2x4 SP#2: TC 24 -2.04 36.63 Maximum Bot Chord Forces Per Ply(lbs) BC 63 0.00 34.58 Chords Tens.Comp. Chords Tens. Comp. Special Loads Apply purlins to any chords above or below fillers (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) at 24"OC unless shown otherwise above. Q-P 22 -8 N-M 5577 -1506 TC:From 56 plf at -2.04 to 56 plf at 5.00 P-O 4130 -1152 M-L 4128 -1151 TC:From 28 plf at 5.00 to 28 plf at 29.58 O-N 5573 -1504 L-K 21 8 TC:From 56 plf at 29.58 to 56 plf at 36.63 BC:From 4 plf at -2.04 to 4 plf at 0.00 Maximum Web Forces Per Ply(lbs) BC:From 10 plf at 0.00 to 10 plf at 5.01 Webs Tens.Comp. Webs Tens. Comp. BC:From 5 plf at 5.01 to 5 plf at 29.57 BC:From 10 plf at 29.57 to 10 plf at 34.58 B-Q 792 -2304 N-F 196 0 BC:From 4 plf at 34.58 to 4 plf at 36.63 B-P 2906 -825 F-M 319 -953 TC: 135 lb Conc.Load at 5.01,29.57 C-P 1119 -257 M-G 1302 -233 TC: 114 lb Conc.Load at 7.06,9.06,11.06,13.06 P-D 492-1842 G-L 490 -1838 15.06,17.06,17.52,19.52,21.52,23.52,25.52,27.52 D-O 1297 -231 L-H 1116 -255 BC: 200 lb Conc.Load at 5.01,29.57 O-E 317 -948 L-I 2907 -826 BC: 75 lb Conc.Load at 7.06,9.06,11.06,13.06 15.06,17.06,17.52,19.52,21.52,23.52,25.52,27.52 E-N 203 0 I-K 792 -2304 Plating Notes (**)11 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 3-10-7. 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. 61111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 7� Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ■ UO■ e Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APE X {,(er-j �,(a PE No.60839 PE No.58544 PE No.71457 PE No.77693 • • 72128 Ply:1 SEAN:32176/T30/HIPS Cellar Residence Qty: 1 FROM: DRW: T05 Wgt:207.2 lbs / ... 02/16/2018 7' 10'7"8 17'3"8 23'11"8 27'7" 34'7" I 7' I 37'8 I 6'8" I 6'8" I 37"8 I 7' -I e5X5("") m3X4 m5X5("") m3X4 4•5X5("") C D E F G 12 T 6 0 v 04X5 BO /\/\/\ H 14X5 I A I It 022'3" • N M L K J 113X8("") =6X8(") ME 5X5(—) 5X5("") =6X8("") 1113X8("") A 34'7" A 120"8I x192 I 6'9"12 6'8" 6'9.12 I x1"12 I20"8I 7'1"12 13'11"8 20'7"8 27'5"4 34'7" 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): 0.156 E 999 415 0 1258 /538 /626 /- /173 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.352 E 999 415 J 1258 /538 /626 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.040 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.065 J - - 0 Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:24.86 ft Code I Misc Criteria Creep Factor:2.0 J Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.783 Bearings 0&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.978 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.706 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.46 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 55 0 E-F 1351 -2014 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.20 B-C 1033 -1662 F-G 1030 -1420 Lumber C-D 1029 -1420 G-H 1034 -1662 Top chord 2x4 SP#2 D-E 1351 -2014 H-I 55 0 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes 0-N 191 -190 L-K 1819 -1011 ("")9 plate(s)require special positioning.Refer to scaled plate plot details for special positioning N-M 1819 -995 K-J 47 39 requirements. M-L 2160 -1214 Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: B-O 918 -1226 E-L 210 -302 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.04 36.63 B-N 1374 -741 L-F 382 -162 BC 73 0.00 34.58 C-N 414 -214 F-K 453 -660 Apply purlins to any chords above or below fillers N-D 453 -660 K-G 414 -214 at 24"OC unless shown otherwise above. D-M 382 -162 K-H 1374 -741 • M-E 210 -302 H-J 915 -1226 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-10-7. 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 %f*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 - APEX Tru eHo use PE No. Michael 6G Kozlowski3gJeffrey No.58544son o58544son Derek PE No.71457y PE No.Russell 693 72128 Ply:1 SEQN:32172/T34/HIPS • Cellar Residence Qty: 1 FROM: DRW: T06 Wgt:214.2 lbs ... / ... 02/16/2018 9'II 13'3"8 , 21'3"8 I 25'7" I 347" 9' 4'3"8 8' 4'3"8 9' ;5X7('") T2 D m5XT3 = 5("") 5X7("") C Em 3X4 F 1.- 12 S 1t s V 0 0.4X5 B /\/\ G 4X5 a) (a) A H 1 1 2Z3" M L K J PlI 1113X8("") .6X8(**) m 5X7("") -.6X8(**) 1113X8("") 1 347. I 2'0"851"12 51"12 51"12 9'1"12 2'0"8 I- 9'1"12 I 1T3"8 I 25'5"4 I- 34'7" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.136 K 999 415 M 1351 /534 /636 /- /204 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.288 K 999 415 I 1352 /534 /636 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.036 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.057 G - - M Min Brg Width Req= 1.6 NCBCLL:10.00 Mean Height:25.36 ft Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 1.6 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max IC CSI: 0.971 Bearings M&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.976 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.973 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.46 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 55 0 E-F 1045 -1565 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.20 B-C 1025 -1847 F-G 1025 -1848 Lumber Additional Notes C-D 1045 -1564 G-H 55 0 Top chord 2x4 SP SS:T2,T3 2x4 SP#2: The overall height of this truss excluding overhang is D-E 1182 -1945 Bot chord 2x4 SP#2 5-10-7. Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing M-L 250 -236 K-J 1878 -901 (a)Continuous lateral restraint equally spaced on L-K 1876 -890 J-I 89 -67 member. Plating Notes Maximum Web Forces Per Ply(lbs) ("")8 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning B-M 919-1315 K-E 280 51 requirements. B-L 1475 -677 E-J 336 -526 Purlins C-L 396 -151 J-F 400 -154 L-D 334 -523 J-G 1475 -678 In lieu of structural panels or rigid ceiling use purlins D-K 283 48 G-I 916 -1315 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.04 36.63 BC 86 0.00 34.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 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. (11-11) 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 TrueHouse PE Michael 39lowski PE No.58544son o58544son PE No Murray1457APE No.78769311 • 72128 Ply:1 SEAN:32168/T37/HIPS Cellar Residence Qty: 1 FROM: DRW: T07 Wgt:221.2 lbs ... / ... 02/16/2018 6'10'13I 11' I 17'3'8 I 237" , 27'8'3 , 34'7" 6'10"13 4'1'3 6'3"8 6'3"8 4'1'3 610"13 05X5("') 1113X4 m5X5("') D E F \ ALm3x4X5l 1:1 12 6N to4X5 B1 en �2r3 M M CD L 0 K J 1113X8(") =6X8(") 56X8(") m6X8(") 1113X8(") A 34'7' 1 2'0"8 6'1013 10'4"11 10'411 6'1013 2'0"8 6'10'13 I 17'3"8 I 27'8"3 I 34'7" 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.132 E 999 415 N 1421 /530 /642 /- /235 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.269 E 999 415 J 1422 /530 /642 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.032 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.048 C - - N Min Brg Width Req= 1.7 NCBCLL:10.00 Mean Height:25.86 ft Code/Misc Criteria Creep Factor:2.0 J Min Brg Width Req= 1.7 Soffit: 2.00 TCDL:4.2 psi Bldg Code: FBC 2017 RES Max TC CSI: 0.768 Bearings N&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.970 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.660 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.46 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 55 0 E-F 1105 -1841 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.20 B-C 1010-1971 F-G 1178 -1943 Lumber C-D 1178-1941 G-H 1010 -1972 D-E 1105-1841 H-I 55 0 Top chord 2x4 SP#2 Bot chord 2x4 SP#2:B2 2x4 SP#1: Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes N-M 246 -250 L-K 1524 -646 (")7 plate(s)require special positioning.Refer to scaled plate plot details for special positioning M-L 1524 -614 K-J 33 26 requirements. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-N 904 -1410 L-F 521 -201 to laterally brace chords as follows: B-M 1674 -743 F-K 343 -208 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.04 36.63 C-M 348 -323 K-G 348 -323 BC 115 0.00 34.58 M-D 341 -207 K-H 1675 -744 Apply puffins to any chords above or below fillers D-L 522 -201 H-J 902 -1411 at 24"OC unless shown otherwise above. E-L 321 -382 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-10-7. 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. 611) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 7q*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell ru eHo use PE No.60839 PE No.58544 PE No.71457 PE No.77693 72128 Ply 1 SEQN:32164/T40/HIPS • Cellar Residence Qty: 1 FROM: DRW: T08 Wgt:218.4 lbs ... / ... 02/16/2018 6'10"10I 13' I 21'7" I 27'8"6 I 347" 6'10"10 6'1"6 87' 6'1"6 6'10"10 _5XD7(-.) T3 e:5X7("') E 12 6 05X5("")C F 145X5 ) (a) 04X5 B G\4X5 i T A + H 1 1 , !i1 273" NI M L K J I 1113X8(") m4X5 =6X8("") m5X5(`") =5X5 1113X8("") A 34'7" 1 2'0"8 , 6'9"1I 6'4"11 I 8'5"4 I 6'2"15 I 6'9"1 , 70"8 6'9"1 13'1"12 217' 2T9"15 34'7" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI 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): 0.102 K 999 415 N 1326 /526 /642 /- /266 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.219 K 999 415 I 1344 /526 /642 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.033 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.052 I - - N Min Brg Width Req= 1.6 NCBCLL:10.00 Mean Height:26.36 ft Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 1.6 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.762 Bearings N&I Fcperp=565psi. 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: 0.643 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.46 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 55 0 E-F 995 -1635 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.20 B-C 988 -1761 F-G 988 -1789 Lumber Additional Notes C-D 992-1592 G-H 55 0 Top chord 2x4 SP#2:T3 2x4 SP#1: The overall height of this truss excluding overhang is D-E 978 -1365 Bot chord 2x4 SP#2 7-10-7. Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing N-M 279 -279 K-J 1534 -749 (a)Continuous lateral restraint equally spaced on M-L 1508 -709 J-I 46 -25 member. L-K 1398 -577 Plating Notes (**) plate(s) q specialpositioning. Maximum Web Forces Per P (Ibis) 8 late s require ositionin Refer to Ply scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. B-N 902 -1291 E-K 345 -86 Purlins B-M 1471 -724 K-F 215 -221 M-C 157 -179 F-J 157 -192 In lieu of structural panels or rigid ceiling use purlins C-L 216 -235 J-G 1496 -724 to laterally brace chords as follows: D-L 315 -87 G-I 899 -1308 Chord Spacing(in oc) Start(ft) End(ft) L-E 160 -250 TC 24 -2.04 36.63 BC 100 0.00 34.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 6r 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. 1I 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 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 • ' 72128 Ply:1 SEAN:32158/T41/HIPS Cellar Residence Qty: 1 FROM: DRW: T09 Wgt:242.9 lbs ... / ... 02/16/2018 6'10'10 12295 15 1T3"8 197" 22'4'1 27'8"6 t, 34'T 6'10'10 I 5'4'5 II I 2'3'8) 2'3'8( 25'1 5'4•5 6'10"10 05X7(**) 114X44 5X7(") 83X4eeee. H*813X412 6 05X5(")C 1%5X5("") o (a) (a) io 84X5 B / 4X5,T AK 1 -•■ .� �- _022'3" Q P O N M L 113X8(••) 05X5 -.5X5(") -3X8 =5X5(") m5X5 1113X8(") I 347' I 2081 65'1 I 5'2'5 I 5'4'1 I 5'4'1 I 5'2.5 I 69'1 12'0"8 691 11'11'7 17'3'8 227'9 27'9"15 347' 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 Cf: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): 0.141 0 999 415 R 1344 /374 /638 /- /296 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.299 0 999 415 L 1345 /374 /638 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.040 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.063 D - - R Min Brg Width Req= 1.6 NCBCLL:10.00 Mean Height:26.86 ft Code I Misc Criteria Creep Factor:2.0 L Min Brg Width Req= 1.6 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.618 Bearings R&L Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.986 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.622 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.46 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 55 0 F-G 866 -1194 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.20 B-C 964-1800 G-H 917 -1341 Lumber Additional Notes C-D 990-1641 H-I 990 -1642 Top chord 2x4 SP#2:T3 2x6 SP SS Dense: The overall height of this truss excluding overhang is E-E 917-1394 J-K 55 0 .-J 964 -1800 E-F 866-119 4 Bot chord 2x4 SP#2 8-10-7. Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on R-Q 309 -310 O-N 1387 -575 member. Q-P 1544 -687 N-M 1544 -726 Plating Notes P-O 1387 -538 M-L 42 -26 (")8 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs) requirements. Webs Tens.Comp. Webs Tens. Comp. Purlins B-R 895-1311 F-O 634 -357 B-Q 1511 -700 H-N 275 -110 In lieu of structural panels or rigid ceiling use purlins Q-C 154 -179 N-I 201 -234 to laterally brace chords as follows: C-P 200 -234 I-M 154 -178 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.04 36.63 P-D 274 -110 M-J 1512 -701 BC 115 0.00 34.58 D-O 273 -395 J-L 893 -1312 Apply purlins to any chords above or below fillers 0-H 273 -396 at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 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. /f*/\ 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 Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77693 72128 Ply:1 SEQN:32150/T33/HIPS • Cellar Residence Qty: 1 FROM: DRW: T10 Wgt:252.0 lbs ... / ... 02/16/2018 4'9" 99.8 149"12 18'6" 239"329'0"10 36'1" I 4'9" 4'9"8 I 4'9"4 I 47'4 { 5'3"3 I 5'3"7 I 7'0"6 G 3X4F H 3X4 12 0 6 00 r 03X4E o __(a) D T4 i3X4C Jg4x5 1 22'3" R 0 P 0 N M L 1113X4 =3X4 =3X8 E5X5 113X8(") 1 36'1" 1 n 4 7"8 I 4 7"8 I 4 9"4 I_ 10'0"7 I 5'3.3 I 6'9"1 12'0"8 4'7"8 9'3" 14'0"4 24'0"11 29'3"15 36'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udetl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.130 P 999 409 B* 666 /183 /302 /- /173 /23.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.279 P 999 409 L 1383 /376 /640 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.048 L - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL): 0.075 L - - B Min Brg Width Req= - NCBCLL:10.00 Mean Height:27.36 ft Code/Misc Criteria Creep Factor:2.0 L Min Brg Width Req= 1.6 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.700 Bearings B&L Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.978 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.601 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.61 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 12 -3 F-G 916 -1404 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.20 B-C 1159-2087 G-H 904 -1412 Lumber Additional Notes C-D 1099-2041 H-I 974 -1718 D-E 1099-1997 I-J 948 -1861 Top chord 2x4 SP#1:T3,T4 2x4 SP#2: The overall height of this truss excluding overhang is E-F 1015 -1736 J-K 55 0 Bot chord 2x4 SP#2 9-10-7. Webs 2x4 SP#3 :Lt Slider 2x4 SP#2:BLOCK LENGTH= 2.000' Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on B-R 3569 -1741 O-N 1464 562 member. R-0 17:: -874 N-M 1598 -704 Q-P 1730 -747 M-L 44 -28 Plating Notes P-0 1488 -551 All plates are 5X5(")except as noted. 7 plate(s)require special positioning. Maximum Web Forces Per Ply(lbs) O p q p Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning requirements. R-D 117 -135 0-H 354 -481 Purlins D-Q 144 -106 H-N 258 -97 Q-E 180 -59 N-I 187 -213 In lieu of structural panels or rigid ceiling use purlins E-P 285 -358 I-M 149 -186 to laterally brace chords as follows: P-F 363 -180 M-J 1564 -677 Chord Spacing(in oc) Start(ft) End(ft) F-O 409 -562 J-L 890 -1349 TC 24 -0.54 38.13 G-O 937 -577 BC 101 0.00 36.08 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 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. (IrrH) 2.Apex Technology is a fictitious name owned by Jan Apex Technology Inc.,Florida Corporation. Florida Engineer /gt\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Tru House Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77693 ' 72128 Ply:1 SEQN:32255/T35/SPEC Cellar Residence Qty: 1 FROM: DRW: T11 Wgt:236.6 lbs ... / ... 02/16/2018 8'4"10 13'9"1318'9"8 23'9'7 29'0.10 361" 8'4'10 I 5'5"3 I 4'11'11 I 4'11'15 I 5'3'3 I 7'0'6 Fm5X5("') s 3X4E '`G'45X5('") 12 6 n ' /********** P 055X5(")D 5X5(") m =5x7('•)B4X4C 1 "4 T A ._; =: J T) i 7 idIi4X5 ; ;;� 1 22'3' P 0 N M L M3X4 =-5X5("') =3X8 w5X5(") =5X5 IN3X8('") 1 361" j Ft6"8 8'4'13 I 5'1'7 I 5'3'3 I 5'3'3 I 5'3'3 I 65'1 12'0'8 1 8'4"13 13'6"5 18'9"8 24'0'11 29'3'15 36'1' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A 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): 0.152 C 999 433 B 1293 /360 /588 /- /342 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.351 C 999 433 K 1394 /385 /647 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.077 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL): 0.120 C - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:27.43 ft Code/Misc Criteria Creep Factor:2.0 K Min Brg Width Req= 1.6 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.906 Bearings B&K Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.978 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.837 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.61 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 12 -3 F-G 935 -1438 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.20 B-C 1628-2721 G-H 1003 -1740 Lumber Additional Notes C-D 1178 -2219 H-I 974 -1882 Top chord 2x4 SP#2:T1 2x4 SP#1: The overall height of this truss excluding overhang is E-E 1943 -1436 I-J 55 0 E-F 943 -1436 Bot chord 2x4 SP#2 10-0-3. Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on B P 1911 -892 N-M 1483 586 member. P-O 1910 -892 M-L 1617 -727 0-N 1558 -606 L-K 44 -28 Plating Notes (**)8 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. P-D 223 0 G-M 253 -96 Purlins D-0 376 -467 M-H 186 -213 In lieu of structural panels or rigid ceiling use purlins O-E 404 -211 H-L 153 188 to laterally brace chords as follows: E-N 409 -584 L-I 1582 701 Chord Spacing(in oc) Start(ft) End(ft) F-N 937 -561 I-K 905 -1361 TC 24 -0.54 38.13 N-G 343 -475 BC 99 0.00 36.08 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 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. � � (9}1 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 72128 Ply:1 SEQN:32154/T39/COMN • Cellar Residence Qty: 1 FROM: DRW: T11A Wgt:235.2 lbs ... / ... 02/16/2018 I 70"9 I 12'2"11 I 17.3"8 I 22'4"1 I ' 6 278" I 3347" I 7'0"9 5'2"2 5'0"13 5'0"9 5'4"5 6'10"10 0.5X5(—) 12 05X51"")C" E4a3X4 6 c 03X48 F>5X5("") .x 04X5("")A Gl4X5 " _ 1 W■ ■ 22' 3" OiiN Ni L K J 113X8("") .5X5 m5X5(") =3X8 w5X5("") .5X5 113X8(") 1 34'7" 1 6'9"1 5'2"5 5'4"1 5'4"1 5'2"5 6'9"1 2'0"8 I 6'9"1 I 11'11"7 I 17'3"8 I 227"9 I 27'9"15 I 34'7" I 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): 0.111 L 999 415 0 1218 /346 /514 /- /305 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.236 L 999 415 I 1348 /381 /627 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.033 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL): 0.052 I - - 0 Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:27.43 ft Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 1.6 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.836 Bearings 0&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.992 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.927 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.46 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 972-1821 E-F 948 -1653 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.20 B-C 983-1661 F-G 923 -1803 Lumber Additional Notes C-D 888-1339 G-H 55 0 D-E 876-1340 Top chord 2x4 SP#2 The overall height of this truss excluding overhang is Bot chord 2x4 SP#2 10-0-3. Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing O-N 329 -328 L-K 1406 -543 (a)Continuous lateral restraint equally spaced on N-M 1570 -715 K-J 1546 -685 member. M-L 1409 -530 J-I 44 -27 Plating Notes ("")8 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. A-O 704 -1185 L-E 345 -485 Purlins A-N 1513 -706 E-K 261 -100 N-B 154 -178 K-F 189 -217 In lieu of structural panels or rigid ceiling use purlins B-M 244 -244 F-J 146 178 to laterally brace chords as follows: M-C 278 -138 J-G 1511 -658 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 36.63 C-L 348 -489 G-I 873 -1315 BC 110 0.00 34.58 D-L 849 -511 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: f 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. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Flonda Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Tru eHo use usse PE No.l 60839 PE PE No 58544effrey P son PE No. Murray7457PE No.7Adam K7769311 APEX • 72128 Ply:3 SEQN:24987/T5/COMN Cellar Residence Qty: 1 FROM: DRW: T12 Wgt:924.0 lbs ... / ... 02/16/2018 3'7"11 I 7'2"8 I 10'7"12 i 14'1"8 I 17'3"8 I '"20'5"8 I '" 23'11"4 I 27'4"8 I 30'11"5 I 347" 3'7"11 3'6"13 3'5"4 3'5"12 3'2" 32 3 3'5"4 3'6"13 3'7"11 F_6X6(..) Nii- 04X8 E C'.44X8 12 6 f 5X5(•.)U W11 H.45X5(..) C I .48X12(") /8X12(-) B J (I) T" 4 4� I� 113X4('•) 113X4(•") T r Ave(a) la) W1 1 ■ i ■ 22'3- V 1110X12(•') U T S R a P O N M "IL W 4X4 =6x8(••) .5X5 8X8 •5X5 ;a8X8(•-) m4X4 1110x12("") A 347" A 37"4I 3'3"12 I 3'5"8 I 3'5"8 i 3'5"8 I 3'5"8 I 3'5"8 I 3'5"8 I 3'3"12 I 3'7"4 3'7"4 6'11" 10'4"8 13'10" 17'3"8 209" 24'2"8 27'8" 30'11"12 347" 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): 0.298 R 999 415 V 11681/6828 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.650 R 875 415 W 11642/6913 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.096 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL): 0.153 C - - V Min Brg Width Req= 4.2 NCBCLL:0.00 Mean Height:27.94 ft Code/Misc Criteria Creep Factor:2.0 W Min Brg Width Req= 4.2 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.901 Bearings V&W Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.605 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.841 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.46 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 150 -247 F-G 2545 -4314 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 3402-5811 G-H 2930 -4956 Lumber Plating Notes C-D 3243-5529 H-I 3264 -5512 D-E 2930-4982 I-J 3433 -5791 Top chord 2x4 SP#2 All plates are 3X4 except as noted. E-F 2545 -4314 J-K 152 -246 Bot chord 2x6 SP SS Dense (I)-plates so marked were sized using 0% Webs 2x4 SP#3:W1 2x6 SP#2: Fabrication Tolerance, 0 degrees Rotational :W2,W11 2x4 SP#2: Tolerance,and/or zero Positioning Tolerance. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (")11 plate(s)require special positioning.Refer to (a)Continuous lateral restraint equally spaced on scaled plate plot details for special positioning V-U 4719 -2756 0-P 4372 -2581 member. requirements. U-T 4733-2764 P-O 4879 -2885 T-S 5170-3024 0-N 5153 -3051 Nailnote Purlins S-R 4894 -2868 N-M 4718 -2797 Nail Schedule:0.131"x3",min. In lieu of structural panels or rigid ceiling use purlins R-0 4393 -2581 M-L 4703 -2788 Top Chord: l1 Row @12.00"3",mmnails to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Bot Chord:2 Rows @ 5.00"o.c.(Each Row) TC 24 0.00 34.58 Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. BC 120 0.00 34.58 Webs Tens.Comp. Webs Tens. Comp. Repeat nailing as each layer is applied.Use equal Apply purlins to any chords above or below fillers spacing between rows and stagger nails in each rowat 24"OC unless shown otherwise above. A-V 105 -164 0-G 819 -1363 to avoid splitting. V-B 3343 -5727 G-P 1529 -899 12"o.c.spacing of nails perpendicular and parallel to Additional Notes B-U 625 -337 P-H 609 -1013 grain required in area over bearings greater than 12" B-T 588 -348 H-0 1076 -628 The overall height of this truss excluding overhang is T-C 384 -196 0-I 248 -406 Special Loads 10-0-3. C-S 233 -411 I-N 379 -213 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) S-D 1057 -586 N-J 585 -342 TC:From 56 plf at 0.00 to 56 plf at 34.58 D-R 572 -996 M-J 624 -353 BC:From 5 plf at 0.00 to 5 plf at 34.58 R-E 1594 -898 J-L 3382 -5708 BC:1251 lb Conc.Load at 2.06,4.06,6.06,8.06 E-0 819 -1420 K-L 106 164 10.06,12.06,14.06 F-Q 3726 -2177 BC:1247 lb Conc.Load at 16.15,16.65,18.65,20.65 22.52,24.52,26.52,28.52,30.52,32.52 Wind Wind loads and reactions based on MWFRS. 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'}{) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /g /\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use PE No.Michael 0839lowski PE No.58544son o58544son PE No. Murray7457APE No.7 69311 72128 Ply:1 SEQN:24980/T42/SPEC • Cellar Residence Qty: 10 FROM: DRW: T13H Wgt:217.0 lbs ... / ... 02/16/2018 4'11'2 I 15'6'12 I 25'0'2 I 30'3' I I 4'11'2 10'7'10 10'76 4'5'16 - °.44X4(") T3 12 /5X71•')0 #4161 Il16. E.45x7)") 8 V alD0 •- e F d r. WS 0/6X5(") 4k455(")n T I -� _ 11 �: 22.3- N M L K J I H 1H0310)") .8X8(") .5X5(") .4X4 .8X8(") 11H0310(") 1 30'3' 1 67'10 4'11'2 6' 1'60.1`` 4'11'2 4'5'14 4'76 I 4'7'10 I 9'6'12 I 15'6'12 46'7.10 21'6'12 I 26'0'10 I 30'3' 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): 0.294 L 999 363 N 1231 /720 /478 /- /363 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.673 L 771 363 H 1247 /723 /462 /- /- /- BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.235 K - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL): 0.344 K - - N Min Brg Width Req= - NCBCLL:10.00 Mean Height:29.04 ft Code I Misc Criteria Creep Factor:2.0 H Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.573 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.870 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.450 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 866 -1466 D-E 357 -457 GCpi:0.18 Plate Type(s): B-C 930-1533 E-F 928 -1512 Wind Duration:1.60 WAVE,HS VIEW Ver:17.02.02.1208.15 C-D 353 -453 F-G 748 -1257 Lumber Additional Notes Top chord 2x4 SP#1:T3,T4 2x4 SP#2: The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 SP SS Dense:B3 2x4 SP#2: 11-11-11. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W5 2x4 SP#2: N-M 360 -369 K-J 1203 -495 Plating Notes M-L 1182 -668 J-I 1022 -545 L-K 1203 -495 I-H 13 -14 All plates are 3X4 except as noted. (")10 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning requirements. Webs Tens.Comp. Webs Tens. Comp. A-N 732 -1189 O-E 704 -901 Purlins A-M 1182 -621 E-J 403 -68 In lieu of structural panels or rigid ceiling use purlins M-B 228 -412 J-F 466 -283 to laterally brace chords as follows: B-L 374 -344 F-I 280 -614 Chord Spacing(in oc) Start(ft) End(ft) L-C 409 -65 I-G 1067 -563 TC 24 0.00 30.25 C-O 704 -901 G-H 725 -1190 BC 105 0.00 30.25 Apply purlins to any chords above or below fillers D-O 42 33 at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 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. (191'1.1) 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\ TrueHouse PE No Michael 6039Kozlowski ffrNo 58544son PE PE No. Murray71457 Adam K E No.77769311 Derek BAPEX 72128 Ply:1 SEAN.24981/T1/SPEC Ce,' r Res rr-,_.... Qty: 7 FROM: DRW: f 3 Wgt:228.2 lbs ... / ... 02/16/2018 4'10'14I 13'11"3 ( 17'75 I 259'2 I 30'3' I 4'10"14 9'0"5 3'3"2 813"13 4'514 %455("") 415X7("") E F D Al �O R 8 12 T4 0,5X") 5 I/4X5(") 04x56 i f' =I A 1—.. /�I, NI-I■ a ii�r 1 __4,z23 P 0 N M L K J IH0310(") +18X8('") m5X5(^) s 4X4 1618168("") 180310("") 1 30'3" i I.'208 I 4'7'10 I 4'11 '2 I 4715 ( 24"15 1 1 43 I 4'5 '14 476 4 '7'10 9'6'12 14711 16'7"10 21'6'12 26'0'10 30'3' ,, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/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): 0.261 N 999 363 P 1370 /785 /615 /- /373 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.596 N 873 363 J 1251 /697 /473 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.208 M - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.300 M - - P Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:27.81 ft Code/Misc Criteria Creep Factor.2.0 J Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.460 Bearing P Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.570 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.447 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 70 0 E-F 405 -358 Wind Duration:1.60 WAVE,HS VIEW Ver:17.02.02.1208.15 B-C 837 -1453 F-G 393 -503 Lumber Additional Notes C-D 892 -1534 G-H 896 -1518 D-E 393 -499 H-1 723 -1263 Top chord 2x4 SP#2:T4 2x4 SP#1: The overall height of this truss excluding overhang is Bot chord 2x6 SP SS Dense:B3 2x4 SP#2: 10-10-10. Webs 2x4 SP#3:W5 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes P-O 362 -357 M-L 1203 -470 All plates are 3X4 except as noted. O-N 1160 -631 L-K 1028 -528 (**)9 plate(s)require special positioning.Refer to N-M 1203 -470 K-J 11 -12 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-P 847 -1324 Q-F 139 -137 to laterally brace chords as follows: B-O 1173 -526 R-F 28 -20 Chord Spacing(in oc) Start(ft) End(ft) O-C 209 -413 R-G 610 -854 TC 24 -2.04 30.25 C-N 351 -305 G-L 389 -54 BC 75 0.00 30.25 N-D 391 -53 L-H 452 -279 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. D-Q 605 -848 H-K 269 -612 E-Q 106 -102 K-I 1075 -547 Hangers/Ties Q-R 608 -853 I-J 699 -1195 (J)Hanger Support Required,by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 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. ( iFII) 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 Tru eHo u se Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77693 72128 Ply:3 SEAN:24988/T55/COMN Cellar Residence Qty: 1 FROM: DRW: T16 Wgt:512.4 lbs ... / ... 02/16/2018 3'7'5I 6'11'3 I 9'11'8 I 12'11'13 16'3'11 I 19'11' 3'7'5 3'3'13 3'0'5 3'0'5 3'3'13 37.5 D 84x5(") 111 /4X4 C E omx5 12 i 8 /3x4 e F\3x4 L w5x5(")q .t4 5i XIi _ 1 1 il ' 1 (022'3' M L K J I "r r "H 11H0310(") 11567(R) 443X4 =8x8(") =4X4 =6X6 0 A 19'11' 1 3113 3113 3'3'133'3'13 3'3'13 3'3'13 3'3'13 I 6'7"11 I 9'11'8 I 13'3'5 I 167.3 I 19'11' ' 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): 0.068 J 999 240 N 6213 /3771 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.150 J 999 239 0 7331 /4424 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D --- HORZ(TL): 0.042 B - - N Min Brg Width Req= 2.4 NCBCLL:0.00 Mean Height:27.17 ft Code I Misc Criteria Creep Factor:2.0 0 Min Brg Width Req= 2.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.277 Bearings N&0 Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.587 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.817 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 1381 -2275 D-E 1102 -1814 Wind Duration:1.60 WAVE,HS VIEW Ver:17.02.02.1208.15 B-C 1344 -2213 E-F 1374 -2264 Lumber Purlins C-D 1102 -1814 F-G 1493 -2467 Top chord 2x4 SP#2 In lieu of structural panels or rigid ceiling use purlins Bot chord 2x6 SP#2 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. TC 24 0.00 19.92 Nailnote BC 120 0.00 19.92 N-M 14 -9 K-J 1838 -1111 Nail Schedule:0.131"x3",min.nails Apply purlins to any chords above or below fillers M-L 1876-1136 J-I 2024 -1222 Top Chord:1 Row @12.00"o.c. at 24"OC unless shown otherwise above. L-K 1798-1088 I-H 20 -13 Bot Chord:2 Rows @ 5.00"o.c.(Each Row) Webs :1 Row @ 4"o.c. Additional Notes Maximum Web Forces Per Ply(lbs) Repeat nailing as each layer is applied.Use equal The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. spacing between rows and stagger nails in each row 8-2-14. to avoid splitting. A-N 1192-1956 K-E 426 -703 12"o.c.spacing of nails perpendicular and parallel to A-M 1981 -1197 E-J 821 -477 grain required in area over bearings greater than 12" M-B 25 0 J-F 143 -237 B-L 50 -79 F-I 224 -110 Special Loads L-C 720 -418 I-G 2144 -1293 ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac=1.25) C-K 377 -620 G-H 1287 -2118 TC:From 57 plf at 0.00 to 57 plf at 19.92 D-K 1913 -1137 BC:From 5 plf at 0.00 to 5 plf at 19.92 BC:1231 lb Conc.Load at 2.06,4.06,6.06,8.06 10.06,12.06,13.94,15.94,17.94,18.44 Plating Notes (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. ("")6 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Wind Wind loads and reactions based on MW FRS. 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. (l;II:E.it) 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 G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77693 72128 Ply:1 SEQN:24982/T45/COMN Cellar Residence Qty: 1 FROM: DRW: T17 Wgt:134.4 lbs ... / ... 02/16/2018 5'3'4I 9'11'8 I 14'7'12 ( 19'11' II 5'3'4 4'8'4 4'8'4 5'3'4 04X4-.- 12 8 /3X4 B D 443X4 i Eo 113X4(3)A E 113X4(R) r, MI - 1&11 1 1 J, 'I R G F 223 113X8(") =3X4 =5X7(") =3X4 113X8(") 1 19'11' 1 411'12 411'12 411'12 411'12 411'12 I 9.11'8 I 14'11'4 I 19'11' 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):-0.021 H 999 240 J 665 /448 /307 /- /230 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.045 H 999 239 F 665 /448 /307 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.009 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL): 0.012 B - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:27.17 ft Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.490 Bearings J&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.820 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.451 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 512 -752 C-D 548 -601 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 548 -601 D-E 512 -752 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 J-I 244 -238 H-G 573 -331 Plating Notes I-H 573 -331 G-F 22 -23 (")3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs) requirements. Webs Tens.Comp. Webs Tens. Comp. Purlins A-J 459 -643 H-D 286 -230 A-I 565 -312 D-G 114 -88 In lieu of structural panels or rigid ceiling use purlins I-B 114 -88 G-E 565 -312 to laterally brace chords as follows: B-H 286 -230 E-F 459 -643 Chord Spacing(in oc) Start(ft) End(ft) C-H 332 -377 TC 24 0.00 19.92 BC 120 0.00 19.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 8-2-14. 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. (11:14) 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 TrueHouse Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77693 72128 Ply:1 SEON:24990/T10/HIPM Cellar Residence Qty: 2 FROM: DRW: T18 Wgt:42.0lbs ... / ... 02/16/2018 I- 7' I 9'10"8 7' 2'10"8 1113Xzg**) 3 12 C=4X8 II s_ _N =3X4(")B N io N F 1114X5(R)E 1 1113X4 A 9108 i I~2'0"8 I 7'1"12 2'8"12 7'1"12 I 9'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!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 Pt NA Ce:NA VERT(LL): 0.029 F 999 240 G 637 /283 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.064 F 999 180 E 859 /325 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.015 E - - G Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.659 Bearing G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.974 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.301 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 29 -17 C-D 4 -9 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 409-1102 Lumber Wind Top chord 2x4 SP#2 Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. B-F 1026 -369 F-E 1070 -377 Special Loads Additional Notes _ The overall height of this truss excluding overhang is Maximum Web Forces Per Plylbs ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) 2-1-2. (lbs) TC:From 54 plf at -2.04 to 54 plf at 7.00Webs Tens.Comp. Webs Tens. Comp. TC:From 27 p11 at 7.00 to 27 plf at 9.88 C-F 541 97 D-E 99 153 BC:From 4 plf at -2.04 to 4 plf at 0.00 BC:From 10 Of at 0.00 to 10 plf at 7.01 C-E 439 -1252 BC:From 5 plf at 7.01 to 5 plf at 9.88 TC: 156 lb Conc.Load at 7.01 TC: 153 lb Conc.Load at 9.06 BC: 431 lb Conc.Load at 7.01 BC: 92 lb Conc.Load at 9.06 Plating Notes (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 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 -2.04 9.88 BC 108 0.15 9.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others 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 /1*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tr u eHo use Michael S Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 72128 Ply:1 SEAN:24983/T22/HIPM Cellar Residence Qty: 2 FROM: DRW: T19 Wgt:44.8 lbs ... / ... 02/16/2018 5'S"4I 9'10"8 5'5"4 4'5"4 D T 12 1113X4('*) T 3 =3X40 N N .� E•-• En N N N - O 1 =3X4(")B — y A — —/ 110'1"2 F 1114X5(R)E O r 9'10"8 1 I----2'0"8 I- 9'10"8 9'10"8 Loading Criteria(psi) 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.025 E 999 240 F 457 /216 /216 /- /114 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.096 E 999 180 E 302 /115 /110 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL): 0.018 E - - F Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Sofflt: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.385 Bearing F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.707 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.250 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 29 0 C-D 0 -56 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 347 -565 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Webs 2x4 SP#3 B-E 525 -420 Plating Notes (")2 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. C-E 428 -528 D-E 91 -101 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 -2.04 9.60 BC 117 0.15 9.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads based on MW FRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-7-2. NOTES: II' 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 72128 Ply:1 SEQN:24984/T52/MONO Cellar Residence Qty: 8 FROM: DRW: T20 Wgt:44.8 lbs ... / ... 02/16/2018 5'5"4 9'10"8 5'5"4 I 4'5"4 1113X4(** 3 12 T 3X40 ... N 5,, M M 3X4(**)B _ 4z A i 010'1"2 F• = 1114X5(R)E i;� .,q 9'10"8 I l; 9'10"8 2'0 r 1r ♦ • Ae 9'10.'8 Loading Criteria(psi) Wind•Criteria''",;„a.. Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 0.00 - Wine Std.' ASCE 7-t0 ', Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell LJ# Loc R /U /Rw /Rh /RL /W TCDL: x1.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.025 E 999 240 F 457 /215 /216 /- /124 /5.5 BCLL: j 0.00 Enclosure:Closed Lu:NA ' Cs:NA VERT(TL): 0.096 E 999 180 E 299 /145 /123 /- /- /- BCDL,V. 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 E - - Wind reactions based on MWFRS Des Ld: .32.00 EXP:D HORZ(TL):0.018 E - - F Min Brg Width Req= 1.5 NCBC{t„ 10.00 Mean Height:15.00 ft Code(Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit�!""� 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.358 Bearing F Fcperp=565psi. Loal Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.745 Spacing:24.0” MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.258 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 29 0 C-D 12 -47 Wind Duration:1.60 •WAVE VIEW Ver:17.02.02.1208.15 B-C 318 -570 Lumber", • Top chord SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4 sr#2 . i Chords Tens.Comp. Webs2x4 SP#3. B-E 531 -402 is Plating Notes (**)2 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. C-E 419 -543 D-E 134 -95 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 -2.04 9.88 BC 117 0.15 9.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-9-12. 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. (11-1.1) 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 No.l 60839 E No. 8544PE No. Kozlowski Jeffrey 71457PE No.Murray Adam 77769311