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1588 OCEAN BLVD - REVISED TRUSSES '�' CITY OF ATLANTIC BEACH ls, 800 Seminole Road s1 Atlantic Beach,Florida 32233 J =r Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET - Date: l l/11 11S Received by: Resubmitted: Permit Number: /V-Sieg 22o y Original Plans Examiner: /lir Project Name: Project Address: 1 sso *� zAND Contractor: OS'S t 14.."6.%etIDE.rFurMc-•N' Contact Name: JPeIA- eSSI Contact Phone : q cot 1,10 -SI q r Contact e-mail: JtckC OSS t tC-vEtutM€Kc. Co", Revision/Plan Check/Permit Fee (s)Due: $ Description of Proposed Revision to"Existing Permit: �CR c sS -- ..,�- et,) ►A i , k . 0c- S` RI) S-7" - Z / S7 - 3 S7— - 3 � ---i. Additional Increase in Building Value: $ 7 ::<... Additional S.F. Site Plan Revised: Public W/U Approval: , • By signing below.I(print name). D U )Apcaecz affirm that the above revision is inclusive of the proposed changes. -T- 1 r Signa re of Contractor/Agent(Contractor must sign if increase in valuation) Date ` L� Office Use Only Date: //‘ /7 - / Approved: X Rejected: J Notified by Plan Review Comments: / 5caall E © IE0 V E —, ,/1/- - or / -eve ' , . 391' "��P tile_ ' C?d( I D V Con rae• •g_ �p p c —vrp Gvnr -Por -'chi 1-0 be — 7Lg ,7 �' 'b &x. v 1 N 0 V 1 3 2015 • t review required fp Ye 'No Building j// Planning &Zoning Tree Administrator Plans Plaraxaminer Public Works Public Utilities if' / 7.it Public Safety 1 Fire Services Date Created 8/20/15 Rev.2 . i . .. . . . .. . . . . . i.1 . . . . . . . 1 . ....1 /.. i ,.,-7.-4.1 .s.;;;" .,!, :::....... ...,,............ li 1 ;-... .. :: li ill /4 Ossi Development REVISION � Site Information BP# 15- SF g - d)0 4-/ 1588 Ocean 13lvti. Duval DATE / / [7 1 / S • SIGNED /'fl Y Structurar Engineer of Record /J • Derek B. Murray PE No. 71457 OFFICE COPY APEX 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224 TECHNOLOGY WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TOLL 40 psf 130 MPH (3 second gust) \ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure (0.18) BOLL 10 psf BOLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II (Res) FBC2014 Residential/TPI-2007 Design Program: ITW VIEW v1.00.00 This Package inlcudes 106 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 1588OCEANBLVD B01 11/10/2015 31 15880CEANBLVD FT01 11/10/2015 61 15880CEANBLVD J18 11/10/2015 2 1588OCEANBLVD B02 11/10/2015 32 1588OCEANBLVD GE01 11/10/2015 62 1588OCEANBLVD T01 11/10/2015 3 1588OCEANBLVD B03 11/10/2015 33 1588OCEANBLVD GE02 11/10/2015 63 1588OCEANBLVD T02 11/10/2015 4 1588OCEANBLVD B04 11/10/2015 34 1588OCEANBLVD HJO1 11/10/2015 64 1588OCEANBLVD T03 11/10/2015 5 1588OCEANBLVD B05 11/10/2015 35 1588OCEANBLVD HJO2 11/10/2015 65 1588OCEANBLVD T04 11/10/2015 6 1588OCEANBLVD B06 11/10/2015 36 1588OCEANBLVD HJO3 11/10/2015 66 1588OCEANBLVD T05 11/10/2015 7 1588OCEANBLVD F01 11/10/2015 37 1588OCEANBLVD HJO4 11/10/2015 67 1588OCEANBLVD T06 11/10/2015 8 1588OCEANBLVD F02 11/10/2015 38 15880CEANBLVD HJO5 11/10/2015 68 1588OCEANBLVD T07 11/10/2015 9 1588OCEANBLVD F03 11/10/2015 39 1588OCEANBLVD HJO6 11/10/2015 69 1588OCEANBLVD T08 11/10/2015 10 1588OCEANBLVD F04 11/10/2015 40 15880CEANBLVD HJO7 11/10/2015 70 15880CEANBLVD T09 11/10/2015 11 1588OCEANBLVD F05 11/10/2015 41 15880CEANBLVD HJO8 11/10/2015 71 15880CEANBLVD T10 11/10/2015 12 1588OCEANBLVD F06 11/10/2015 42 15880CEANBLVD J01 11/10/2015 72 15880CEANBLVD T11 11/10/2015 13 15880CEANBLVD F08 11/10/2015 43 1588OCEANBLVD J02 11/10/2015 73 1588OCEANBLVD T12 11/10/2015 14 1588OCEANBLVD FO8A 11/10/2015 44 1588OCEANBLVD J03 11/10/2015 74 1588OCEANBLVD T13 11/10/2015 15 1588OCEANBLVD F09 11/10/2015 45 15880CEANBLVD J04 11/10/2015 75 1588OCEANBLVD T14 11/10/2015 16 15880CEANBLVD F10 11/10/2015 46 1588OCEANBLVD J05 11/10/2015 76 15880CEANBLVD T15 11/10/2015 17 1588OCEANBLVD F11 11/10/2015 47 1588OCEANBLVD J06 11/10/2015 77 1588OCEANBLVD T16 11/10/2015 18 1588OCEANBLVD F12 11/10/2015 48 1588OCEANBLVD J07 11/10/2015 78 1588OCEANBLVD T17 11/10/2015 19 15880CEANBLVD F13 11/10/2015 49 15880CEANBLVD J08 11/10/2015 79 1588OCEANBLVD T18 11/10/2015 20 15880CEANBLVD F14 11/10/2015 50 1588OCEANBLVD J09 11/10/2015 80 1588OCEANBLVD T19 11/10/2015 21 1588OCEANBLVD FG01 11/10/2015 51 1588OCEANBLVD J10 11/10/2015 81 1588OCEANBLVD T20 11/10/2015 22 1588OCEANBLVD FG02 11/10/2015 52 1588OCEANBLVD J11 11/10/2015 82 1588OCEANBLVD T21 11/10/2015 23 1588OCEANBLVD FG03 11/10/2015 53 15880CEANBLVD J12 11/10/2015 83 15880CEANBLVD T22 11/10/2015 24 15880CEANBLVD FG04 11/10/2015 54 1588OCEANBLVD J12A 11/10/2015 84 15880CEANBLVD T23 11/10/2015 25 1588OCEANBLVD FG05 11(10/2015 55 15880CEANBLVD J13 11/10/20151 85 15880CEANBLVD T24 11/10/2015 26 1588OCEANBLVD FG06 11/10/2015 56 1588OCEANBLVD J13A 11/10/2015 86 1588OCEAN: 'D 5 11/10/2015 27 15880CEANBLVD FGE01 11/10/2015 57 1588OCEANBLVD I J14 11/10/2015 87 15880CE• BLVD T.. 11/10/2015 28 15880CEANBLVD FGE02 11/10/2015 58 1588OCEANBLVD i J15 11/10/2015 88 15880 '.A44131LAI T2 11/10/2015 29 1588OCEANBLVD FGE03 11/10/2015 59 1588OCEANBLVD J16 11/10/2015 89 15680C •1 LV,.1: . 11/10/2015 30 — 1588OCEANBLVD FGE04 11/10/2015 60 1588OCEANBLVD J17 11/10/2015 •+ -' 45:8'6C •NBLV®.` i 11/10/2015 en i Apex Technology �:Z:i Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer BusinecsttEo:; • :J: 7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 lx . • ' : Q r. The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design DrawipgS„ •: listed above and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Build(•� •• ,% 41 Designer,per ANSI/TPI 1-2002 Section 2 ••. w With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)SO, * ••' • -C C'', '� 61G15-31.003 of the Florida Board of Professional Engineers .0 r'r''-'C11/10/2015 a oL Ossi Development 140121UR 3FI Site Information Via .. . � `.,.._3TAO Structural Engineer of Record --- 630012 Derek B. Murray PE No. 71457 \'w° 331110 APEX 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224 TECHNOLOGY WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TOLL 20 psf TCLL 40 psf 130 MPH (3 second gust)1 ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure (0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II (Res) FBC2014 Residential/TPI-2007 Design Program: ITW VIEW v1.00.00 This Package inlcudes 106 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS 161 DATE NO JOB ID ITRS IDI DATE 91 1588OCEANBLVD 130 11/10/2015 92 1588OCEANBLVD T31 I 11/10/2015 93 1588OCEANBLVD T32 11/10/2015 94 1588OCEANBLVD T33 11/10/2015 95 1588OCEANBLVD T34 11/10/2015 96 15880CEANBLVD T35 11/10/2015 97 15880CEANBLVD T36 11/10/2015 98 1588OCEANBLVD T37 11/10/2015 99 15880CEANBLVD T38 11/10/2015 100 15880CEANBLVD T39 11/10/20151 101 15880CEANBLVD V01 11/10/2015 102 15880CEANBLVD V02 11/10/2015 103 15880CEANBLVD V03 11/10/2015 104 15880CEANBLVD VO4 11/10/2015 105 1588OCEANBLVD V05 11/10/20151 106 15880CEANBLVD V06 11/10/20151 Apex Technology Apex Technology is'a fiicticickls name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No. 7547-4745 Sutton Park Court,,Suite 402 Jacksonville,FL 32224(904)821-5200 The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed above and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2 With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61615-31.003 of the Florida Board of Professional Engineers 11/10/2015 Job#15880CEANBLVD BEARING INFORMATION , WOODTRUSS QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 32'03"00 FG01 SPEC 3.50/12 Pitch 4-Ply 1 10168.66 2777.00 2 10914.13 2672.00 1 32'03"00 FG01 SPEC 3.50/12 Pitch 4-Ply 1 10168.66 2777.00 2 10914.13 2672.00 1 09'00"00 FG02 HIPM 3.50/12 Pitch 2-Ply 1 667.92 0.00 2 708.69 0.00 1 09'00"00 FG02 HIPM 3.50/12 Pitch 2-Ply 1 667.92 0.00 2 708.69 0.00 1 09'00"00 FG03 HIPM 3.50/12 Pitch 2-Ply 1 837.23 0.00 2 909.74 0.00 1 09'00"00 FG03 HIPM 3.50/12 Pitch 2-Ply 1 837.23 0.00 2 909.74 0.00 1 13'10"00 FG04 FLAT 0.00/12 Pitch 2-Ply 1 937.66 0.00 2 987.48 0.00 1 1310"00 FG04 FLAT 0.00/12 Pitch 2-Ply 1 937.66 0.00 2 987.48 0.00 1 06'09"08 FG05 FLAT 0.00/12 Pitch 2-Ply 1 2915.87 0.00 2 997.92 0.00 1 06'09"08 FG05 FLAT 0.00/12 Pitch 2-Ply 1 2915.87 0.00 2 997.92 0.00 1 06'09"08 FG06 FLAT 0.00/12 Pitch 2-Ply 1 2191.82 0.00 2 157.06 0.00 1 06'09"08 FG06 FLAT 0.00/12 Pitch 2-Ply 1 2191.82 0.00 2 157.06 0.00 5 09'00"00 FT01 HIPM 3.50/12 Pitch 2-Ply 1 1001.97 0.00 2 847.92 0.00 5 09'00"00 FT01 HIPM 3.50/12 Pitch 2-Ply 1 1001.97 0.00 2 847.92 0.00 2 11'03"00 GE01 GABL 6.00/12 Pitch 1 -Ply 1 1014.01 487.00 2 1014.01 487.00 2 11'03"00 GE01 GABL 6.00/12 Pitch 1 -Ply 1 1014.01 487.00 2 1014.01 487.00 1 11'03"00 GE02 GABL 6.00/12 Pitch 1 -Ply 1 1014.01 487.00 2 1014.01 487.00 i 1 11'03"00 GE02 GABL 6.00/12 Pitch 1 -Ply 1 1014.01 487.00 2 1014.01 487.00 6 09'09"05 HJO1 HIP_JACK 4.24/12 Pitch 1-Ply 1 2 274.38 231.00 294.82 130.00 3 70.70 59.00 6 09'09"05 HJO1 HIP_JACK 4.24/12 Pitch 1 -Ply 1 274.38 231.00 2 294.82 130.00 3 70.70 59.00 6 02'00"11 HJO2 MONO 4.24/12 Pitch 1 -Ply 1 235.93 111.00 2 28.64 28.00 6 02'00"11 HJO2 MONO 4.24/12 Pitch 1 -Ply 1 235.93 111.00 2 28.64 28.00 1 01'09"03 HJO3 HIP_JACK 4.24/12 Pitch 1 -Ply 1 235.42 115.00 2 25.21 0.00 3 32.96 37.00 Page 1 of 9 Job#1588OCEANBLVD BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 01'09"03 HJ03 HIP_JACK 4.24/12 Pitch 1 -Ply 1 235.42 115.00 2 25.21 . 0.00 3 32.96 37.00 1 01'03"09 HJ04 HIP_JACK 4.24/12 Pitch 1 -Ply 1 145.98 125.00 2 18.82 0.00 3 64.80 49.00 1 01'03"09 HJ04 HIP_JACK 4.24/12 Pitch 1 -Ply 1 145.98 125.00 2 18.82 0.00 3 64.80 49.00 2 09'10"01 HJ05 HIP_JACK 2.47/12 Pitch 1 -Ply 1 275.27 290.00 2 237.34 69.00 3 56.25 22.00 2 09'10"01 HJ05 HIP_JACK 2.47/12 Pitch 1 -Ply 1 275.27 290.00 2 237.34 69.00 3 56.25 22.00 1 09'10"01 HJ06 HIP_JACK 2.47/12 Pitch 1 -Ply 1 266.68 148.00 2 290.77 68.00 3 52.04 26.00 1 09'10"01 HJO6 HIP_JACK 2.47/12 Pitch 1 -Ply 1 266.68 148.00 2 290.77 68.00 3 52.04 26.00 1 06'00"13 HJ07 HIP_JACK 2.47/12 Pitch 1 -Ply 1 180.14 105.00 2 77.69 9.00 3 81.43 42.00 1 06'00"13 HJ07 HIP_JACK 2.47/12 Pitch 1 -Ply 1 180.14 105.00 2 77.69 9.00 3 81.43 42.00 2 09'10"01 HJ08 HIP_JACK 2.83/12 Pitch 1 -Ply 1 271.39 156.00 2 288.56 68.00 3 61.46 32.00 2 0910"01 HJ08 HIP_JACK 2.83/12 Pitch 1-Ply 1 271.39 156.00 2 288.56 68.00 3 61.46 32.00 12 01'00"00 J01 JACK 6.00/12 Pitch 1 -Ply 1 201.75 92.00 2 49.35 15.00 3 114.56 43.00 12 01'00"00 J01 JACK 6.00/12 Pitch 1 -Ply 1 201.75 92.00 2 49.35 15.00 3 114.56 43.00 12 03'00"00 J02 JACK 6.00/12 Pitch 1 -Ply 1 210.32 81.00 2 37.39 0.00 3 56.73 52.00 12 03'00"00 J02 JACK 6.00/12 Pitch 1 -Ply 1 210.32 81.00 2 37.39 0.00 3 56.73 52.00 6 05'00"00 J03 JACK 6.00/12 Pitch 1 -Ply 1 265.93 97.00 2 67.21 0.00 3 113.14 99.00 6 05'00"00 J03 JACK 6.00/12 Pitch 1 -Ply 1 265.93 97.00 2 67.21 0.00 3 113.14 99.00 6 04'10"08 J04 JACK 6.00/12 Pitch 1 -Ply 1 160.03 44.00 Page 2 of 9 Job#1588OCEANBLVD BEARING INFORMATION QTY , SPAN DESCRIPTION BRG# REACTION UPLIFT 2 69.63 4.00 3 121.26 105.00 6 04'10"08 J04 JACK 6.00/12 Pitch 1 -Ply 1 160.03 44.00 2 69.63 4.00 3 121.26 105.00 12 06'10"08 J05 EJACK 6.00/12 Pitch 1 -Ply 1 225.68 65.00 2 98.23 5.00 3 170.99 150.00 12 06'10"08 J05 EJACK 6.00/12 Pitch 1 -Ply 1 225.68 65.00 2 98.23 5.00 3 170.99 150.00 18 01'06"00 J06 MONO 6.00/12 Pitch 1 -Ply 1 169.80 48.00 2 21.56 37.00 18 01'06"00 J06 MONO 6.00/12 Pitch 1 -Ply 1 169.80 48.00 2 21.56 37.00 4 01'00"00 J07 JACK 3.50/12 Pitch 1 -Ply 1 289.47 180.00 2 83.32 26.00 3 298.78 98.00 4 0100"00 J07 JACK 3.50/12 Pitch 1 -Ply 1 289.47 180.00 2 83.32 26.00 3 298.78 98.00 4 03'00"00 J08 JACK 3.50/12 Pitch 1 -Ply 1 231.55 91.00 2 30.41 3.00 3 38.22 25.00 4 03'00"00 J08 JACK 3.50/12 Pitch 1 -Ply 1 231.55 91.00 2 30.41 3.00 3 38.22 25.00 4 05'00"00 J09 JACK 3.50/12 Pitch 1-Ply 1 278.92 90.00 2 60.74 0.00 3 98.85 54.00 4 05'00"00 J09 JACK 3.50/12 Pitch 1 -Ply 1 278.92 90.00 2 60.74 0.00 3 98.85 54.00 4 07'00"00 J10 EJACK 3.50/12 Pitch 1 -Ply 1 336.81 98.00 2 89.93 0.00 3 151.95 81.00 4 07'00"00 J10 EJACK 3.50/12 Pitch 1 -Ply 1 336.81 98.00 2 89.93 0.00 3 151.95 81.00 4 01'00"00 J11 JACK 3.50/12 Pitch 1 -Ply 1 197.39 106.00 2 48.40 15.00 3 92.99 31.00 4 01'00"00 J11 JACK 3.50/12 Pitch 1 -Ply 1 197.39 106.00 2 48.40 15.00 3 92.99 31.00 3 03'00"00 J12 JACK 3.50/12 Pitch 1-Ply 1 206.20 80.00 2 35.60 0.00 3 53.85 30.00 3 03'00"00 J12 JACK 3.50/12 Pitch 1 -Ply 1 206.20 80.00 2 35.60 0.00 3 53.85 30.00 Page 3 of 9 1 Job#1588OCEANBLVD BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 03'00"00 J12A JACK 3.50/12 Pitch 1 -Ply 1 101.83 27.00 239.16 ' 1.00 3 66.27 34.00 • 1 03'00"00 J12A JACK 3.50/12 Pitch 1 -Ply 1 101.83 27.00 2 39.16 1.00 3 66.27 34.00 2 05'00"00 J13 JACK 3.50/12 Pitch 1 -Ply 1 260.96 84.00 2 65.33 0.00 3 108.57 57.00 2 05'00"00 J13 JACK 3.50/12 Pitch 1 -Ply 1 260.96 84.00 2 65.33 0.00 3 108.57 57.00 2 04'04"00 J13A EJACK 3.50/12 Pitch 1 -Ply 1 144.80 38.00 2 58.07 0.00 3 99.25 51.00 2 04'04"00 J13A EJACK 3.50/12 Pitch 1 -Ply 1 144.80 38.00 2 58.07 0.00 3 99.25 51.00 9 07'00"00 J14 EJACK 3.50/12 Pitch 1 -Ply 1 321.45 93.00 2 94.20 0.00 3 159.77 83.00 9 07'00"00 J14 EJACK 3.50/12 Pitch 1 -Ply 1 321.45 93.00 2 94.20 0.00 3 159.77 83.00 4 0100"00 J15 JACK 4.00/12 Pitch 1 -Ply 1 198.10 92.00 2 42.65 13.00 3 96.96 36.00 4 01'00"00 J15 JACK 4.00/12 Pitch 1 -Ply 1 198.10 92.00 2 42.65 13.00 3 96.96 36.00 4 03'00"00 J16 JACK 4.00/12 Pitch 1 -Ply 1 206.87 66.00 2 36.84 0.00 3 55.37 33.00 4 03'00"00 J16 JACK 4.00/12 Pitch 1 -Ply 1 206.87 66.00 2 36.84 0.00 3 55.37 33.00 4 05'00"00 J17 JACK 4.00/12 Pitch 1 -Ply 1 261.77 73.00 2 66.38 0.00 3 110.89 61.00 4 05'00"00 J17 JACK 4.00/12 Pitch 1 -Ply 1 261.77 73.00 2 66.38 0.00 3 110.89 61.00 14 07'00"00 J18 EJACK 4.00/12 Pitch 1 -Ply 1 322.42 89.00 2 95.25 0.00 3 162.43 88.00 14 07'00"00 J18 EJACK 4.00/12 Pitch 1 -Ply 1 322.42 89.00 2 95.25 0.00 3 162.43 88.00 1 19'11"00 T01 HIPS 6.00/12 Pitch 1 -Ply 1 1416.34 761.00 2 1305.10 704.00 1 1911"00 T01 HIPS 6.00/12 Pitch 1 -Ply 1 1416.34 761.00 2 1305.10 704.00 Page 4 of 9 Job#1588OCEANBLVD BEARING INFORMATION QTY . SPAN DESCRIPTION BRG# REACTION UPLIFT 2 19'11"00 T02 MONO 6.00/12 Pitch 1-Ply 1 736.46 364.00 2 736.46 364.00 2 1911"00 T02 MONO 6.00/12 Pitch 1 -Ply 1 736.46 364.00 2 736.46 364.00 4 1911"00 T03 COMN 6.00/12 Pitch 1 -Ply 1 736.46 367.00 2 736.46 367.00 4 19'11"00 T03 COMN 6.00/12 Pitch 1 -Ply 1 736.46 367.00 2 736.46 367.00 1 19'11"00 T04 COMN 6.00/12 Pitch 1 -Ply 1 739.97 158.00 2 650.28 139.00 1 19'11"00 T04 COMN 6.00/12 Pitch 1 -Ply 1 739.97 158.00 2 650.28 139.00 2 19'08"00 T05 SPEC 6.00/12 Pitch 1 -Ply 1 732.57 157.00 2 641.27 137.00 2 19'08"00 T05 SPEC 6.00/12 Pitch 1 -Ply 1 732.57 157.00 2 641.27 137.00 1 21'02"00 TO6 MONO 6.00/12 Pitch 1 -Ply 1 794.21 448.00 2 697.32 364.00 1 21'02"00 T06 MONO 6.00/12 Pitch 1 -Ply 1 794.21 448.00 2 697.32 364.00 1 21'02"00 T07 MONO 6.00/12 Pitch 1 -Ply 1 776.13 186.00 2 696.18 151.00 1 21'02"00 T07 MONO 6.00/12 Pitch 1 -Ply 1 776.13 186.00 2 696.18 151.00 1 21'02"00 T08 MONO 6.00/12 Pitch 1 -Ply 1 776.13 179.00 2 696.18 151.00 1 21'02"00 T08 MONO 6.00/12 Pitch 1 -Ply 1 776.13 179.00 2 696.18 151.00 1 21'02"00 T09 MONO 6.00/12 Pitch 1 -Ply 1 776.13 228.00 2 696.18 203.00 1 21'02"00 T09 MONO 6.00/12 Pitch 1 -Ply 1 776.13 228.00 2 696.18 203.00 1 21'02"00 T10 COMN 6.00/12 Pitch 1 -Ply 1 776.13 228.00 2 696.18 203.00 1 21'02"00 T10 COMN 6.00/12 Pitch 1 -Ply 1 776.13 228.00 2 696.18 203.00 1 21'02"00 T11 COMN 6.00/12 Pitch 1 -Ply 1 776.13 228.00 2 696.18 203.00 1 21'02"00 T11 COMN 6.00/12 Pitch 1 -Ply 1 776.13 228.00 2 696.18 203.00 1 21'02"00 T12 COMN 6.00/12 Pitch 1 -Ply 1 776.13 228.00 2 696.18 203.00 1 21'02"00 T12 COMN 6.00/12 Pitch 1 -Ply 1 776.13 228.00 2 696.18 203.00 1 21'05"00 T13 COMN 6.00/12 Pitch 1 -Ply 1 784.72 465.00 2 705.23 369.00 1 2105"00 T13 COMN 6.00/12 Pitch 1 -Ply 1 784.72 465.00 2 705.23 369.00 1 19'11"00 T14 HIPS 6.00/12 Pitch 1 -Ply 1 1543.82 915.00 2 1543.15 874.00 Page 5 of 9 Job#15880CEANBLVD BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 1911"00 T14 HIPS 6.00/12 Pitch 1 -Ply 1 1543.82 915.00 2 1543.15 874.00 1 18'11"00 T15 COMN 6.00/12 Pitch 2-Ply 1 3615.62 1205.00 2 3688.67 1245.00 1 1811"00 T15 COMN 6.00/12 Pitch 2-Ply 1 3615.62 1205.00 2 3688.67 1245.00 5 1811"00 T16 COMN 6.00/12 Pitch 1 -Ply 1 703.63 207.00 2 703.63 207.00 5 1811"00 T16 COMN 6.00/12 Pitch 1 -Ply 1 703.63 207.00 2 703.63 207.00 1 18'11"00 T17 HIPS 6.00/12 Pitch 1 -Ply 1 703.63 348.00 2 703.63 348.00 1 18'11"00 T17 HIPS 6.00/12 Pitch 1 -Ply 1 703.63 348.00 2 703.63 348.00 1 18'11"00 T18 HIPS 6.00/12 Pitch 1 -Ply 1 1526.72 869.00 2 1527.42 904.00 1 1811"00 T18 HIPS 6.00/12 Pitch 1-Ply 1 1526.72 869.00 2 1527.42 904.00 1 12'11"08 T19 HIPM 3.50/12 Pitch 1 -Ply 1 843.06 279.00 2 901.49 279.00 1 1211"08 T19 HIPM 3.50/12 Pitch 1 -Ply 1 843.06 279.00 2 901.49 279.00 12 08'05"08 T20 MONO 3.50/12 Pitch 1 -Ply 1 381.13 110.00 2 245.92 92.00 12 08'05"08 T20 MONO 3.50/12 Pitch 1 -Ply 1 381.13 110.00 2 245.92 92.00 1 2411"08 T21 HIPS 3.50/12 Pitch 1 -Ply 1 1844.52 583.00 2 1896.90 589.00 1 24'11"08 T21 HIPS 3.50/12 Pitch 1-Ply 1 1844.52 583.00 2 1896.90 589.00 1 24'11"08 T22 HIPM 3.50/12 Pitch 1 -Ply 1 894.18 284.00 2 798.50 264.00 1 24'11"08 T22 HIPM 3.50/12 Pitch 1 -Ply 1 894.18 284.00 2 798.50 264.00 3 07'09"00 T23 MONO 3.50/12 Pitch 1 -Ply 1 344.69 99.00 2 236.61 88.00 3 07'09"00 T23 MONO 3.50/12 Pitch 1 -Ply 1 344.69 99.00 2 236.61 88.00 1 08'05"08 T24 HIPM 3.50/12 Pitch 1 -Ply 1 478.13 166.00 2 684.39 213.00 1 08'05"08 T24 HIPM 3.50/12 Pitch 1 -Ply 1 478.13 166.00 2 684.39 213.00 1 32'05"00 T25 HIPS 3.50/12 Pitch 1 -Ply 1 1134.39 364.00 2 1039.97 339.00 1 32'05"00 T25 HIPS 3.50/12 Pitch 1 -Ply 1 1134.39 364.00 2 1039.97 339.00 1 32'05"00 T26 HIPS 3.50/12 Pitch 1 -Ply 1 1134.39 363.00 2 1039.97 338.00 1 32'05"00 T26 HIPS 3.50/12 Pitch 1 -Ply 1 1134.39 363.00 2 1039.97 338.00 Page 6 of 9 Job#1588OCEANBLVD BEARING INFORMATION QTY „ SPAN DESCRIPTION BRG# REACTION UPLIFT 1 32'03"00 T27 HIPS 3.50/12 Pitch 1 -Ply 1 1129.01 361.00 2 1034.58 336.00 1 32'03"00 T27 HIPS 3.50/12 Pitch 1 -Ply 1 1129.01 361.00 2 1034.58 336.00 1 32'03"00 T28 HIPS 3.50/12 Pitch 1 -Ply 1 1129.01 215.00 2 1034.58 227.00 1 32'03"00 T28 HIPS 3.50/12 Pitch 1 -Ply 1 1129.01 215.00 2 1034.58 227.00 1 32'03"00 T29 HIPS 3.50/12 Pitch 1 -Ply 1 1129.01 218.00 2 1034.58 207.00 1 32'03"00 T29 HIPS 3.50/12 Pitch 1 -Ply 1 1129.01 218.00 2 1034.58 207.00 1 32'03"00 T30 HIPS 3.50/12 Pitch 1-Ply 1 1129.01 220.00 2 1034.58 179.00 1 32'03"00 T30 HIPS 3.50/12 Pitch 1 -Ply 1 1129.01 220.00 2 1034.58 179.00 1 32'03"00 T31 SPEC 3.50/12 Pitch 1-Ply 1 1129.01 221.00 2 1034.58 163.00 1 32'03"00 T31 SPEC 3.50/12 Pitch 1 -Ply 1 1129.01 221.00 2 1034.58 163.00 2 20'04"00 T32 HIPM 4.00/12 Pitch 1 -Ply 1 1486.36 479.00 2 1633.54 516.00 2 20'04"00 T32 HIPM 4.00/12 Pitch 1 -Ply 1 1486.36 479.00 2 1633.54 516.00 2 20'04"00 T33 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 231.00 2 650.26 219.00 2 20'04"00 T33 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 231.00 2 650.26 219.00 2 20'04"00 T34 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 227.00 2 650.26 222.00 2 20'04"00 T34 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 227.00 2 650.26 222.00 2 20'04"00 T35 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 222.00 2 650.26 226.00 2 20'04"00 T35 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 222.00 2 650.26 226.00 1 20'04"00 T36 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 111.00 2 650.26 168.00 1 20'04"00 T36 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 111.00 2 650.26 168.00 1 20'04"00 T37 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 106.00 2 650.26 155.00 1 20'04"00 T37 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 106.00 2 650.26 155.00 1 20'04"00 T38 HIPM 4.00112 Pitch 1 -Ply 1 747.56 102.00 2 650.26 140.00 1 20'04"00 T38 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 102.00 2 650.26 140.00 1 20'04"00 T39 MONO 4.00/12 Pitch 1 -Ply 1 747.56 98.00 2 650.26 130.00 Page 7 of 9 0 id Job#1588OCEANBLVD BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 20'04"00 T39 MONO 4.00/12 Pitch 1 -Ply 1 747.56 98.00 2 650.26 130.00 3 09'04"04 V01 VAL 6.00/12 Pitch 1 -Ply 1 605.90 261.00 3 09'04"04 V01 VAL 6.00/12 Pitch 1 -Ply 1 605.90 261.00 1 10'08"00 V02 VAL 6.00/12 Pitch 1 -Ply 1 623.67 110.00 1 10'08"00 V02 VAL 6.00/12 Pitch 1 -Ply 1 623.67 110.00 1 06'08"01 V03 VAL 6.00/12 Pitch 1 -Ply 1 429.73 78.00 1 06'08"01 V03 VAL 6.00/12 Pitch 1 -Ply 1 429.73 78.00 1 06'06"01 VO4 VAL 6.00/12 Pitch 1 -Ply 1 418.79 75.00 1 06'06"01 VO4 VAL 6.00/12 Pitch 1 -Ply 1 418.79 75.00 1 10'06"00 V05 VAL 6.00/12 Pitch 1 -Ply 1 681.13 134.00 1 10'06"00 V05 VAL 6.00/12 Pitch 1 -Ply 1 681.13 134.00 1 14'06"00 V06 VAL 6.00/12 Pitch 1 -Ply 1 943.74 190.00 1 14'06"00 V06 VAL 6.00/12 Pitch 1 -Ply 1 943.74 190.00 WOODFLOOR QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 6 15'05"12 F01 SY42 0.00/12 Pitch 1 -Ply 1 844.42 0.00 2 855.37 0.00 6 15'05"12 F01 SY42 0.00/12 Pitch 1 -Ply 1 844.42 0.00 2 855.37 0.00 3 15'02"12 F02 SY42 0.00/12 Pitch 1 -Ply 1 837.60 0.00 2 837.60 0.00 3 15'0212 F02 SY42 0.00/12 Pitch 1 -Ply 1 837.60 0.00 2 837.60 0.00 1 17'02"00 F03 SY42 0.00/12 Pitch 1 -Ply 1 945.48 0.00 2 930.35 0.00 1 17'02"00 F03 SY42 0.00/12 Pitch 1 -Ply 1 945.48 0.00 2 930.35 0.00 6 17'02"00 F04 SY42 0.00/12 Pitch 1 -Ply 1 1799.06 0.00 2 919.65 0.00 6 17'02"00 F04 SY42 0.00/12 Pitch 1 -Ply 1 1799.06 0.00 2 919.65 0.00 3 1610"08 F05 SY42 0.00/12 Pitch 1 -Ply 1 928.12 0.00 2 928.12 0.00 3 16'10"08 F05 SY42 0.00/12 Pitch 1 -Ply 1 928.12 0.00 2 928.12 0.00 3 07'06"00 F06 SY42 0.00/12 Pitch 1 -Ply 1 222.07 0.00 2 1525.40 0.00 3 07'06"00 F06 SY42 0.00/12 Pitch 1 -Ply 1 222.07 0.00 2 1525.40 0.00 4 18'10"04 F08 SY42 0.00/12 Pitch 1 -Ply 1 913.28 0.00 2 1984.89 0.00 4 18'10"04 F08 SY42 0.00/12 Pitch 1 -Ply 1 913.28 0.00 2 1984.89 0.00 1 18'10"04 FO8A SY42 0.00/12 Pitch 1 -Ply 1 891.59 0.00 2 2881.67 0.00 1 18'10"04 FO8A SY42 0.00/12 Pitch 1 -Ply 1 891.59 0.00 2 2881.67 0.00 Page 8 of 9 Job#1588OCEANBLVD BEARING INFORMATION QTY , SPAN DESCRIPTION BRG# REACTION UPLIFT 1 05'03"08 F09 SY42 0.00/12 Pitch 1 -Ply 1 528.01 0.00 2 299.07 44.00 1 05'03"08 F09 SY42 0.00/12 Pitch 1 -Ply 1 528.01 0.00 2 299.07 44.00 5 06'09"08 F10 SY42 0.00/12 Pitch 1 -Ply 1 664.04 135.00 2 257.07 148.00 5 06'09"08 F10 SY42 0.00/12 Pitch 1 -Ply 1 664.04 135.00 2 257.07 148.00 2 0310"00 F11 SY42 0.00/12 Pitch 1 -Ply 1 821.22 0.00 2 -226.90 0.00 2 0310"00 F11 SY42 0.00/12 Pitch 1 -Ply 1 821.22 0.00 2 -226.90 0.00 1 03'10"00 F12 SY42 0.00/12 Pitch 1 -Ply 1 108.83 0.00 2 172.93 0.00 3 127.41 0.00 1 0310"00 F12 SY42 0.00/12 Pitch 1 -Ply 1 108.83 0.00 2 172.93 0.00 3 127.41 0.00 4 16'05"04 F13 SY42 0.00/12 Pitch 1 -Ply 1 905.38 0.00 2 890.24 0.00 4 16'05"04 F13 SY42 0.00/12 Pitch 1 -Ply 1 905.38 0.00 2 890.24 0.00 7 18'00"00 F14 SY42 0.00/12 Pitch 1 -Ply 1 1377.99 0.00 2 876.17 0.00 7 18'00"00 F14 SY42 0.00/12 Pitch 1 -Ply 1 1377.99 0.00 2 876.17 0.00 1 15'02"12 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 1667.41 0.00 2 -17.20 0.00 1 15'02"12 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 1667.41 0.00 2 -17.20 0.00 1 05'03"08 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 70.74 0.00 2 486.34 0.00 1 05'03"08 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 70.74 0.00 2 486.34 0.00 1 16'05"04 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 335.98 0.00 2 -83.99 0.00 3 1531.14 0.00 1 16'05"04 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 335.98 0.00 2 -83.99 0.00 3 1531.14 0.00 1 11'0012 FGE04 SY42GABL 0.00/12 Pitch 1 -Ply 1 70.84 0.00 2 1121.04 0.00 1 11'0012 FGE04 SY42GABL 0.00/12 Pitch 1 -Ply 1 70.84 0.00 2 1121.04 0.00 Total of Trusses 584 Maximun Height 07'06"08 Page 9 of 9 0 I -1D M17 m C C m p m 1 C7 M 00 - Ti 0) 73 U, m A co (/) N) CO 7` Ty 0W W pD . 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I ... 11/10/15 T B 44.A. ti O 11'1"2 19'5" 19'5" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed:NA mph Pt:NA Ce:NA VERT(LL):0.000 - - 240 C 8996 /- /- /- I- /4.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 233 D 10255/- /- /- /- /- BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 A - - C Min Brg Width Req= 3.3 Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 A - - D Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearing C Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI:0.000 Chords Tens.Comp. C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0 I:NA GCpi:NA Wind Duration:NA VIEW Ver.15.01.02F1.1028.19 Lumber Hangers/Ties Floor Joist Header:1.750"x18.0"2.0E Microllam LVL (J)Hanger Support Required,by others 2.0E Microllam LVL design properties based on ICC Additional Notes ES ESR-1387,Reissued 1 Dec.2012. Deflection meets U240 live and L/233 total load. Nailnote Creep increase factor for dead load is 1.50. Nail Schedule:0.131"x3",min.nails The overall height of this truss excluding overhang is Member : Rows @__"o.c.(Each Row) 1-6-0. Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row to avoid splitting. 4"o.c.spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" "`Warning:Fastening of plies required*** Special Loads ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) From 233 plf at 0.00 to 233 plf at 3.40 From 115 plf at 3.40 to 115 plf at 4.52 From 15 plf at 4.52 to 15 plf at 15.27 From 115 plf at 15.27 to 115 plf at 16.40 From 233 plf at 16.40 to 233 plf at 19.42 1527 lb Conc.Load at 4.40,15.40 844 lb Conc.Load at 18.15 BC- 838 lb Conc.Load at 2.15,4.15,6.15 BC- 910 lb Conc.Load at 4.40 BC- 848 lb Conc.Load at 6.27,8.27,10.27,12.27 14.27 BC- 844 lb Conc.Load at 8.15,10.15,12.15,14.15 16.15,18.15 BC- 709 lb Conc.Load at 15.40 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. If SCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer ep Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 1588OCEANBLVD Ply:3 SEQN:171841 T106/FLOG Custom Qty: 1 FROM: DRW: B02 Wgt:0.0 lbs ... I ... 11/10/15 T C B A 11'1"2 176" 4,1" -I 2117" 217" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed:NA mph Pf:NA Ce:NA VERT(LL):-0.105 A 481 240 C 11934/- /- I- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):-0.208 A 243 208 D 7349 /- /- /- /- /3.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - C Min Brg Width Req= 4.3 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - - - D Min Brg Width Req= 2.7 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI:0.000 Chords Tens.Comp. C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0 I:NA GCpi:NA Wind Duration:NA VIEW Ver:15.01.02F1.1028.19 Lumber Floor Joist Header:1.750"x18.0"2.0E Microllam LVL 2.0E Microllam LVL design properties based on ICC ES ESR-1387,Reissued 1 Dec.2012. Nailnote Nail Schedule:0.131"x3",min.nails Member : Rows©_ "o.c.(Each Row) Repeat nailing as each layer is applied.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) From 15 plf at 0.00 to 15 plf at 1.47 From 248 plf at 1.47 to 248 plf at 7.47 From 115 plf at 7.47 to 115 plf at 9.47 From 483 plf at 9.47 to 483 plf at 21.29 From 115 plf at 21.29 to 115 plf at 21.58 1544 Ib Conc.Load at 8.47 BC-10255 lb Conc.Load at 1.69 Additional Notes Deflection meets U240 live and U208 total load. Creep increase factor for dead load is 1.50. The maximum concentrated load is 7459# The overall height of this truss excluding overhang is 1-6-0. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer ep Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 IFEEECECEM 1588OCEANBLVD Ply:4 SEON:17189/T103/FLOO Custom Qty: 1 FROM: DRW: B03 Wgt:0.0 lbs ... / ... 11/10/15 T c 1 B 011'1"2 I 2108 210"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl Utt Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - 252 C 9953 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 252 D 11238/- I- l- I- l- BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 A - - C Min Brg Width Req= 2.9 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 A - - D Min Brg Width Req= - NCBCLL:W.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing C Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI: 0.000 Chords Tens.Comp. C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0 I:NA GCpi:NA Wind Duration:NA VIEW Ver:15.01.02F1.1028.19 Lumber Floor Joist Header:1.750x18.0"2.0E Microllam LVL 2.0E Microllam LVL design properties based on ICC ES ESR-1387,Reissued 1 Dec.2012. Nailnote Nail Schedule:0.131"x3",min.nails Member : Rows @_ "o.c.(Each Row) Repeat nailing as each layer is applied.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) From 15 plf at 0.00 to 15 plf at 21.04 928 lb Conc.Load at 6.08 BC-1818 lb Conc.Load at 2.08 BC- 890 lb Conc.Load at 3.08,15.94,17.65 BC- 928 lb Conc.Load at 4.08 BC- 876 lb Conc.Load at 4.35,6.35,7.31,9.31 11.31,13.31,15.31 BC- 920 lb Conc.Load at 8.08,10.08,12.08,14.08 16.08,18.08 BC- 930 lb Conc.Load at 19.21 BC-1948 lb Conc.Load at 19.65 Additional Notes Deflection meets L/252 live and U252 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is 1-6-0. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer ep Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 paralEEECINI 1588OCEANBLVD Ply:2 SEQN:17193/T23/FLOO Custom Qty: 1 FROM: DRW: B04 Wgt:0.0 lbs ... / ... 11/10/15 T _ I B / 0111"2 //// 1- 16'5"4 16'5"4 16'5"4 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSI 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: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - 240 C. 1777 /- I- I- l- /28.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 180 D 1948 /- I- I- I- I- BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - B /2586 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - - - C Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 Bearing C 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 Bot Chord Forces Per Ply(lbs) C&C Dist a:NA ft Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA B-A 0 0 B-A 0 0 Wind Duration:NA VIEW Ver:15.01.02F1.1028.19 Lumber Floor Joist Header:1.750"x18.0"2.0E Microllam LVL 2.0E Microllam LVL design properties based on ICC ES ESR-1387,Reissued 1 Dec.2012. 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. "'Waming:Fastening of plies required"' Special Loads ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) From 248 plf at 0.00 to 248 plf at 6.00 From 115 plf at 6.00 to 115 plf at 8.00 From 483 plf at 8.00 to 483 plf at 14.02 From 15 plf at 14.02 to 15 plf at 16.44 1544 lb Conc.Load at 7.00 Additional Notes Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is 1-6-0. 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. If SCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. epn 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 1588OCEANBLVD Ply:2 SEAN:17195/T67/FLOC) Custom Qty: 1 FROM: DRW: B05 Wgt:0.0 lbs ... / ... 11/10/15 B � D 11'1"2 _PP 7'4"8 7'4"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 Udefl Litt Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - 240 C 373 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 180 D 403 /- /- /- /- /- BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - C Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - - - D Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing C Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI:0.000 Chords Tens.Comp. C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0 I:NA GCpi:NA Wind Duration:NA VIEW Ver:15.01.02F1.1028.19 Lumber Floor Joist Header:1.750"x18.0"2.0E Microllam LVL 2.0E Microllam LVL design properties based on ICC ES ESR-1387,Reissued 1 Dec.2012. 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) From 15 plf at 0.0010 15 plf at 7.37 BC- 222 lb Conc.Load at 1.85,3.85,5.85 Hangers I Ties (J)Hanger Support Required,by others Additional Notes Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is 1-6-0. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer epwE;\, Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 1588OCEANBLVD Ply:2 SEAN:17187/T101/FLOG Custom Qty: 1 FROM: DRW: B06 Wgt:0.0 lbs ... / ... 11/10/15 co 1 A 11'1"2 o 6'7" 6'7" 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: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - 240 C 2402 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 180 D 1970 /- /- /- /- /3.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - C Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - - - D Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI: 0.000 Chords Tens.Comp. C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0 I:NA GCpi:NA Wind Duration:NA VIEW Ver:15.01.02F1.1028.19 Lumber Floor Joist Header:1.750"x18.0"2.0E Microllam LVL 2.0E Microllam LVL design properties based on ICC ES ESR-1387,Reissued 1 Dec.2012. 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) From 1 plf at 0.00 to 1 plf at 6.58 BC- 838 lb Conc.Load at 0.54 BC-1766 lb Conc.Load at 2.54,4.54 Additional Notes Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is 1-6-0. 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. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy.2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer eP;;\( Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 EURDCEMENE I 1588OCEANBLVD Ply:1 SEQN:17337 I T27/SY42 Custom Qty: 6 FROM: DRW: F01 Wgt:89.6 lbs ... / ... 11/10/15 7'10"88'10'g 15'5"12 7'10"8 I 1' I 67"4 I--2,6,.—I I— -I TT (TYP) 1111X3 =3X3 1112X3 =,p(S III LX3 C3 X3 F =4)k5[1H] 1114X5 T _ \f.pr' ] ( Lr a 12'6"2 io I 7 1 11)1112 =3X4[1] m4X5[4] 1111X3 1111X3L =4X4[14] P 0 N M _4X5[10] K A 15'5"12 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt 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 I Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.187 D 987 360 P 844 /- I- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.291 D 633 245 I 855 /- I- /- 1- /3.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.031 B - - P Min Brg Width Req= - Des Ld: 55.00 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:1.5 Bearing I is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.600 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.882 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.436 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 F-G 0 -1931 I:NA GCpi:NA Plate Type(s): B-C 0-1929 G-H 50 0 Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 C-D 0-1929 H-I 22 0 Lumber Additional Notes D-E 0-2086 I-J 0 0 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail E-F 0-1931 Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Bot chord 4x2 SP#2 recommendations. Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values The overall height of this truss excluding overhang is P-0 1219 0 M-L 2082 0 approved 1/30/2013 by ALSC 1-8-0. O-N 2088 0 L-K 1290 0 N-M 2086 0 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [1) 3X4 1.25 L 1.25 [4] 4X5 2.25 L 1.25 [10) 4X5 2.00 R 1.25 [11] 4X5 2.75 R 1.25 A-P 0 -107 M-E 179 -87 [14) 4X4 1.25 R 1.25 P-B 0-1413 E-L 73 -467 Purlins B-O 829 0 F-L 60 -203 C-O 0 -283 L-G 748 0 In lieu of structural panels or rigid ceiling use purlins O-D 73 -368 G-K 0 -1522 to laterally brace chords as follows: D-N 61 -131 I-K 794 0 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 15.48 BC 120 0.00 15.19 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: 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 AP7/,\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17335/T105/SY42 Custom Qty: 3 FROM: DRW: F02 Wgt:85.4 lbs ... / ... 11/10/15 7'10"8 8'10"g 15712 7'10"8 1' I 6.4"4 "I 12 1---Z6"--I I„ (TYP) 1111X3 111AX3 =,ff5 III80 = c3 =ix3 F =t(5 1111X3 \I't ii 1 .! W. 11 1 2 3X4[1] =4X5[4] 1111X3 1111X3 =3X4[13] N M L K =4)5[10] I I- 1521 2 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph N:NA Ce:NA VERT(LL): 0.167 D 999 360 N 838 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.262 D 698 243 I 838 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.028 B - - N Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.043 B - - I Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.536 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.885 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.402 A-B 0 0 E-F 0 -1882 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: B-C 0-1907 F-G 0 -1882 I:NA GCpi:NA Plate Type(s): ,C-D 0-1907 G-H 0 0 Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 D-E 0-2049 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 recommendations. N-M 1207 0 K-J 2045 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. M-L 2052 0 J-I 1210 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is L-K 2049 0 approved 1/30/2013 by ALSC 1-8-0. Plate Shift Table Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite A-N 0 -107 K-E 180 -80 [1] 3X4 1.25 L 1.25 [4] 4X5 2.25 L 1.25 N-B 0-1400 E-J 60 -470 [10] 4X5 2.00 R 1.25 [13] 3X4 1.25 R 1.25 B-M 816 0 F-J 49 -210 C-M 0 -284 J-G 785 0 Purlins M-D 82 -355 G-I 0 -1403 In lieu of structural panels or rigid ceiling use purlins D-L 57 -134 H-I 0 -105 to laterally brace chords as follows: Chord Spacing(in cc) Start(ft) End(ft) TC 24 0.00 15.23 BC 120 0.00 15.23 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. IIJ Hangers/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray 1131SCEIZECEE. PE No.60839 PE No.58544 PE No.71457 i 1588OCEANBLVD Ply:1 SEQN:172641 T48/SY42 Custom Qty: 1 FROM: DRW: F03 Wgt:95.2 lbs ... / ... 11/10/15 8' I 9'3"8 I 17'2" 8' 1'3"8 7'1 0"8 H—2,6" (TYP) IIIZ{X{ = 4 3X8 1112X4 =3X3 =3X3 III&4 =3X2X 3'8 -..J 8 III 0 _ - I i.— in:, 1 IIIIIIII I r ,! 11'1"2 =3X8 1112X4 1112X4 =3X8 =4X4[14]0 �N M L K J I 3X8 A 17'2" A Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell u# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.189 K 999 360 N 945 1_ 1_ I- I- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.295 K 687 270 I 930 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.030 I - - N Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.047 I - - I Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.310 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.549 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.484 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -2211 I:NA GCpi:NA Plate Type(s): B-C 0-2180 F-G 0 -2211 Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 C-D 0-2180 G-H 0 0 Lumber Additional Notes D-E 0-2546 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Plylbs Top chord 4x2 SP M-30 STRBRIBR1014 for bracing and bridging (lbs) Bot chord 4x2 SP M-30 recommendations. Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. N-M 1309 0 K-J 2546 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is M-L 2546 0 J-I 1364 0 approved 1/30/2013 by ALSC 1-8-0. L-K 2546 0 Plate Shift Table ' Maximum Web Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite [141 4X4 1.25 R 1.25 0-N 0 -10 K-E 121 -107 A-N 0 -106 E-J 0 -574 Purlins N-B 0-1538 F-J 0 -288 In lieu of structural panels or rigid ceiling use purtins B-M 1017 0 J-G 989 0 to laterally brace chords as follows: C-M 0 -288 G-I 0 -1581 Chord Spaang(in oc) Start(ft) End(ft) M-D 0 -599 H-I 0 -108 TC 24 0.25 17.17 D-L 128 -100 BC 120 0.25 17.17 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/lies (J)Hanger Support Required,by others 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: 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEMZECIINI PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17347/T50/SY42 Custom Qty:6 FROM: DRW: F04 Wgt:98.0 lbs ... / ... 11/10/15 81"89.3"8 17'2" • I- 8'1"8 I 1'2" I 7'10"8 ') F--2'6"-I (TYP) III A3 =3X8 1112X4 =3X3 =3X3 III&4 =3X81112X4 T ;.. off so i_ r 114.- - ------------- --).- 'i V 11'1"2 =3X8 1112X4 1112X4 =3X8 =4X4[14] M L K J I 3X8 i 17'2" 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.187 K 999 360 N 1799 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.292 K 693 269 I 920 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.029 I - - N Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.045 I - - I Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.262 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.520 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.482 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 87 0 E-F 0 -2176 I:NA GCpi:NA Plate Type(s): B-C 0-2129 F-G 0 -2176 Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 C-D 0-2129 G-H 0 0 Lumber End Vertical Attachment D-E 0-2491 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP M-30 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" N-M 1261 0 K-J 2490 0 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. M-L 2490 0 J-I 1345 0 approved 1/30/2013 by ALSC L-K 2491 0 Additional Notes Special Loads +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(lbs) --(Lumber Dur.Fac.=1.001 Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. TC-From 100 plf at 0.25 to 100 plf at 17.17 recommendations. BC-From 10 plf at 0.00 to 10 plf at 17.17 0-N 97 -742 K-E 28 0 BC- 855 lb Conc.Load at 0.12 Truss must be installed as shown with top chord up. N-A 0 -234 E-J 0 -367 The overall height of this truss excluding overhang is N-B 0-1570 F-J 0 -257 Plate Shift Table 1-8-0. B-M 1013 0 J-G 969 0 JT Plate Lateral Chord JT Plate Lateral Chord C-M 0 -255 G-I 0 -1560 No Size Shift Bite No Size Shift Bite M-D 0 -421 H-I 0 -107 (14] 4X4 1.25 R 1.25 D-L 30 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 0.25 17.04 BC 120 0.17 17.04 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: 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EMMEECCEI PE No.60839 PE No.58544 PE No.71457 i 15880CEANBLVD Ply:1 SEQN:17268/T73/SY42 Custom Qty: 3 FROM: DRW: F05 Wgt:92.4 lbs ... / ... 11/10/15 7'10"8 I 9' I 16'10"8 7'10"8 1'1"8 7'10"8 I--2'6"-I (TYP) 1112X4 =3X8 III2X4 =3X3 =3X3 III&4 =3X81112X4 T1 ,, , 2 4X4[1] =3X8 III X4 1112X4 =3X8 =4X4[13] N M L K J I k 16'10"8 A Loading Criteria(pst) Wind Criteria Snow Criteria(Pg.P1 in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in lac Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.187 L 999 360 N 928 I- l- I- I- I- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.293 L 691 269 I 928 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.030 I - - N Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.047 I - - I Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.296 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.521 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.469 A-B 0 0 E-F 0 -2203 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: B-C 0-2203 F-G 0 -2203 I:NA GCpi:NA Plate Type(s): C-D 0-2203 G-H 0 0 Wind Duration:NA WAVE VIEW Ver:15.01.010.0611.00 D-E 0-2538 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP M-30 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-30 N-M 1360 0 K-J 2537 0 Webs 4x2 SP#3 M-L 2537 0 J-I 1360 0 Lumber value set"13B"uses design values L-K 2538 0 approved 1/30/2013 by ALSO Plate Shift Table Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite Na Size Shift Bite A-N 0 -108 K-E 125 -106 [1] 4X4 1.25 L 1.25 [13] 4X4 1.25 R 1.25 N-B 0-1577 E-J 0 -562 B-M 985 0 F-J 0 -284 Purlins C-M 0 -284 J-G 985 0 In lieu of structural panels or rigid ceiling use purlins M-D 0 -562 G-I 0 -1577 to laterally brace chords as follows: D-L 125 -106 H-, 0 -108 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.25 16.62 BC 120 -0.25 16.62 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others 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: 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17314/T98/SY42 Custom Ory: 3 FROM: DRW: F06 Wgt:49.0 lbs ... I ... 11/10/15 2,9" 3,9" 7'6" I 2'9" 1' 3'9" F—2,6"--{ F—111"—I F—1,4"--I IIIA1X3 w3 3 m3X3[5] III1 3 =3B C D X4 T' 1 _Fm =3X3 II X3 1111X3Ny 24 O11'1"2 K J I G -4X5 r 6' 1 1'6"—I F• 7'6" 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: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.051 G 382 360 K 222 /143 /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.103 G 191 240 H 1525 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 E - - K Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):0.064 E - - H Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.633 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.666 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.303 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 C-D 871 0 I:NA GCpi:NA Plate Type(s): B-C 392 -107 O-E 871 0 Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 Lumber End Vertical Attachment Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or K-J 110 -387 I-H 102 -399 Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire J-I 107 -392 H-G 0 -2 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Additional Notes Special Loads A-K 0 -147 D-H 1 -170 Truss must be installed as shown with top chord up. K-B 449 -128 H-E 0 -1239 --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) The overall height of this truss excludingoverhangis TC-From 100 plf at 0.00 to 100 plf at 7.38 g B-J 0 -184 E-G 13 0 BC-From 10 plf at 0.00 to 10 plf at 7.50 1-8-0. I-C 242 0 F-G 6 0 TC- 804 lb Conc.Load at 7.38 C-H 0 -865 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [5] 3X3 1.25 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.38 BC 90 0.00 7.50 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: 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 ,griV\ 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 UBECCICIUMil PE No.60839 PE No.58544 PE No.71457 i 1588OCEANBLVD Ply:1 SEAN:17312/T64/SY42 Custom Qty:4 FROM: DRW: F08 Wgt:107.8 lbs ... / ... 11/10/15 8'II 9'4'12, 18'10"4 8' 1'4"12 9'5"8 F---2,6„--I H 1,4" (TVP) A =3X8 C =3X3 =3X3[91 F =3X 8 H =3X4 T32 R-- - - - io I., I. \ i/IIJ1 I rIS,11'1"2 =3X8 -3X8[11] Q P 0 N M L K 3X8 =3X8[14] 1 17'4"4 1-1'6"--I I- 18'10"4 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.P1 in PSF) Deft/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.172 0 999 360 Q 913 1- /- /- /- /4.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.306 0 665 271 L 1985 /- /- /- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.028 B - - 0 Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.051 B - - L Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Q&L Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.454 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.652 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.548 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 14 -1931 I:NA GCpi:NA Plate Type(s): B-C 0-2078 F-G 14 -1931 Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 C-D 0-2078 G-H 830 0 Lumber End Vertical Attachment D-E 0-2369 H-I 830 0 Value Set:136(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP M-30 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each Q P 1257 0 N-M 2367 0 Lumber value set"13B"uses design values narrow face. P-0 2369 0 M-L 1017 -388 approved 1/30/2013 by ALSC 0-N 2369 0 L-K 2 0 Additional Notes Special Loads +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(lbs) --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. TC-From 100 plf at 0.13 to 100 plf at 18.73 recommendations. BC-From 10 plf at 0.00 to 10 plf at 18.85 Truss must be installed as shown with topchord u R-Q 0 -10 E-M 0 -814 TC- 804 lb Conc.Load at 18.73 U . A-0 0 -107 F-M 0 -291 The overall height of this truss excluding overhang is a-B 0-1478 M-G 1150 0 Plating Notes 1-8-0. B-P 958 0 G-L 0 -1627 All plates are 2X4 except as noted. C-P 0 -307 H-L 0 -266 Plate Shift Table P-D 167 -518 L-I 0 -1184 D-0 101 -158 I-K 0 -13 JT Plate Lateral Chord JT Plate Lateral Chord N-E 187 -74 J-K 0 -6 No Size Shift Bite No Size Shift Bite (9] 3X3 1.25 L 1.25 [11] 3X8 3.50 R 1.25 [14] 3X8 3.00 R 1.25 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 18.73 BC 120 0.25 18.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 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. 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 fPn- Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEON:17316/T82/SY42 Custom Qty: 1 FROM: DRW: F08A Wgt:107.8 lbs ... / ... 11/10/15 8' 9'4'12 18'10"4 ' I I 8' I 1'4"12I 9'5"8 I--2'6„_-I I-1,4„ (TYP) A =4X5 C =3X3 =3X4 F =4X8 H =5X7 T mR _ /_\Mir/r iirl i 5.4 o J 1 �1tt2 1 =3X8 F % =-3X8[11]1] P 0 N M L K 3X8 w 6X8 1 174„4 1 1,6"-I I 18'10"4 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.173 D 999 360 Q 892 /- I- /- /- /4.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.313 0 650 271 L 2882 I- I- I- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.030 B - - Q Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.053 B - - L Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings 0&L Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.657 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.696 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.611 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 587 -1763 I:NA GCpi:NA Plate Type(s): B-C 0-2009 F-G 587 -1763 Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 C-D 0-2009 G-H 1625 0 Lumber End Vertical Attachment D-E 143-2250 H-I 1625 0 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP M-30 (5)qty. 15-Gauge,7/16"Crown,2-112"length wire Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each Q P 1222 0 N-M 2248 148 Lumber value set"13B"uses design values narrow face. P-0 2251 -139 M-L 815 -1076 approved 1/30/2013 by ALSC O-N 2250 -143 L-K 2 0 Additional Notes Special Loads +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(lbs) ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. TC-From 100 plf at 0.13 to 100 plf at 18.73 recommendations. BC-From 10 plf at 0.00 to 10 plf at 18.85 Truss must be installed as shown with top chord up. R-Q 0 -10 E-M 0 -1010 TC-1627 lb Conc.Load at 18.73 A-Q 0 -107 F-M 14 -286 The overall height of this truss excluding overhang is Q-B 0-1436 M-G 1283 0 Plating Notes 1-8-0. B-P 919 0 G-L 0 -1752 All plates are 2X4 except as noted. C-P 0 -324 H-L 0 -281 P-D 361 -461 L-I 0 -2316 Plate Shift Table D-O 86 -210 I-K 0 -18 1 JT Plate Lateral Chord JT Plate Lateral Chord N-E 241 -58 J-K 0 -8 No Size Shift Bite No Size Shift Bite [11] 3X8 4.25 R 1.25 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 0.13 18.60 BC 120 0.13 18.73 Apply purlins to any chords above or below fillers 111 at 24"OC unless shown otherwise above. 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. 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 epn Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEEIZEIMill+ PE No.60839 PE No.58544 PE No.71457 i 1588OCEANBLVD Ply:1 SEQN:17300/T46/SY42 Custom Qty: 1 FROM: DRW: F09 Wgt:43.4 lbs ... / ... 11/10/15 11 0;',811 1.- -2.6" ..I I-- -1'11" =3X4 =3X4 1111X3 A B C T 1HJTITIi Diao �� i iim 0 11'1"2 G 0. III1F E i =3X8 3X4 P" - 5' A I 53"8 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI 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: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.009 F 999 360 G 528 /- /330 /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.017 F 999 240 E 299 /44 /74 /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 E - - G Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA ..-. HORZ(TL):0.003 E - - E Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearings G&E Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.597 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.175 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.091 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -32 B-C 1 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.01.010.0611.00 Maximum Bot Chord Forces Per Ply(lbs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Provide uplift connections at bearings as indicated. G-F 277 -111 F-E 277 -111 Top chord 4x2 SP#2 UPLIFT (LB): 44 Bot chord 4x2 SP#2 BRG.LOC(FT): 0.29 4.83 Webs 4x2 SP#3 Truss designed for 130.00 mph wind,15.00 ft mean height Maximum Web Forces Per Ply(lbs) with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values Enclosed building(SBC) approved 1/30/2013 by ALSC G-A 0 -340 B-E 140 -352 Truss must be installed as shown with top chord up. G-B 143 -281 C-E 42 -66 Special Loads The overall height of this truss excluding overhang is H-G 0 -51 E-D 2 -8 ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) 1-8-0. B-F 96 0 TC-From 100 plf at 0.12 to 100 plf at 5.17 BC-From 10 ptf at 0.00 to 10 plf at 5.29 TC- 270 lb Conc.Load at 0.12 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 4.92 BC 61 -0.13 4.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Left cantilever is exposed to wind End Vertical Attachment Attach notched end verticals)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: 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray CUELEEECEEI PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:172981 T47/SY42 Custom Qty: 5 FROM: DRW: F10 Wgt:47.6 lbs ... I ... 11/10/15 I--17"8----{f----2'6"--{I~1'11" =3X3 1111 X3 =3X4 1111X3 A B C D IN E 38 it io 1 it 11'1"2 1112X4 1111X3 ba-- O 1 H G 3X4 =3X4 I-1'9„8 1 5' 1 I- 6'9"8 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,PN in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1 W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.012 I 999 360 H 664 /134 /531 I- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.029 I 794 240 F 257 1148 155 /- 1- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.004 A - - H Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.011 A - - F Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code 1 Misc Criteria Creep Factor:1.5 Bearings H&F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.378 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.137 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.101 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 358 -62 C-0 1 0 I:NA GCpi:NA Plate Type(s): B-C 358 -62 Wind Duration:NA WAVE VIEW Ver:15.01.010.0611.00 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Provide uplift connections at bearings as indicated. Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 UPLIFT (LB): 135 148 I-H 2 -3 G-F 206 -269 Bot chord 4x2 SP#2 BRG.Truss designed (FT): 1.79 6.33 H-G 206 -269 Webs 4x2 SP#3 Truss designed for 130.00 mph wind,15.00 ft mean height with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). Lumber value set"13B"uses design values Enclosed building(SBC) Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. Special Loads The overall height of this truss excluding overhang is I-A 23 -18 C-G 74 0 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) 1-8-0. J-I 11 8 C-F 341 261 TC-From 54 plf at 0.12 to 54 plf at 6.67 A-H 81 -469 D-F 67 -79 BC-From 10 plf at 0.00 to 10 Of at 6.79 H-B 210 -253 F-E 3 -9 TC- 270 lb Conc.Load at 0.12 H-C 163 -363 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 6.42 BC 79 -0.12 6.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Left cantilever is exposed to wind 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: 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17306/T65/SY42 Custom Qty: 2 FROM: DRW: F11 Wgt:28.0 lbs ... / ... 11/10/15 I—1'4"8--j I--1'11"8--I , =3X3 1111X3 =3X3 A B C T -, v ...1.....:-....m ;0 1 G I11Iti�� •1111=in 11'1"2 1112X43X4 1111X3\I F D E F--1,5"8 1 2'4"8 I- 3'10" 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 I RL I W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.014 F 999 360 E 821 /- I- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.032 F 633 240 D -227 I- /- I- I- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.007 A - - E Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.017 A - - D Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing E Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.482 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.133 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.115 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 335 0 B-C 335 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 Maximum Bot Chord Forces Per Ply(lbs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-227#MAX.(See Max F-E 0 -1 E-D 0 0 Top chord 4x2 SP#2 Reactions table above)from a non-wind load case Bot chord 4x2 SP#2 requires uplift connection. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 1-8-0. F-A 8 0 B-E 0 -243 G-F 4 0 E-C 0 -412 Special Loads A-E 0 -470 C-D 231 0 ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 100 plf at 0.12 to 100 plf at 3.83 BC-From 10 plf at 0.00 to 10 plf at 3.83 TC- 270 lb Conc.Load at 0.12 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 3.71 BC 46 -0.12 3.71 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others 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: 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 ,1,7 X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17304/T44/SY42 Custom Qty: 1 FROM: DRW: F12 Wgt:29.4 lbs ... / ... 11/10/15 I--14"8--{I-1'11"8- --{ 3X4 A B C T 1 G • mil mi io II II 1 iii()i Aik 11'1"2 =3X4, 1 =3X3 \I D F E 1'8"4 2'1"12--1 I- 310" -{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) DefVCSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Cl:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pt:NA Ce:NA VERT(LL): 0.001 B 999 360 F. 75 /- /- /- /- /17.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.002 B 999 240 E 173 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 C - - D 127 /- /- /- /- /- Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 B - - F Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.283 D Min Brg Width Req= - Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.071 Bearings F&E Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.035 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:15.01.01C.0611.00 A-B 1 0 B-C 0 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#2 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 1-8-0. F-E 44 0 E-D 44 0 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plating Notes G-F 0 -8 B-E 0 -150 All plates are 1X3 except as noted. A-F 6 -66 B-D 0 -54 F-B 0 -65 C-D 0 -91 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 0.13 3.71 BC 43 0.13 3.71 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 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: 1.This drawingis not sufficient alone for installation. Additional instructions accompanyingthis truss drawing,include BCSI 1-03. 9 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 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 d 1588OCEANBLVD Ply:1 SEAN:17270/T13/SY42 Custom Qty:4 FROM: DRW: F13 Wgt:95.2 lbs .. / ... 11/10/15 • 8' I 9' I 16'5"4 8' 1' 7'5"4 F—2,6"--I I—2.0"12---I (TY P) III 1/4X4 =3X8 IIIDC4 =3X3 =3X3 IIIX4 =4X5121 1112X4 ,_ io 1 r l - 111"2 =3X8 1112X4 1112X4 =4X5[11] =4X4[14] N M L K J I 3X8 r 16'5"4 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 L#t Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.167 L 999 360 N 905 /- /- I- /- /4.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.262 L 742 259 I 890 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.026 I - - N Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.041 I - - I Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.278 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.482 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.449 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -2067 I:NA GCpi:NA Plate Type(s): B-C 0-2051 F-G 0 -2067 Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 C-D 0-2051 G-H 0 0 Lumber Additional Notes D-E 0-2334 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Plylbs Top chord 4x2 SP M-30 STRBRIBR1014 for bracing and bridging ( ) Bot chord 4x2 SP M-30 recommendations. Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. N-M 1244 0 K-J 2333 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is M-L 2334 0 J-I 1297 0 approved 1/30/2013 by ALSC 1-8-0. L-K 2334 0 Plate Shift Table Maximum Web Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite [11] 4X5 2.25 R 1.25 [12] 4X5 2.75 R 1.25 0-N 0 -10 K-E 131 -97 [14] 4X4 1.25 R 1.25 A-N 0 -106 E-J 19 -495 N-B 0-1462 F-J 0 -257 Purlins B-M 942 0 J-G 899 0 In lieu of structural panels or rigid ceiling use purlins C-M 0 -284 G-I 0 -1504 to laterally brace chords as follows: M-D 8 -493 H-I 0 -106 Chord Spacing(in oc) Start(ft) End(ft) D-L 105 -111 TC 24 0.13 16.31 BC 120 0.13 16.31 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 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: 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 eplrE) Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17349/T33/SY42 Custom Qty: 7 FROM: DRW: F14 Wgt:100.8 lbs ... / ... 11/10/15 9'6"8 110'6"f 18' 9'6"8 1' 7'5'8 I-1'5"HI -2,6"-I 1-2.1"-I (TYP) =3X3 III PM =35(8 1112X4 m'EX3 =3X3 1112X4 =4X514) 1112X4 1 Q_ ylry \ „..7 e.e°e°ee.- ."%N%.%%'4...... - .0 0 0"'°eeed//- _..__. -N4* ,.0'.e.°°/..°°' 1 ��II�J1I 11'1"2 1112X4 =3X8 1112X4 =4X5[13] =4X4 P • N M L K J =3X8 1112X4 I-1'6" 1 16'6" 1 I 18' I Loading Criteria(psi) 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 LNi Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.149 M 999 360 O 1378 /- /- /- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.264 M 738 260 J 876 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 J - - 0 Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.041 J - - J Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearing 0 Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.327 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.510 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.477 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 337 0 E-F 0 -2262 I:NA GCpi:NA Plate Type(s): __, B-C 337 0 F-G 0 -2021 Wind Duration:NA WAVE VIEW Ver:15.01.010.0611.00 C-D 0-1940 G-H 0 -2021 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP M-30 End Vertical Attachment D-E 0-1940 H-I 0 0 Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP M-30 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 Si'#3 staples,through wide face;or(3)qty.16-Gauge,1" P-0 1 0 M-L 2262 0 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. O-N 1110 0 L-K 2261 0 approved 1/30/2013 by ALSC N-M 2262 0 K-J 1273 0 Additional Notes Special Loads +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(lbs) ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. TC-From 100 plf at 0.12 to 100 plf at 18.00 recommendations. BC-From 10 plf at 0.00 to 10 plf at 18.00 P-A 0 -8 E-M 135 -94 TC- 270 lb Conc.Load at 0.12 Truss must be installed as shown with top chord up. Q_P 0 -4 L-F 118 -123 The overall height of this truss excluding overhang is A-0 0 -468 F-K 95 -462 Plate Shift Table 1-8-0. B-0 0 -258 G-K 0 -264 JT Plate Lateral Chord JT Plate Lateral Chord O-C 0-1481 K-H 873 0 No Size Shift Bite No Size Shift Bite C-N 1001 0 H-J 0 -1476 [13] 4X5 2.25 R 1.25 (14) 4X5 2.75 R 1.25 D-N 0 -289 I-J 0 -107 N-E 0 -584 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 17.87 BC 120 -0.13 17.87 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: 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray IniEECIlWi PE No.60839 PE No.58544 PE No.71457 15880CEANBLVD Ply:4 SEQN:17191/T68/SPEC Custom Qty: 1 FROM: DRW: FG01 Wgt:1131.2 lbs Page 1 of 2 ... / ... 11/10/15 • 1 -I 7'3"4 10'6"15 14'5" 15'5"4▪ 2'4"6 201"8 2711"4 26'0"8 291"9 323" " 6'8"15 3'3"11 3'10"1 )1'O'4 I 2'3"14 ) 75'12 3'1"4 ) 31"l ( 317 Ha-6X8 12 06X6i19JF11 4X5[21]G ■ I 3.5 p E f J 14X4 9) 08X8 W6` Wd K$4X5[32] C tiN:V5 \ . �:/../p, LwSXT7]34] A73X8(C6 ^� �� It m 6X72(D1): m -.. ....._-.-011:"% • - -� �� ] 115X5[20 j_ 011.1"2 11 1 2 # X (01) yy UU TT p P o _ NN 7'1"8 112X4 34„2 V 1 G,�H0612 msX8,1SpH0310[1a 78„810X12(1),11"123X4[29]31"12 4X4[31]31"8 5X5[33]29,'14X8 7] 1 7'1"8 105"10 12' I 22 4 9-5721' 74 8 I 203" 223'7'12 ) 26'4"8 29'6" 323" 1 14'2"4 )" 4� 1768 Loading Criteria(psi) 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 Pt:NA Ce:NA VERT(LL): 0.358 T 999 383 A 10169/2777 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.751 T 510 383 M 10914/2671 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.069 M - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.144 M - - A Min Brg Width Req= 3.0 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 M Min Brg Width Req= 3.2 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.588 Bearings A&M Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.643 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.883 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.22 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 2212-8172 G-H 1348 -5267 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.02F1.1028.19 B-C 2404-8834 H-I 1351 -5284 Lumber Special Loads C-D 2454-9038 I-J 1232 -4955 Value Set:13B(Effective 6/1/2013) ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) D-E 2329-8339 KJ-K 1037 -2655 TC-From 55 It at 0.89 to 55 If at 10.49 E-F 2253-8339 K-L 649 -2655 Top chord 2x6 SP SS Dense p P F-G 1769-6733 Bot chord 2x8 SP SS Dense TC-From 55 plf at 10.49 to 55 plf at 12.08 Webs 2x4 SP#3:W5,W6 2x6 SP#2: TC-From 155 plf at 12.08 to 155 pit at 14.06 :W7,W8,W17 2x4 SP#2: TC-From 543 plf at 14.06 to 543 pit at 20.13 Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x4 SP#3:BLOCK LENGTH= 2.000' TC-From 543 plf at 20.13 to 543 Of at 25.85 Chords Tens.Comp. Chords Tens. Comp. TC-From 155 plf at 25.85 to 155 plf at 28.17 Lumber value set"13B"uses design values TC-From 55 plf at 28.17 to 55 plf at 32.25 A-B 7855-2125 S-R 8054 -2177 approved 1/30/2013 by ALSC BC-From 64 plf at 0.00 to 64 plf at 0.89 B-W 8467-2305 R-Q 6258 -1643 BC-From 10 plf at 0.89 to 10 plf at 12.00 W-V 8469-2306 0-P 4734 -1183 Nailnote BC-From 10 plf at 12.00 to 10 plf at 20.25 V-U 8699-2360 P-0 4134 -1013 Nail Schedule:0.131"x3",min.nails BC-From 10 plf at 20.25 to 10 plf at 32.25 U-T 8699-2360 0-N 2689 -656 Top Chord:1 Row @ 3.50"o.c. TC- 794 lb Conc.Load at 13.06 T-S 8160-2210 N-M 6 -2 Bot Chord:1 Row @ 4.00"o.c. TC- 785 lb Conc.Load at 26.85 Webs :1 Row @ 4"o.c. BC-11238 lb Conc.Load at 14.79 Repeat nailing as each layer is applied.Use equal Maximum Web Forces Per Ply(lbs) spacing between rows and stagger nails in each row Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. to avoid splitting. JT Plate Lateral Chord JT Plate Lateral Chord W-C 27 -65 H-Q 2319 -620 In addition apply(1)1/2"bolt or 0.22"-0.25"min/max dia.X 6.t]t;]o Size Shift Bite No Size Shift Bite length wood screw at each joint location. [18] I-10310 S 6.25 [19] 6X6 S 1.25 C-V 280 -67 Q-I 626 -223 4"o.c.spacing of nails perpendicular and parallel to [20] 5X5 S 1.25 [21] 4X5 2.75 L 1.25 V-D 157 -43 I-P 252 -874 grain required in area over bearings greater than 4" [29] 3X4 S 1.25 [31] 4X4 2.50 R 1.25 D-T 186 -677 P-J 946 -267 [32] 4X5 S 1.25 [33] 5X5 1.75 L 1.25 T-E 505 -181 J-0 358 -1423 Plating Notes [34) 5X7 S 1.25 [37] 4X8 S 5.00 S-F 2754 -853 0-K 1977 -488 All plates are 3X4 except as noted. F-R 1077-3625 K-N 484 -1954 (I)-plates so marked were sized using 0% Purlins R-G 2879 -858 N-L 3187 777 Fabrication Tolerance, 0 degrees Rotational In lieu of structural panels or rigid ceiling use purlins G-Q 812-2820 L-M 662 -2693 Tolerance,and/or zero Positioning Tolerance. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Wind TC 24 0.17 32.13 Wind loads and reactions based on MWFRS. BC 120 -0.12 32.13 Apply purlins to any chords above or below fillers Right end vertical not exposed to wind pressure. at 24"OC unless shown otherwise above. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:4 SEAN:17191/T68/SPEC Custom Qty: 1 FROM: DRW: FG01 Wgt:1131.2 lbs Page 2 of 2 ... / ... 11/10/15 Additional Notes The maximum concentrated load is 7024# The overall height of this truss excluding overhang is 6-2-9. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray IECHNOLOY;' PE No.60839 PE No.58544 PE No.71457 I 1588OCEANBLVD Ply:2 SEQN:17246/T96/HIPM Custom Qty: 1 FROM: DRW: FG02 Wgt:85.4 lbs ... / ... 11/10/15 3'11"12F 7'6" I 9' _i 3'111 2 3'6"4 1'6" 12 1112X4 E T3.5 p =3X3 1112x4 D SOTX3 F T 3xs� LT T .„_,- ib I N �' 11 2X4(A1)B W1 N 47 A 111'1"2 ( 1112X4 H 1112X4 G X4 3,9.. 3'5..8 1'9"8 L_ 1'4"8 I I IA 3'9" 7'2"8 9' 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 I Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.117 E 904 240 B 668 I_ /_ /_ /_ /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.217 E 489 180 G 709 /- I- /- /- I- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.033 E - - B Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.060 E - - G Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing B Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.187 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.945 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.321 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 19 0 C-E 0 -87 I:NA GCpi:NA Plate Type(s): B-C 0 -547 D-F 0 -84 Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 Lumber Hangers I Ties Maximum Bot Chord Forces Per Ply(lbs) Value Set:138(Effective 6/1/2013) (J)Hanger Support Required,by others Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Additional Notes B-I 502 0 H-G 84 0 Bot chord 2x4 SP#2 I-H 481 0 Webs 2x4 SP#3:W1 2x6 SP#2: The overall height of this truss excluding overhang is Lumber value set"138"uses design values 2-6-6. Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Nailnote I-C 137 0 D-E 0 -144 Nail Schedule:0.131"x3",min.nails C-H 0 -444 F-G 0 -156 Top Chord:1 Row @10.00"o.c. H-D 0 -157 Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 101 plf at -1.37 to 101 pH at 5.01 TC-From 50 plf at 5.01 to 50 plf at 7.50 TC-From 201 plf at 7.50 to 201 plf at 9.00 BC-From 10 plf at 0.00 to 10 plf at 5.01 BC-From 5 plf at 5.01 to 5 plf at 9.00 TC- 236 lb Conc.Load at 7.50 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 -3.90 6.48 BC 106 -2.38 6.48 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 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. 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 APE X Michael 0 Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 15880CEANBLVD Ply:2 SEQN:17369/T100/HIPM Custom Qty: 1 FROM: DRW: FG03 Wgt:92.4 lbs ... / ... 11/10/15 4'4"10 6'8"5 9' • 4'4"10 I 2'3"11 I 2'3"11 12 III 4 3.5 L___.-- C4X8 =3X3[121E a T Tc,) 2X4(A1)B 4-2 A - { ! X11'1"2 HH 1112X4F III2X4 =3X[11] 1'4"8 1 4'6"6 I 2'1"15 _� 2'3"11 H4'6"6 ' 6'8"5 9' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/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 1W TCDL: 10.00 Speed: NA mph Pi:NA Ce:NA VERT(LL): 0.019 H 999 240 B 837 /- /- /- /- 15.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.033 H 999 180 F 910 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 F - - B Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.008 F - - F Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing B Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.252 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.264 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.314 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 19 0 C-D 0 -577 I:NA GCpi:NA Plate Type(s): B-C 0 -728 D-E 0 -577 Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 to laterally brace chords as follows: B-H 673 0 G-F 7 0 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) H-G 681 0 Webs 2x4 SP#3 TC 24 -1.37 9.00 BC 106 0.15 9.00 Lumber value set"13B"uses design values Apply puffins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nailnote Hangers/Ties C-H 73 0 G-E 659 0 Nail Schedule:0.131"x3",min.nails (J)Hanger Support Required,by others C-G 0 -120 E-F 0 -443 Top Chord:1 Row @ 9.50"o.c. D-G 0 -239 Bot Chord:1 Row @12.00"o.c. Additional Notes Webs 1 Row @ 4"o.c. The overall height of this truss excluding overhang is Use equal spacing between rows and stagger nails in each row to avoid splitting. 1-7-8. Special Loads -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 101 plf at -1.37 to 101 plf at 4.53 TC-From 50 plf at 4.53 to 50 plf at 7.50 TC-From 150 plf at 7.50 to 150 plf at 9.00 BC-From 10 plf at 0.0010 10 plf at 4.29 BC-From 5 plf at 4.29 to 5 plf at 9.00 TC- 236 lb Conc.Load at 7.50 PLT- 81 lb Conc.Load at(4.29,12.65) PLT- 99 lb Conc.Load at(5.06,12.68),(7.06.12.68) PLB- 78 lb Conc.Load at(4.29.11.13) PLB- 58 lb Conc.Load at(5.06.11.13),(7.06,11.13) Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite (11) 3X8 S 1.25 [12) 3X3 S 1.25 l 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. .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 epn Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 15880CEANBLVD Ply:2 SEAN:17377/T69/FLAT • Custom Qty: 1 FROM: DRW: FG04 Wgt:161.0 lbs ... / ... 11/10/15 2'1 1"1I 5'3"11 I 7'9"4 I 10'9"10 I 13'10" F2'11"1 2'4"9 2'5"9 3'0"6 3'0"6 3X3[1] =3X8 =3X8 1113X8 1112X4 =4X4[12] A B C D E F T 1 a W1 Fp W2 W3 W4 W W6 - W9� i I I I 1 I I 11 LI K J I H III2X4 O 11'1"2 1112X4 2'6.9 =3X8 24„9 =3X8 2'8"5 -H0310 3'5"14 -3X8[11] 2'9"10 1- 2,5"9 I 4'10"3 I T6"8 I 11'0"6 I 13'10" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.102 D 999 240 L 938 I- /- I- I- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.163 0 999 180 G 987 /- /- /- /- /2.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.021 A - - L Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.033 A - - G Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings L&G Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.390 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.783 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.602 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -720 D-E 0 -1203 I:NA GCpi:NA Plate Type(s): B-C 0-1256 E-F 0 -1157 Wind Duration:NA WAVE,HS VIEW Ver:15.01.01C.0611.00 C-D 0-1200 Lumber Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP#2 Chord Spacing(in oc) Start(ft) End(ft) L-K 23 0 I-H 1203 0 Webs 2x6 SP SS Dense TC 24 0.00 13.83 K-J 860 0 H-G 13 -5 :W2,W4,W6,W10 2x4 SP#3: BC 120 0.00 13.83 :W3,W5,W9 2x6 SP#2: Apply purlins to any chords above or below fillers J-I 1298 0 at 24"OC unless shown otherwise above. Lumber value set"13B"uses design values Maximum Web Forces Per PlyIb approved 1/30/2013 by ALSC The TC of this truss shall be braced with attached (lbs) spans at 24"OC in lieu of structural sheathing. Webs Tens.Comp. Webs Tens. Camp. Nailnote A-L 0 -439 C-I 98 -169 Additional Notes Nail Schedule:0.131"x3",min.nails A-K 787 0 I-D 3 -17 TopChord:1 Row@12.00"o.c. Truss must be installed as shown with top chord up. K-B 0 -418 E-H 0 -266 Bot Chord:1 Row @12.00"o.c. The overall height of this truss excluding overhang is B-J 477 0 H-F 1264 0 Webs :1 Row @ 4"o.c. 1-8-0. J-C 0 -125 F-G 0 -566 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 100 plf at 0.00 to 100 plf at 13.83 BC-From 10 plf at 0.00 to 10 plf at 13.83 BC- 403 lb Conc.Load at 7.77 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [1] 3X3 1.75 R 1.25 [11] 3X8 S 1.25 [12] 4X4 1.75 R 1.25 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. 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 ep:;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:2 SEON:17361/T49/FLAT Custom Qty: 1 FROM: DRW: FG05 Wgt:86.8 lbs ... / ... 11/10/15 1'11"4I 4'3" I 6.9"8 1'11"4 2'3"12 2'6"8 A=3X3 3 . '3X81112XD T 0So o W3 ► a 1 - J a 011'1"2 1112X4 =H P0[5] 1112X4 --3X I-1'9"8 Y 5' 1 1'11"42'3"12 2'6"8 1'11"4 I 4'3" I 6'9"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/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: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.006 C 999 240 G 2916 /- I- I- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.012 C 999 180 E 998 I- I- I- I- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 E - - G Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.004 E - - E Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearings G&E Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.144 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.195 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.190 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 228 0 C-D 0 -19 I:NA GCpi:NA Plate Type(s): B-C 228 0 Wind Duration:NA WAVE,HS VIEW Ver:15.01.01C.0611.00 Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x6 SP SS Dense to laterally brace chords as follows: H-G 1 0 F-E 461 0 Chord Spacing(in oc) Start(ft) End(ft) Bot chord 2x4 SP#2 G-F 461 0 Webs 2x4 SP#3:W1,W3,W7 2x6 SP#2: TC 24 0.00 6.79 BC 82 0.00 6.79 Lumber value set"136"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nailnote The TC of this truss shall be braced with attached A-H 11 -9 C-F 37 -24 spans at 24"OC in lieu of structural sheathing. A-G 0 -271 C-E 0 -492 Nail Schedule:0.131"x3",min.nails Top Chord:2 Rows @ 4.50"o.c.(Each Row) Additional Notes G-C 0 -759 D-E 0 -267 Bot Chord:1 Row @12.00"o.c. B-G 0 -918 Webs :1 Row @ 4"o.c. Truss must be installed as shown with top chord up. Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is in each row to avoid splitting. 1-7-8. Special Loads (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 150 plf at 0.00 to 150 plf at 2.17 I TC-From 50 plf at 2.17 to 50 plf at 6.79 BC-From 5 plf at 0.00 to 5 plf at 6.79 TC- 170 lb Conc.Load at 0.00 TC- 127 lb Conc.Load at 1.65 TC-1150 lb Conc.Load at 1.71 TC- 930 lb Conc.Load at 3.65,5.65 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [5] H0310 S 1.25 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 I 1588OCEANBLVD Ply:2 SEAN:17302/T81/FLAT Custom Qty: 1 FROM: DRW: FG06 Wgt:84.0 lbs ... / ... 11/10/15 1'11"4I 4'3"8 I 6'9"8 F1'11"4 2'4"4 2'6" A 3X3 IIIB 4 =33X8 III2Xp4 TO o a i. I11 00 o 11'1"2 112X4 _13X8 1II2X4 _3X3[11) 1-1.9"8 7 5 _- a 1'11"4 2'4"4 2'6" 1' 1'1 1"4 f 4'3"8 I 6'9"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: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.004 A 999 240 G 2192 I- /- 1- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.009 A 999 180 E 157 /111 /- /- I- 15.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.002 A - - G Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.004 A - - E Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings G&E Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.273 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.045 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.172 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)110(0) Mfg Specified Camber: A-B 274 0 C-D 0 -2 I:NA GCpi:NA Plate Type(s): , B-C 274 0 Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 to laterally brace chords as follows: H-G 2 0 F-E 33 133 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) G-F 33 -133 Webs 2x4 SP#3 TC 24 0.00 6.79 BC 82 0.00 6.79 Lumber value set"13B"uses design values Apply puffins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nailnote The TC of this truss shall be braced with attached A-H 7 -2 C-F 36 0 spans at 24"OC in lieu of structural sheathing. Nail Schedule:0.131"x3",min.nails A-G 0 -339 C-E 152 -35 Top Chord:1 Row @ 4.25"o.c. G-B 0 -748 D-E 0 -58 Bot Chord:1 Row @12.00"o.c. G-C 0 -267 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 200 plf at 0.00 to 200 plf at 2.08 TC-From 100 plf at 2.08 to 100 plf at 6.79 BC-From 10 plf at 0.00 to 10 plf at 6.79 TC- 170 lb Conc.Load at 0.00 TC-1150 lb Conc.Load at 1.79 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [11] 3X3 S 1.75 Additional Notes 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. 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 ei,7", Michael G Kozlowski Jeffrey P Arneson Derek B Murray BEICEMIMICIM PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17333/T70/SY42 Custom Qty: 1 FROM: DRW: FGE01 Wgt:86.8 lbs ... / ... 11/10/15 F 1'2„8'1 f•1,2„8 I I 1'2"8, I—1'2"8 { 12"8I I- 1'2"8 H 1 1,2.,8'1 F 1,2„8'1 f 1'2"8 I I 1,2"8'I I'1,2„8 1"?2 ABA B C D E F G H I J K LM T3,.8 r - - - - _ - _ ' N i �� �� .r f ,c s �� 11'1„2 Z Y X W V U T S R Q III Nk4 ¶ X4 i 15712 i I 15212 I 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/deft U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 AA'111 /- /- /- /- /180 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 0 -17 /17 /- /- /- /2.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 M - - AA Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):0.002 M - - 0 Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AA&0 Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.190 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.034 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0” MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.034 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 1 0 G-H 1 0 I:NA GCpi:NA Plate Type(s): B-C 1 0 H-I 1 0 Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 C-D 1 0 I-J 1 0 Lumber Additional Notes D-E 1 0 J-K 1 0 E-F 1 0 K-L 1 0 Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging F-G 1 0 L-M 1 0 Top chord 4x2 SP#3 recommendations. Bot chord 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values 1-8-0. approved 1/30/2013 by ALSC AA-Z 0 -1 U-T 0 -1 Z-Y 0 -1 T-S 0 -1 Bracing Y-X 0 -1 S-R 0 -1 Sheathing is required for any longitudinal(drag) X-W 0 -1 R-Q 0 -1 forces.All connections to be designed by the building W-V 0 -1 Q-P 0 -1 designer. V-U 0 -1 P-0 0 -1 Fasten rated sheathing to one face of this frame. PlatingNotes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. All plates are 1X3 except as noted. AB-AA 0 -9 M-O 20 0 Purlins A-AA 0 -56 0-N 0 -7 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Gable Forces Per Ply(lbs) Chord Spacing(in oc) Start(ft) End(ft) Gables Tens.Comp. Gables Tens. Comp. TC 24 0.25 14.98 BC 120 0.25 15.02 B-Z 0 -146 H-T 0 -133 Apply purlins to any chords above or below fillers C-Y 0 -131 I-S 0 -134 at 24"OC unless shown otherwise above. D-X 0 -134 J-R 0 -131 E-W 0 -133 K-Q 0 -145 End Vertical Attachment F-V 0 -133 L-P 0 -100 Attach notched end verticals)to next end vertical G-U 0 -133 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. 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 ie,E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17367/T45/SY42 Custom Qty: 1 FROM: DRW: FGE02 Wgt:36.4 lbs .. / ... 11/10/15 H 1,2„8,-I I^1'2"8 Hi—1'2"8—I I—9"8—I , A B C D E T T 1 1 1 1 1 3,8 L 1 1 1 1 1 F eo 1 ri�I�1. .1�.�i I\ 11'1'2 K J I H G 1112X4 5'3"8 11124 I— 5'3"8 1 Loading Criteria(psi) Wind Criteria Snow Criteria(PIP,in PSF) Defl/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: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 K 71 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 K' 101 /- /- /- /- /58.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 E - - K Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.002 E - - K Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearings K&K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.188 Load Duration:1.00 BCOL:NA psf TPI Std: 2007 Max BC CSI: 0.033 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.029 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 C-D 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 D-E 0 0 Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#3 The overall height of this truss excluding overhang is K-J 0 0 I-H 0 0 Bot chord 4x2 SP#3 1-8-0. J-I 0 0 H-G 0 0 Webs 4x2 SP#3 Lumber value set"138"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Bracing L-K 0 -9 E-G 0 -36 Sheathing is required for any longitudinal(drag) A-K 0 -56 G-F 0 -8 forces.All connections to be designed by the building designer. Maximum Gable Forces Per Ply(lbs) Fasten rated sheathing to one face of this frame. Gables Tens.Comp. Gables Tens. Comp. Plating Notes B-J 0 -145 D-H 0 -122 C-I 0 -134 All plates are 1X3 except as noted. 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 0.13 4.92 BC 58 0.13 4.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end verticals)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: 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 g7;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:172581 T26/SY42 Custom Qty: 1 FROM: DRW: FGE03 Wgt:89.6 lbs ... / ... 11/10/15 12�8'I 11 28-1 11- 2 8-I 11--2 8-I 11'-" "'I 12�8'I ^ - I 12"8 1�___^1 1�"I2"8 F1'3"4 1 1111X3 Ad% B C D E F G FtW 13X4 3 K L M N J io I II////1/111 �� //�//�/ / 011'1"2 ACAB AA Z �X W 1111X3 V U T S R Q P 1111X3 1111X3 1111X3 1111X3 W=3X4 I111X3 1111X3 1111X3 1111X3 1111X3 1111X3 2'2" 1 14'3"4 i I- 16'5"4-- —I Loading Criteria fust) 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: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.035 A 431 360 AC'173 I- l- I_ I- /23.3 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.055 A 275 240 AB-84 /84 1- l- I- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.028 A - - AA'109 /- /- l- /- /168 Des Ld: 55.00 EXP:NA HORZ(TL):-0.043 A - - AC Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 AB Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.547 AA Min Brg Width Req= - Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.391 Bearings AC,AB,&AA Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.085 C&C Dist a:NA ft FT/RT:30(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:15.01.010.0611.00 A-B 9 0 H-I 9 0 Lumber Additional Notes B-C 9 0 I-J 9 0 C-D 9 0 J-K 9 0 Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging D-E 9 0 K-L 9 0 Top chord 4x2 SP#3 recommendations. E-F 9 0 L-M 9 0 Bot chord 4x2 SP#3 Truss must be installed as shown with top chord up. F-G 9 0 M-N 9 0 Webs 4x2 SP#3 The overall height of this truss excluding overhang is G-H 9 0 Lumber value set"13B"uses design values 1-8-0. approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. Sheathing is required for any longitudinal(drag) AC-AB 0 -9 V-U 0 -9 forces.All connections to be designed by the building AB-AA 0 -18 U-T 0 -9 designer. AA-Z 0 -9 T-S 0 -9 Fasten rated sheathing to one face of this frame. Z-Y 0 -9 S-R 0 -9 Y-X 0 -9 R-0 0 -9 Plating Notes X-W 0 -9 Q-P 0 -9 All plates are 2X4 except as noted. W-V 0 -9 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: Chord Spacing(in oc) Start(ft) End(ft) AD-AC 9 -1 N-P 0 -73 TC 24 0.13 16.06 A-AC 0 -47 P-0 7 -2 BC 120 0.13 16.06 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-AB 0 -201 H-U 0 -133 Attach notched end verticals)to next end vertical C-AA 0 -95 J-T 0 -133 using(3)qty.10d box or(0.128"x3"min)gun nails,or D-Z 0 -142 K-S 0 -134 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire E-Y 0 -131 L-R 0 -129 staples,through wide face;or(3)qty.16-Gauge,1" F-W 0 -134 M-0 0 -150 Crown(minimum),1-1/2"length wire staples on each G-V 0 -133 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. 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 APE X N Michael G Kozlowski Jeffrey P Arneson Derek B Murray inFEIZEMMI PE No.60839 PE No.58544 PE No.71457 i 1588OCEANBLVD Ply:1 SEQN:17359/166/SY42 • Custom Qty: 1 FROM: DRW: FGE04 Wgt:64.4 lbs ... / ... 11/10/15 t-1'2„8—II—1'2„8—I I— 1,2„8—1 F 1'2„8—I I—1'2"8"I F 1'2"8")I—12„8-II—1,212 i A B C D E F G H I T 22 T 1 1 II 11 �, �1 co 1 } _ jj �i , f 011'1"2 1112X��� P O ��� 1112X4 i 11'012 1 I— 11'0"12 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/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: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 I 999 360 S 71 /- /- /- /- /4.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 I 999 240 S' 105 I- I- I- /- /128 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 I - - S Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.000 I - - S Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings S&S Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.194 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.034 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.035 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 E-F 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 F-G 0 0 Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 C-D 0 0 G-H 0 0 Lumber Additional Notes D-E 0 0 H-I 0 0 Value Set:138(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging Top chord 4x2 SP#3 recommendations. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP#3 Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 The overall height of this truss excluding overhang is S-R 0 0 O-N 0 0 Lumber value set"136"uses design values 1-8-0. R-Q 0 0 N-M 0 0 approved 1/30/2013 by ALSC Q-P 0 0 M-L 0 0 P-O 0 0 L-K 0 0 Bracing Sheathing is required for any longitudinal(drag) Maximum Web Forces Per Ply(lbs) forces.All connections to be designed by the building Webs Tens.Comp. Webs Tens. Comp. designer. Fasten rated sheathing to one face of this frame. T-S 0 -9 I-K 0 -57 A-S 0 -56 K-J 0 -9 Plating Notes All plates are 1X3 except as noted. Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Gables Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins B-R 0 -146 F-N 0 134 to laterally brace chords as follows: C-Q 0 -131 G-M 0 130 Chord Spacing(in oc) Start(ft) End(ft) D-P 0 -134 H-L 0 -147 TC 24 0.13 10.69 E-O 0 -133 BC 120 0.13 10.69 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: 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 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray E_ PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:2 SEAN:17371/T20/HIPM Custom Qty: 5 FROM: DRW: FT01 Wgt:92.4 lbs .. / ... 11/10/15 4'6"6 6'9"3 9' -I 4'6"6 I 2'2"13 I 2'2"13 12 III 3.5 V 4X8X4 =3X3[121E a T T 2X4(A1)B o 4"2A o 11 ��rr 1 " 0 „',"2 H G 1112X4 F 1112X4 .3X8[11] 1'4"8 4'8"2 2'1"1 2'2"13 4'8"2 I 6'9"3 H9' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflJCSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Uden L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.018 C 999 240 B 1002 I- /- I- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.029 C 999 180 F 848 I- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 F - - B Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.007 F - - F Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing B Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.287 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.267 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.294 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 29 0 C-D 0 -532 I:NA GCpi:NA Plate Type(s): B-C 0 -704 D-E 0 -532 Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 to laterally brace chords as follows: B-H 638 0 G-F 5 0 Chord Spacing(in oc) Start(ft) End(ft) Bot chord 2x4 SP#2 H-G 640 0 Webs 2x4 SP#3 TC 24 -1.50 8.87 BC 106 0.02 8.87 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nailnote Additional Notes C-H 27 0 G-E 618 0 Nail Schedule:0.131"x3",min.nails The overall height of this truss excluding overhang is C-G 40 -127 E-F 0 -412 Top Chord:1 Row @12.00"o.c. 1-8-0. D-G 0 -258 Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads --(Lumber Dur.Fac.=1.001 Plate Dur.Fac.=1.00) TC-From 151 plf at -1.38 to 151 plf at 7.50 TC-From 101 plf at 7.50 to 101 plf at 9.00 BC-From 10 plf at 0.00 to 10 plf at 9.00 TC- 270 lb Conc.Load at 7.50 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite (11) 3X8 S 1.25 112) 3X3 S 1.25 Hangers!lies (J)Hanger Support Required,by others 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 i 1588OCEANBLVD Ply:1 SEAN:17292/T21/GABL Custom Qty:2 FROM: DRW: GE01 Wgt:71.4 lbs / ... 11/10/15 2I i___ _ 'vf' 1,10"7 I 1'1"1 4'3"8 I 5'7"8 I 6,11"8 I 8,3"8 I 1'1'1 I 11,3„ 1'10"7 1'4" 1'4" 1'4" 1'4" 1'10"7 G, 4X4 T *12 F - H 6I '&3X4(") 03X3 E • I Ld3X4('* el �3X• D : : J 3X3 v' 4.,1111114‘01::& 4 , r' 1114X8(E5) Ai T A B �� 11 I1 f1 r1 I L � El U LJ lJ IJ M 21'11" 1 R Q P 0 N F j 2'11"8 I 1'4" I 1,4" I 1'4" I 1'4" I 2'11"8 1'4"81'4.'8 H 2'11"8 4'3"8 5'7"8 6'11"8 8'3"8 11'3" (NNL) (NNL) I---3'4"8 -I I- 3'4"8 -{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/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): 0.053 R 999 240 B 1014 /487 /- I- I- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.100 R 999 180 L 1014 /487 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.050 E - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.98 ft Code/Misc Criteria Creep Factor:1.5 L Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.465 Bearings B&L Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.866 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.260 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 37 -24 G-H 471 -1021 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 511 -1112 H-1 475 -1030 Lumber Purlins B-D 18 -26 I-J 503 -1101 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins D-E 504-1108 J-K 509 -1-26 1 to laterallybrace chords as follows: D-E 504 -1101 J-L 18 26 Top chord 2x4 SP#2 E-F 475-1030 K-L 511 -1112 Bot chord 2x4 SP M-30 Chord Spacing(in oc) Start(ft) End(ft) F-G 471 -1021 L-M 37 24 Webs 2x4 SP#3 TC 24 -1.38 12.63 :Stack Chord SCI 2x4 SP#2: BC 120 0.00 11.25 :Stack Chord SC2 2x4 SP#2: Apply purlins to any chords above or below fillers Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' at 24"OC unless shown otherwise above. Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Loading B-R 958 -439 P-O 951 -436 Lumber value set"13B"uses design values R-Q 952 -436 O-N 952 -436 approved 1/30/2013 by ALSC Truss designed to support 8"maximum gable end overhang. Q-P 951 -436 N-L 958 -439 Special Loads Wind Maximum Web Forces Per Ply(lbs) -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Wind loads and reactions based on MWFRS. Webs Tens.Comp. TC-From 56 pff at -1.38 to 56 plf at 1.51 TC-From 28 plf at 1.51 to 28 plf at 5.63 Additional Notes G-P 683 -311 TC-From 28 plf at 5.63 to 28 plf at 9.74 TC-From 56 plf at 9.74 to 56 pit at 12.63 See DWGS A14030ENC101014&GBLLETIN1014 for BC-From 4 plf at -1.38 to 4 plf at 0.00 gable wind bracing requirements. Maximum Gable Forces Per Ply(lbs) BC-From 5 plf at 0.00 to 5 plf at 11.25 Stacked top chord must NOT be notched or cut in Gables Tens.Comp. Gables Tens. Comp. BC-From 4 plf at 11.25 to 4 plf at 12.63 area(NNL).Dropped top chord braced at 24"o.c. BC- 160 lb Conc.Load at 0.82,10.43 intervals.Attach stacked top chord(SC)to dropped E-R 145 -51 O-H 19 -18 BC- 50 lb Conc.Load at 1.51,9.74 top chord in notchable area using 3x4 tie plates 24" F-Q 19 -18 N-1 145 -51 BC- 226 lb Conc.Load at 2.73,4.73,6.52,8.52 o.c.Center plate on stacked/dropped chord BC- 22 lb Conc.Load at 3.56,7.69 interface,plate length perpendicular to chord length. BC- 43 lb Conc.Load at 5.63 Splice top chord in notchable area using 3x6. Plating Notes The overall height of this truss excluding overhang is All plates are 2X4 except as noted. 3-5-13. (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 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. 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 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray EnEECEECONI PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17214/T12/GABL Custom Qty: 1 FROM: DRW: GE02 Wgt:79.8 lbs ... / ... 11/10/15 '11"8 '4"9 . z�-1 I•"I 1'10"7 111 4'3"8 5'7"8 6'11"8 8'3"8 111 11'3" I 1'10"7 I I 1,4" I 1,4., I 1'4" I 1,4" I I 1,10„7 I G=4X4 T 12 F �� H 6 E : I 13e 3X4D5)in X4T IIIH0310(BS), ` , L A I I I . I I M 21'11" 1 R 0 P 0 N IIL4X4[141 I-1 4"8 1 2'11"8 I 1'4" I 1'4 I 4" I l'4" I 2'11"8 A 1'4"8-I 2'11"8 4'3"8 5'7"8 6'11"8 8'3"8 11'3" (NNL) (NNL) I-3'4"8 ..I I-3'4"8-I 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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.031 N 999 240 B 1014 /487 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.058 N 999 180 L 1014 /487 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.023 E - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.98 ft Code/Misc Criteria Creep Factor:1.5 L Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.178 Bearings B&L Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.563 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.342 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 28 -18 G-H 519 -1164 Wind Duration:1.60 HS,WAVE VIEW Ver:15.01.01C.0611.00 B-C 496-1109 H-I 526 -1179 Lumber Purlins B-D 62 -128 I-J 530 -1196 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins D-E 530-1196 J-K 495 --128 to laterally brace chords as follows: D-E 530-1196 J-L 62 109 128 Top chord 2x4 SP#2 E-F 526-1179 K-L 496 -1109 Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) F-G 519-1164 L-M 28 18 Webs 2x4 SP#3 TC 24 -1.38 12.63 :Stack Chord SC1 2x4 SP#2: BC 120 0.00 11.25 :Stack Chord SC2 2x4 SP#2: Apply purlins to any chords above or below fillers Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' at 24"OC unless shown otherwise above. Chords Tens.Comp. Chords Tens. Comp. :RI Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Loading B-R 1074 -477 P-O 1058 -470 Lumber value set"13B"uses design values Truss designed to support 8"maximum gable end R-Q 1058 -470 O-N 1058 -470 approved 1/30/2013 by ALSC overhang. Q-P 1058 -470 N-L 1074 -477 Special Loads Wind ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply(lbs) TC-From 56 plf at -1.38 to 56 plf at 1.51 Wind loads and reactions based on MWFRS. Webs Tens.Comp. TC-From 28 plf at 1.51 to 28 plf at 5.63 Additional Notes G-P 897 -389 TC-From 28 plf at 5.63 to 28 plf at 9.74 TC-From 56 plf at 9.74 to 56 plf at 12.63 See DWGS A14030ENC101014&GBLLETIN1014 for BC-From 4 plf at -1.38 to 4 plf at 0.00 gable wind bracing requirements. Maximum Gable Forces Per Ply(lbs) BC-From 5 plf at 0.00 to 5 plf at 11.25Stacked top chord must NOT be notched or cut in Gables Tens.Comp. Gables Tens. Comp. BC-From 4 plf at 11.25 to 4 plf at 12.63 area(NNL).Dropped top chord braced at 24"o.c. BC- 160 lb Conc.Load at 1.32,9.93intervals.Attach stacked top chord(SC)to dropped E-R 14 -11 O-H 11 -10 BC- 50 lb Conc.Load at 1.51,9.74top chord in notchable area using 3x4 tie-plates 24" F-Q 11 10 N-I 14 11 i BC- 226 lb Conc.Load at 3.23,5.23,6.02,8.02 o.c.Center plate on stacked/dropped chord BC- 22 lb Conc.Load at 3.56,7.69 interface,plate length perpendicular to chord length. BC- 43 Ib Conc.Load at 5.63 Splice top chord in notchable area using 3x6. Plating Notes The overall height of this truss excluding overhang is 11 All plates are 2X4 except as noted. 3-5-13. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [14] 4X4 S 2.50 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. 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 ei)7;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 r 1588OCEANBLVD Ply:1 SEQN:17200/T14/HIP_ ' Custom Qty: 6 FROM: DRW: HJ01 Wgt:40.6 lbs ... / ... 11/10/15 • 52"9I 9'9"5 5'2"9 4'6"12 D ;, 25'5"7 12 4.24 p --2X4 C N ,, it, Ni. =2X4(A1)B A "- �X 21'11" =4 E4 F H--1.11''5 1 9'5"11 (� '�5 9'S"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): 0.018 F 999 240 B 274 /230 /- /- /- /4.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.054 F 999 180 E 295 /129 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 F - - D 71 /58 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.024 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.67 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.492 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.960 D Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI: 0.238 Bearing B 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:15.01.01C.0611.00 Lumber Additional Notes A-B 19 13 C-D 45 58 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is B-C 366 -438 Top chord 2x4 SP#2 3-9-15. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set"13B"uses design values B-F 433 -326 F-E 0 0 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. TC-From 0 plf at -1.94 to 55 plf at 0.00 C-F 353 -470 TC-From 2 plf at 0.00 to 2 plf at 9.77 BC-From 0 plf at -1.94 to 4 plf at 0.00 BC-From 2 pff at 0.00 to 2 plf at 9.77 TC- -25 lb Conc.Load at 1.52 TC- 113 lb Conc.Load at 4.35 TC- 234 lb Conc.Load at 7.18 BC- 9 lb Conc.Load at 1.52 BC- 75 lb Conc.Load at 4.35 BC- 137 lb Conc.Load at 7.18 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 -1.94 9.77 BC 116 0.15 9.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. 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. _ 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 ei:7E , Michael G Kozlowski Jeffrey P Arneson Derek B Murray liEnaCEICIEM PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEON:17192/T3/MONO Custom Qty: 6 FROM: DRW: HJ02 Wgt:18.2 lbs ... / ... 11/10/15 12 4.24 III 2X4 D �3X4CT T III H0310(E5 0111 ,- Coco Co N_ , r - A BI 11I V- 111 .1=11 0 21'11" 0.---21III2X4E 2'0"11 {- 111"5 al 2'0"11 i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Cl:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL):NA B 236 /111 /137 /- /60 15.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA E 29 /27 /28 I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.002 E - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.91 ft Code!Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.550 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.028 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.034 Maximum Top Chord Forces Per Ply(lbs)C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 33 0 C-D 8 -26 Wind Duration:1.60 HS,WAVE VIEW Ver:15.01.01C.0611.00 B-C 232 -250 Lumber Maximum Bot Chord Forces Per Ply fibs) Value Set:13B(Effective 611!2013) Chords Tens.Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 B-E 2 -3 Webs 2x4 SP#3 :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC D-E 81 -25 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 -1.94 2.06 BC 25 0.00 2.06 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 1-8-8. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ME GI I 1 MOM PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17226/T30/HIP_ Custom Qty: 1 FROM: DRW: HJ03 Wgt:14.0 lbs ... / ... 11/10/15 • 12 4.24 D 3X4 C $r/ I co 23'2"12 III H0310(E5 00 N- -4--- N ti ti Bill.A p � 1 i (-0 2111" ►iso ►=1 E 19"3 f 1'11"5 * 1'9"3 i Loading Criteria(psi') Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA 8 235 /114 /139 /- /50 /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA E 25 /- /9 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 E - - D -19 /37 /29 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 E - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.86 ft Code/Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.291 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.021 D Min Brg Width Req= - MWFRS Parallel Dist:h to 2h RepFactors Used:Yes Max Web CSI: 0.009 Bearing B 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 HS,WAVE VIEW Ver:15.01.01C.0611.00 Lumber A-B 33 0 C-D 12 -16 Value Set:13B(Effective 6/1/2013) B-C 147 -163 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' Chords Tens.Comp. Lumber value set"13B"uses design values B-E 1 -1 approved 1/30/2013 by ALSC Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -1.94 to 55 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 1.77 BC-From 0 plf at -1.94 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 1.77 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 -1.94 1.77 BC 21 0.00 1.77 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 1-7-4. 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. 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 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:172281 T31/HIP_ Custom Qty: 1 FROM: DRW: HJ04 Wgt:12.6 lbs ... / ... 11/10/15 12 4.24 L 3X3 '� 23'0"12 ooioorioir„,qp. ---- III H0310(E5 0 ti N Lf) ■ A B r r ' '4- � 1 I 0 21'11" 111.- 01 D 1'3"9 111"5 1'3"9 Loading Criteria(psi) 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 94 /125 /146 /- /45 /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 19 /- /8 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D - - C -28 148 /46 /- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.002 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.78 ft Code/Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.282 D Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.011 C Min Brg Width Req= - Load Duration:1.25 P Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.008 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 HS,WAVE VIEW Ver:15.01.01C.0611.00 Lumber A-B 19 0 B-C 133 -137 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' B-D 1 -1 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -1.94 to 55 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 1.30 BC-From 0 plf at -1.94 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 1.30 Purlins In lieu of structural panels or rigid ceiling use purtins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.94 1.30 BC 16 0.00 1.30 Apply purtins 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 1 The overall height of this truss excluding overhang is 1-5-4. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray =113M1., PE No.60839 PE No.58544 PE No.71457 I 1588OCEANBLVD Ply:1 SEQN:17200/T89/HIP_ Custom Qty:2 FROM: DRW: HJO5 Wgt:40.6 lbs ... / ... 11/10/15 5'6"8 9'10"1 I5'6"8 I 4,3"9 D 2.47 v %, TT 4,13'1"15 =2X4 C lo N 1 _ 7 N Zo 2X4(A1) B __.gligigigilligillIlliip. N A MIt 1 1 0 11'1"2 4X4 F 1-I I-111"5 1 9'81 9'8"1 9'1101 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.020 C 999 240 B 275 1289 I- /- I- 14.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.045 F 999 180 E 237 /68 I- I- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 F - - D 56 /22 /- /- /- /1.5 Des Id: 32.00 EXP:C HORZ(TL): 0.015 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.388 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.827 D Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 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: 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:15.01.010.0611.00 Lumber Additional Notes A B 11 -5 C-D 16 31 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is B-C 327 -522 Top chord 2x4 SP#2 2-4-5. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-F 527 -286 F-E 0 0 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. TC-From 0 plf at -1.94 to 54 plf at 0.00 C-F 297 -546 TC-From 2 plf at 0.00 to 2 plf at 9.84 BC-From 0 plf at -1.94 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- -62 lb Conc.Load at 1.52 TC- 76 lb Conc.Load at 4.35 TC- 198 lb Conc.Load at 7.18 BC- -6 lb Conc.Load at 1.52 BC- 61 lb Conc.Load at 4.35 BC- 121 lb Conc.Load at 7.18 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 -1.94 9.84 BC 110 0.65 9.84 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray GIOEIMIZECOM PE No.60839 PE No.58544 PE No.71457 15880CEANBLVD Ply:1 SEAN:17182/T109/HIP_ Custom Qty: 1 FROM: DRW: HJO6 Wgt:40.6 lbs ... / ... 11/10/15 568 I 9101 - 5'6"8 41"9 D 2.47 12 15 013'1"15 _2X40 T (V 1 � N pp =2X4(A1) B A �I'i 011'1"2 1'11"5 1 9'8"1 IZ„ 9'8"1 9 "1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Ce:NA VERT(LL): 0.040 F 999 240 B 267 /147 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.109 F 999 180 E 291 /67 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 F - - D 52 /26 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.026 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.422 E Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.961 D Min Brg Width Req= - Load Duration:1.25 P Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.345 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:15.01.01C.0611.00 Lumber Additional Notes A-B 11 5 C-D 16 35 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is B C 298 680 Top chord 2x4 SP#2 2-4 5. Sot chord SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 2x4#3 Chords Tens.Comp. Chords Tens. Comp. SPLumber value set"13B"uses design values B-F 676 -281 F-E 0 0 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -1.94 to 54 plf at 0.00 C-F 292 -702 TC-From 2 plf at 0.00 to 2 plf at 9.84 BC-From 0 plf at -1.94 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- -18 Ib Conc.Load at 1.52 TC- 108 lb Conc.Load at 4.35 TC- 217 lb Conc.Load at 7.18 BC- 5 lb Conc.Load at 1.52 BC- 71 lb Conc.Load at 4.35 BC- 131 Ib Conc.Load at 7.18 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 -1.94 9.84 BC 116 0.15 9.84 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MIELEMEEEI PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17239/T22/HIP_ Custom Qty: 1 FROM: DRW: 11J07 Wgt:22.4 lbs ... / ... 11/10/15 2.47 12 ►1 T 12'4"10 - 2X4(A1) B A I tH31_111"2 D I-- 1'11"5 1 6'0"13 6'0"13 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefIICSI 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 1U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 180 /105 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 78 /8 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 D - - C 81 /42 I- /- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.013 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.379 D Min Brg Width Req= - Load Duration:1.25 BCOL:3.0 psf TPI Std: 2007 Max BC CSI: 0.276 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 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:15.01.010.0611.00 Lumber A-B 11 -5 B-C 16 -8 Value Set:138(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -1.94 to 54 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 6.07 BC-From 0 plf at -1.94 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 6.07 TC- -18 lb Conc.Load at 1.52 TC- 120 lb Conc.Load at 4.35 BC- 5 lb Conc.Load at 1.52 BC- 75 lb Conc.Load at 4.35 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 -1.94 6.07 BC 71 0.15 6.07 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 1-7-0. 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. 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 ^ `/ Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17186/T55/HIP_ Custom Qty: 2 FROM: DRW: HJ08 Wgt:40.6 lbs ... / ... 11/10/15 5'4"3 910"1 5'4"3 f 4'5"14 D 2.83 012 I I 013 '6"2 =2X4 C M u, N b 4 1 2X4(A1)B _ • A I� 011'1"2 .---- -4)(4. 4. E 1'11"5 9'8"1 '� 9,8,.1 9 "1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lot Udefl U# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.024 F 999 240 B 271 /155 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.071 F 999 180 E 289 /68 /- /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 F - - D 61 /31 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.023 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 8 Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.430 E Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.970 D Min Brg Width Req= - Load Duration:1.25 P Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI:0.327 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:15.01.010.0611.00 Lumber Additional Notes A-B 13 -6 C-D 19 39 Value Set:138(Effective 6/1/2013) The overall height of this truss excluding overhang is B-C 291 -602 Top chord 2x4 SP#2 2-8 8. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"138"uses design values B-F 598 -270 F-E 0 0 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. TC-From 0 plf at -1.94 to 54 plf at 0.00 C-F 282 -625 TC-From 2 plf at 0.00 to 2 plf at 9.84 BC-From 0 plf at -1.94 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- -22 lb Conc.Load at 1.52 TC- 111 lb Conc.Load at 4.35 TC- 222 lb Conc.Load at 7.18 BC- 8 lb Conc.Load at 1.52 BC- 74 lb Conc.Load at 4.35 BC- 133 lb Conc.Load at 7.18 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Starl(ft) End(ft) TC 24 -1.94 9.84 BC 116 0.15 9.84 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. 11 NOTES: 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 epw:,\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray intilatIniall PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17180/T9/JACK Custom Qty: 12 FROM: DRW: J01 Wgt:5.6 lbs ... / ... 11/10/15 12 6 2X4(A1) T Ank 22'5"15 M An, 21'11" '= I \I A ►=� D 1' 1'4"8 ei 1' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 202 /91 /156 /- /47 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 4 /15 /15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -39 /42 /36 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.19 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.456 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.063 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 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:15.01.01C.0611.00 Lumber A-B 37 0 B-C 51 -32 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"138"uses design values B-D 0 0 approved 1/30/2013 by ALSC 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 -1.38 1.00 BC 10 0.15 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 0-10-7. 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. 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 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray EMEEICEEI PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17182/T8/JACK Custom Qty: 12 FROM: DRW: J02 Wgt:12.6 lbs ... / ... 11/10/15 T__,E0_C 12 @23'5"15 6 ti 0 2X4(A1) B cm C\1 4i7II 21'11" A ►M 3' 1'4"8 1 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 210 /80 /141 /- /94 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 37 /- /14 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 0 - - C 57 /52 /28 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.69 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.517 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.093 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 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:15.01.010.0611.00 Lumber A-B 37 0 B-C 25 -77 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC 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 -1.38 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 1-10-7. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray BBEEMMEI PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17184/T7/JACK Custom Qty: 6 FROM: DRW: J03 Wgt:18.2 lbs ... ! ... 11/10/15 Et)C 1�1 T 24'5"15 612 0 fV ih 2X4(A1)g 0 21'11" A '►_: p 1,4"8 5' 5' Loading Criteria(psi) 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 266 /96 /167 /- /142 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 67 /- /26 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 D - - C 113 /98 /61 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.008 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.19 ft Code!Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.525 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.315 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 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:15.01.01C.0611.00 Lumber A-B 37 0 B-C 51 -95 Value Set:13B(Effective 611!2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(fl) End(ft) TC 24 -1.38 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 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. 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 eF7E;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMEEEIMIEM PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17186/T17/JACK Custom Qty: 6 FROM: DRW: J04 Wgt:15.4 lbs ... / ... 11/10/15 �� 24'5"15 12 6 2X4(A1) T A�II Al 21'11" C V'8 4'10"8 48 5 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CS1 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 A 160 /43 /83 /- /113 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 70 /3 /31 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 C - - B 121 /104 /67 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.013 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.57 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.560 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.339 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 A-B 54 -98 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 Chords Tens.Comp. Lumber A-C 0 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC 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 4.88 BC 59 0.00 4.88 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. 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. 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 e,)7;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 15880CEANBLVD Ply:1 SEAN:17188/T18/EJAC Custom Qty: 12 FROM: DRW: J05 Wgt:21.0 lbs ... / ... 11/10/15 II �25'5"15 6 12 if" 2X4(A1)A T 6.3 H� ►t 21'11" C I8 6'10"8 8 7' Loading Criteria(psf) Wind Criteria Snow Criteria(PIP/in PSF) Def1ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 226 /65 /117 /- /162 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 98 /5 /44 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 C - - B 171 /149 /95 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.032 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:24.07 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.675 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.398 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 A-B 76 -124 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 Chords Tens.Comp. Lumber A-C 0 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC 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 6.87 BC 75 0.00 6.87 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: 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 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 15880CEANBLVD Ply:1 SEQN:17190/T4/MONO Custom Qty: 18 FROM: DRW: J06 Wgt:13.3 lbs ... / ... 11/10/15 12 1112X4C 6 1112X4 A 111112 ■ I 0 21'11" EN 1112X4[3] p 1112X4 I- 14"8 + 1'6" 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): 0.000 B 999 240 E 170 /47 /111 /- /60 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 B 999 180 D 22 /37 /16 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.008 C - - E Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.95 ft Code!Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.459 Bearing E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.119 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.096 Maximum Top Chord Forces Per Ply(lbs) g 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 37 0 B-C 8 -33 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#3 E-D 1 -10 Bot chord 2x4 SP#3 Webs 2x6 SP#2:W2 2x4 SP#3: Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC B-E 303 -158 C-D 63 -16 Bracing Fasten rated sheathing to one face of this frame. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [31 2X4 S 2.50 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 -1.38 1.50 BC 18 0.00 1.50 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 1-9-0. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray IiiiMiliaffi PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17192/T87/JACK Custom Qty: 4 FROM: DRW: J07 Wgt:5.6 lbs ... / ... 11/10/15 12 3.5 L/ C 2X4(A1) B " -rT „ 11'5"4 a � �� IOW .1..2 A �A Ail' 11 j11,d 1' 1'4"8 I 1' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 289 /180 /221 /- /28 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D -32 /25 /26 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -121 /97 /88 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.485 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.070 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI:0.000 Bearing B 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:15.01.01C.0611.00 Lumber A-B 21 0 B-C 84 -37 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC 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 -1.38 1.00 BC 7 0.46 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. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 0-7-10. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EINICEEECIECi PE No.60839 PE No.58544 PE No.71457 15880CEANBLVD Ply:1 SEAN:17194/T86/JACK Custom Qty:4 FROM: DRW: J08 Wgt:11.2 lbs ... / ... 11/10/15 12 3.5 ipw--- C A T I 12'0"4 o_ 2X4(A1) g N ED A A i - 11'1"2 IP-Mi '=' D 3' 1'4"8 1H 3' 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 U# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 232 /90 /140 /- /42 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 30 /2 /15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 38 /24 /15 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.285 D Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.067 C Min Brg Width Req= - Load Duration:1.25 P Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 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:15.01.01C.0611.00 Lumber A-B 23 0 B-C 11 -25 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spaang(in oc) Start(ft) End(ft) TC 24 -1.38 3.00 BC 31 0.46 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. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-2-10. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray IIIISICEEMCONI PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17196/T85/JACK Custom Qty:4 FROM: DRW: J09 Wgt:16.8 lbs ... / ... 11/10/15 12 C 3.5 ✓ 12'7"4 0 2X4(A1) g N 2 A 11 1 _HDh.11'1"2 ►. 5"8 H 5' 1'4"8 I 5' Loading Criteria(psi) 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 279 /89 /160 /- /63 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 61 /- /23 I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D - - C 99 /54 /41 /- 1- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.005 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.355 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.258 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h12 RepFactors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi. Sparing: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:15.01.010.0611.00 Lumber A-B 23 0 B-C 28 -48 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 - -- Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC 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 -1.38 5.00 BC 55 0.46 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. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-9-10. 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. 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 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17198/T88/EJAC Custom Qty: 4 FROM: DRW: J10 Wgt:22.4 lbs ... / ... 11/10/15 C 3.5 12 3'2"4 0 u7 v N N 2X4(A1)B /-2 1( 11'1"2 H 1'4"8 Loading Criteria(int) 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 337 /97 /187 /- /83 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 90 /- /34 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 D - - C 152 /80 /65 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.017 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.532 D Min Brg Width Req= - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.334 C Min Brg Width Req= - Load Duration:1.25 Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000 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:15.01.01C.0611.00 - -- Lumber A-B 23 0 B-C 43 -64 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC 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 -1.37 7.00 BC 75 0.46 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. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 2-4-10. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 a 1588OCEANBLVD Ply:1 SEON:17188/T95/JACK ' Custom Qty:4 FROM: DRW: J11 Wgt:5.6 lbs ... / ... 11/10/15 12 3.5 L 2X4(A1 C B g I „ 11'5"4 ' 111111 4 A l� 7bo . Alt 11'1"2 D \I H 1'4"8 1 1' Loading Criteria(Int) 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 197 /106 /132 /- /26 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 2 /16 /18 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -36 /30 /32 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.367 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.048 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI: 0.000 Bearing B 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:15.01.010.0611.00 Lumber A-B 23 0 B-C 26 -13 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC 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 -1.38 1.00 BC 10 0.15 1.00 Apply puffins 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 0-7-10. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17190/T84/JACK Custom Qty: 3 FROM: DRW: J12 Wgt:11.2 lbs ... / ... 11/10/15 12 3.5 L C 1 T12'0"4 0 , 4 =2X4 Al JB N CO 42 A - 0� - 11'1"2 �so �� D 3' 1'4"8 3' 1 1 'T V Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deff/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 206 180 /124 /- /42 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 36 /- /14 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 54 /29 /21 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.242 D Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.084 C Min Brg Width Req= - Load Duration:1.25 P Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 C&C Dist a:3.00 ft FT/RT:30(0)110(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:15.01.01C.0611.00 Lumber A-B 23 0 B-C 15 -25 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC 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 -1.38 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 1-2-10. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17196/T76/JACK Custom Qty: 1 FROM: DRW: J12A Wgt:9.8Ibs ... / ... 11/10/15 • 12 • 3.5 L- B AAV (1) 12'0"4 0 2X4(A1)A N 4"2 X i CO 11'1"2 C 3' 3' i Loading Criteria(ps0 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 N:NA Ce:NA VERT(LL):NA A 102 /26 /50 /- /31 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 39 /1 /18 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C - - B 66 /34 /30 /- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.003 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.145 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.108 B Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A 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. Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00 Lumber A-B 19 -27 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC 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 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 1-2-10. 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. 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 epIPE;\, Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17192/783/JACK Custom Qty: 2 FROM: DRW: J13 Wgt:16.8 lbs ... / ... 11/10/15 12 C 3.5 11 T T 12'7"4 0 2X4(A1)g Tki)._111 42 A 21 ! "2 ►=� ►=� D F- 14"8 1 5' 5' Loading Criteria(psi) 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 Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 261 /83 /150 /- /63 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 65 /- /26 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 D - - C 109 /57 /47 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.009 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.428 D Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.298 C Min Brg Width Req= - Load Duration:1.25 P Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 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:15.01.01C.0611.00 Lumber A-B 23 0 B-C 30 -46 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC 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 -1.38 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 1-9-10. 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. 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 ez;\< Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ■ 15B8OCEANBLVD Ply:1 SEQN:17237/T97/EJAC Custom City: 2 FROM: DRW: J13A Wgt:14.0 lbs ... / ... 11/10/15 12 • 3.5I 12'4"15 LO ti 2X4(A1)A 4'2 I0) 1111"2 C 4'4" 4'4" Loading Criteria(psi) 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 145 138 /72 /- /44 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 58 /- /26 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 C - - 8 99 /51 /45 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.008 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.348 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.235 B Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi. Spacing:24.0" C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00 Lumber A-B 28 -41 Value Set:138(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"138"uses design values A-C 0 0 approved 1/30/2013 by ALSC 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 4.33 BC 50 0.15 4.33 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 1-7-5. 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. 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 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEIMEIMIEri PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17194/T102/EJAC Custom Qty: 9 FROM: DRW: J14 Wgt:22.4 lbs ... / ... 11/10/15 C 3.5 12 CI T I d 13'2"4 0 LU "v N 00 N 2X4(A1)B 2 A 11 ict) 11'1"2 p.m. D H- 1'4"8 1 7' i 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LI# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 321 /92 /179 /- /83 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 94 /- /38 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 D - - C 160 /83 /70 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.027 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.588 D Min Brg Width Req= - C Min Brg Width Req= - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.366 Load Duration:1.25 Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.000 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:15.01.010.0611.00 Lumber A-B 23 0 B-C 45 -59 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC 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 -1.38 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 2-4-10. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 i 1588OCEANBLVD Ply:1 SEQN:17200/T53/JACK Custom Qty:4 FROM: DRW: J15 Wgt:5.6lbs ... / ... 11/10/15 12 4 C 17 .- 2X4(A1 " M T „ 11'6"7 � Mq. a's A /JIMA 00011'1 rr2 ►= D 1' H1'4"8 6-11' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 198 /91 /141 /- /26 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 4 /14 /15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -38 /35 /32 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.375 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.049 C Min Brg Width Req= - Spaang:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 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:15.01.01C.0611.00 Lumber A-B 26 0 B-C 31 -20 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC 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 -1.37 1.00 BC 10 0.15 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 0-8-13. NOTES: 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 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17202/T52/JACK Custom Qty:4 FROM: DRW: J16 Wgt:11.2lbs ... / ... 11/10/15 12 C 4 AAI T 0 12'2"7 co 2X4(A1) g 4 t A rZIIIIIIM + t4H11'1"2 ►�� ►=� D I 1'4"8 .1._ 3' i 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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 207 /65 /132 /- /48 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 37 /- /14 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 55 /32 /24 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.243 D Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.091 C Min Brg Width Req= - Load Duration:1.25 P Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 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:15.01.01C.0611.00 Lumber A-B 26 0 B-C 18 -31 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Bat chord 2x4 SP#3 Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Starl(ft) End(ft) TC 24 -1.37 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 1-4-13. 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. 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 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17204/T51/JACK Custom City:4 FROM: DRW: J17 Wgt:16.8 lbs ... / ... 11/10/15 C 4 12 12'1 0"7 cr)O M it7 2X4(A1) g N N -F 4'j3 A 11'1"2 F- 1'4"8 * 5' 5' 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):NA B 262 /73 /159 /- /72 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 66 1- /25 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D - - C 111 /60 /54 1- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.451 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.308 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 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:15.01.01C.0611.00 Lumber A-B 26 0 B-C 35 -55 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC 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 -1.37 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 2-0-13. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17206/T54/EJAC Custom Qty: 14 FROM: DRW: J18 Wgt:22.4 lbs ... / ... 11/10/15 C Icli)12 �1 13'6"7 4 co rM Tx) N M 2X4(A1)B -A- 4'til 3 A 11 111"2 ►� �' D I— 14"8 1 7' i 7' Loading Criteria(pst) 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 Lldefl LA Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 322 /88 /190 /- 195 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 95 /- /38 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 D - - C 162 /87 /80 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.024 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.612 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.375 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 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:15.01.01C.0611.00 — Lumber A-B 26 0 B-C 51 -70 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Purlins 1 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 -1.37 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 2-8-13. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EUELIMMI PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17216/T25/HIPS Custom Qty: 1 FROM: DRW: T01 Wgt:85.4 lbs ... / ... 11/10/15 7' I 12'11" I 19'11" 7' 5'11" 7' w5X7 -5X5 C T2 D T12 6 p o 4X5(A1)B E=4X5(A1) 11 A000/0071 1 1 1 �. F 21'11" 111 X4 -=-H0310 =G 4 \ I 1'4"8 1 7' 1"12 I 2'10"4 I 2'7"8 I 7'3"8 1 1'4"8 7'1"12 10' 12'7"8 19'11" A 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): 0.098 I 999 240 8 1416 /761 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.188 I 999 235 E 1305 /704 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.042 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.081 G - - B Min Brg Width Req= 1.7 NCBCLL: 10.00 Mean Height:23.69 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.628 Bearings B&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.949 Spadng:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.201 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 37 -24 D-E 1233 -2264 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01C.0611.00 B-C 1349-2494 E-F 37 -24 Lumber Additional Notes C-D 1057-1981 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is 3-10-7. Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2:T2 2x4 SP M-30: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs2x4SP#3 B-I 2156-1157 H-G 2178 -1161 Lumber value set"136"uses design values I-H 2178-1161 G-E 1951 -1053 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at -1.38 to 56 plf at 7.00 C-I 529 -101 G-D 370 -40 TC-From 28 plf at 7.00 to 28 plf at 12.92 C-G 124 -232 TC-From 56 plf at 12.92 to 56 plf at 21.29 BC-From 4 plf at -1.38 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 12.85 BC-From 10 plf at 12.85 to 10 plf at 19.92 BC-From 4 plf at 19.92 to 4 plf at 21.29 TC- 242 lb Conc.Load at 7.01 TC- 171 lb Conc.Load at 9.06,10.85,12.85 BC- 393 lb Conc.Load at 7.01 BC- 98 lb Conc.Load at 9.06,10.85,12.85 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 -1.38 21.29 BC 62 0.15 19.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 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 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEON:17218/T24/MONO Custom Qty: 2 FROM: DRW: T02 Wgt:89.6 lbs ... / ... 11/10/15 • ' 6715 9' 10'11" 13'7"119'11" I 6'3"15 I 2'8"1 1'11" I 2'8"1 { 6'3"15 I =4X4 D=4X4 E 12 ►2X4 C Fi2X4 o r, v fO w 3X4(A1)B G/ En =3X4(A1) II 21'11" A 3X4 =-3X4 H K J Im3X4 1'4"8 9' 1' 9' 1'4"8 1 9' I- 70,"1 1111 �I 191 r A I 1-101-1" 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.034 K 999 240 B 736 1364 /364 I. /150 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.079 K 999 235 G 736 /364 /364 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.030 I - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.19 ft Code/Misc Criteria Creep Factor.1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.330 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.991 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.112 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 37 0 E-F 475 -819 Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00 B-C 522-1029 F-G 522 -1029 Lumber C-D 475 -819 G-H 37 0 D-E 436 -683 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-K 857 -350 J-I 683 -194 approved 1/30/2013 by ALSC K-J 683 -194 I-G 857 -350 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: Chord Spacing(in oc) Start(ft) End(ft) C-K 239 -299 E-I 260 -154 TC 24 -1.38 21.29 D-K 260 -154 I-F 239 -299 BC 110 0.15 19.77 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 4-10-7. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray WiELECECINI PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17220/T29/COMN Custom Oty:4 FROM: DRW: T03 Wgt:88.2 lbs / ... 11/10/15 5'7"8 9'11"8 14'3"8 19'11" 5'7"8 I 4'4" I 4'4" I 5'7"8 D=4X4 12 6 p s2X4C E 82X4 M u1 En N =3X4(A1)B F=3X4(A1) L'2-- A :♦ I sH 7 G 21'11" 1'4"8 1 10' I 9,11" 1 1'4" 8 10' 19'11' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSE) 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): 0.038 H 999 240 B 736 /366 /361 /- /162 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.074 H 999 235 F 736 /366 /361 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.032 H - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.43 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.259 Bearings B&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.989 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.167 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 37 0 D-E 432 -778 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 545-1053 E-F 545 -1053 Lumber C-D 432 -778 F-G 37 0 Value Set:13B(Effective 61112013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 - --- Webs 2x4 SP#3 B-H 886 -379 H-F 886 -379 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use puffins C-H 259 -304 H-E 259 -304 to laterally brace chords as follows: 0-H 438 -220 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.38 21.29 BC 109 0.15 19.77 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 5-4-3. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17222/T63/COMN Custom Qty: 1 FROM: DRW: T04 Wgt:85.4 lbs ... / ... 11/10/15 57"8I 9118 I 14'3"8 I 19'11" 5'7"8 4'4" 4'4" 5'7"8 D=4X4 - 12 6 p 2X4 C E of 2X4 C7 1. .1 N N m3X4(A1)B3F4(A1) A zA i, f" �. 021'11" I 5X7 G i 1'4"8 10' 9'11" 1 10' -I 1911" "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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 G 999 240 B 740 /158 /361 /- /147 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.073 G 999 235 F 650 /138 /292 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.033 G - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:24.43 ft Code!Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.287 Bearings B&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.740 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.171 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 37 0 D-E 413 -788 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 493-1061 E-F 513 -1070 Lumber C-D 394 -786 Value Set:13B(Effective 6/1/2013) 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 B-G 894 -370 G-F 906 -372 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use puffins C-G 231 -304 G-E 240 -319 to laterally brace chords as follows: D-G 442 -193 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.38 19.92 BC 120 0.15 19.77 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 5-4-3. 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. 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 ep7;\,Michael G Kozlowski Jeffrey P Arneson Derek B Murray �, PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17224/T43/SPEC Custom Qty: 2 FROM: DRW: T05 Wgt:85.4 lbs ... / ... 11/10/15 578 9'11"8 14'3"8 19'8" 57"8 I 4'4" I 4'4" 54"8 + Om4X4 12 6 p %2X4 C E 02X4 N f1 3X4(A1)B F=3X4(81) h Ai f c`;{ 1 021'11" • =5X7 �/ G 1'4"8 1 10' 9'8" 1 10' 19'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell Utt Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.039 G 999 240 B 733 /156 /358 /- /145 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.076 G 999 232 F 641 /136 1286 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.033 G - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:24.43 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.270 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.724 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.163 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 D-E 403 -766 Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00 B-C 485-1043 E-F 500 -1034 Lumber Wind C-D 385 -767 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Plylbs Top chord 2x4 SP#2 member design. (lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Additional Notes B-G 878 -369 G-F 866 -364 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 5-4-3. Maximum Web Forces Per Ply(lbs) PurlinsWebs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins C-G 232 -304 G-E 230 -295 to laterally brace chords as follows: D-G 425 -184 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.38 19.67 BC 120 0.15 19.54 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=19'5" uses the following support conditions: Bearing F (197,21'11")HTU26 Supporting Member:(2)2x6 SP SS Dense (20)0.148"x3"nails into supporting member, (11)0.148"x1.5"nails into supported member. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray eiiiiMiLEI PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEON:17230/T40/MONO Custom Qty: 1 FROM: DRW: T06 Wgt:109.2 lbs ... / ... 11/10/15 1'3" 4'0211'5"8 15'9"8 212" 1'3" I 2'9"2 I 7,5"6 4'4" { 54.8 Ei4X4(R 1) 0 F/2X4 M to 0 12 v u' 6 [ . Ln w6X10(SRS) Ca4X4 TT 1111-1031750(E0315 , 8 n T A G=3XT4(81) 1 1 >i l2 nom- .L° 21'11" =3K4(:) IIIJX4 m3X4 =oH"19 1r8 16"8I 61"10 1 1'5"8 I 9818 1 1'6"8 214 F. 10' 11'5"8 21'2" • 3'10"6 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 Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.088 D 999 252 B 794 /447 I- l- l- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.172 D 999 252 G 697 /364 I- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.050 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:24.75 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.755 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.978 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.343 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 33 -22 D-E 502 -946 Wind Duration:1.60 HS,WAVE VIEW Ver:15.01.01C.0611.00 B-C 468 -840 E-F 465 -897 Lumber Purlins C-D 375 -699 F-G 637 -1140 Value Set:13B(Effective 611/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP#2 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chord Spacing(n oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 TC 24 -1.38 21.17 B-K 578 -317 I-H 1773 -944 :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.568' BC 69 0.00 21.04 Apply purlins to any chords above or below fillers K-J 1776 -939 H-G 956 -522 Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. J-I 1773 -944 approved 1/30/2013 by ALSC Hangers I Ties Maximum Web Forces Per Ply(lbs) Bracing Recommended hanger connections are based on Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on manufacturer tested capacities and calculations. member. Conditions may exist that require different C-K 576 -278 D-H 562 -1022 connections than indicated.Refer to manufacturer K-D 640-1223 E-H 448 -125 Special Loads publication for additional information. J-0 153 0 H-F 157 -226 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Bearing at location x=20'11" uses the following TC-From 56 plf at -1.38 to 56 plf at 1.25 support conditions: TC-From 56 plf at 1.25 to 56 plf at 4.01 Bearing G (20'11",21'11")HTU26 TC-From 56 plf at 4.01 to 56 plf at 11.46 Supporting Member:(2)2x6 SP SS Dense TC-From 56 plf at 11.46 to 56 p11 at 21.17 (20)0.148"x3"nails into supporting BC-From 4 plf at -1.38 to 4 plf at 0.00 member, BC-From 10 plf at 0.00 to 10 plf at 21.17 (11)0.148"x1.5"nails into supported PLT- -6 lb Conc.Load at(1.25,23.50) member. PLB- 25 lb Conc.Load at(1.25,21.96) Additional Notes Plate Shift Table The overall height of this truss excluding overhang is JT Plate Lateral Chord JT Plate Lateral Chord 5-4-3. No Size Shift Bite No Size Shift Bite [8] 3X4 S 1.25 [19] 3X8 S 1.25 Wind Wind loads and reactions based on MWFRS. 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. 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 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMEMMIZEI PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:172321 T34/MONO Custom Qty: 1 FROM: DRW: T07 Wgt:106.4 lbs ... / ... 11/10/15 3'3" , 6'0"2 , 11'5"8I 15'9"8 I 21'2" I3'3" 2'9"2 5'5"6 4'4" 5'4"8 F=4X4 r� 12 d4X5(SRS) G/2X4 v 6 0$4X4 EE s° ail It v n C N114X1B3Xi r' 1 T q � 3X4(81) 1 Illl ', T r 21'11" =K X4 =�X4 =IX8 1'4"8 1 36"8 I 6.5.8 I 1.5"8 I 9,8..8 1 3'6"8 10' 11'5"8 212" 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 L/def L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.066 E 999 252 B 776 /185 /362 /- /146 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.129 E 999 252 H 696 /151 /309 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.042 I - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:24.75 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - Soffd: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.383 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.674 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.401 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 31 0 E-F 495 -898 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 564-1033 F-G 493 -884 Lumber Wind C-D 506 -960 G-H 581 -1143 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 484 -835 Top chord 2x4 SP#2 member design. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Additional Notes Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is B-K 783 -376 J-I 1276 -667 Lumber value set"13B"uses design values 5-4- K-J 1276 -667 I-H 961 -452 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: D-K 431 -206 F-I 468 -220 Chord Spacing(in oc) Start(ft) End(ft) K-E 381 -606 I-G 210 -289 TC 24 -1.38 21.17 E-I 425 -578 BC 120 0.00 21.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=20'11" uses the following support conditions: Bearing H (20'11",21'11")HTU26 Supporting Member:(2)2x6 SP SS Dense (20)0.148"x3"nails into supporting member, (11)0.148"x1.5"nails into supported member. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray OZEMOIEINI PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17234/T281 MONO Custom Qty: 1 FROM: DRW: 108 Wgt:105.0 lbs ... / ... 11/10/15 60'8 I 7'9 10 I 11'5"8 15'9"8 I 21'7' { 5'0"8 79'2 3'7"14 4'4" 5'4"8 F=4X4 54X5(SRS) Da4X4 54X1 12 5 It G 02X4 6pIT I En rn '� co y3X4 D `l 114X1BE5 I [ T A m3X4(B1) • r i`:: 21'11" '� =3X4 =13X4 =3X8 1,4,.854" 4'8" 1.5.8 98"8 1 54" I 10' 111'5'S I 212" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL 1 W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.060 E 999 252 B 776 /179 /365 I- /146 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.116 E 999 252 H 696 /151 /313 I- I- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C -- HORZ(TL): 0.038 I - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.75 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.399 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.658 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.194 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 31 0 E-F 515 -860 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 599-1052 F-G 507 -878 Lumber Wind C-D 533 -984 G-H 601 -1144 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 530 -837 Top chord 2x4 SP#2 member design. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Additional Notes Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is B-K 812 -399 J-I 1043 -509 Lumber value set"13B"uses design values 5-4- K-J 1043 -509 I-H 963 -470 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: D-K 296 -124 F-I 502 -277 Chord Spacing(in oc) Starl(ft) End(ft) K-E 208 -340 I-G 222 -293 TC 24 -1.38 21.17 E-I 320 -412 BC 120 0.00 21.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=20'11" uses the following support conditions: Bearing H (20'11",21'11")HTU26 Supporting Member:(2)2x6 SP SS Dense (20)0.148"x3"nails into supporting member, (11)0.148"x1.5"nails into supported member. 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. 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 epn Michael G Kozlowski Jeffrey P Arneson Derek B Murray inta= PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17236/T35/MONO Custom Qty: 1 FROM: DRW: T09 Wgt:106.4 lbs ... I ... 11/10/15 T 0"8 1 g9"10 1 11'5.'8 I 15'9"8 I 212" Ta'8 2'52 1'7"14 4'4" 5'4"8 F w4X4 114X5 th4X5(SRS0 D EE 12 D 6 GS2X4 f SO v . ;7 I R y3X4� IIH0310(E5 T A B r li J,(( 3X4(61) 1 v KX4 =3x4 '7):': 21'11" 1'4..8 7'4" 28" 1.5.8 9.8"8 I 1 T4" 1 10, 111'5"81 212" 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.047 E 999 252 B 776 /228 /368 /- /146 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.093 E 999 252 H 696 /203 /316 I- I- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.026 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.046 C - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.75 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.396 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.976 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.199 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 30 0 E-F 504 -815 Wind Duration:1.60 HS,WAVE VIEW Ver:15.01.01C.0611.00 B-C 580-1066 F-G 495 -874 Lumber Wind C-D 508 -966 G-H 593 -1143 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 525 -798 Top chord 2x4 SP#2 member design. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Additional Notes Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is B-K 790 -352 J-I 850 -347 Lumber value set"13B"uses design values 5-4-3. K-J 850 -347 I-H 962 -458 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: D-K 221 -22 F-I 522 -307 Chord Spacing(in oc) Start(ft) End(ft) K-E 61 -153 I-G 228 -292 TC 24 -1.38 21.17 E-I 255 -338 BC 119 0.00 21.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/lies Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=20'11" uses the following support conditions: Bearing H (20'11",21'11")HTU26 Supporting Member:(2)2x6 SP SS Dense (20)0.148"x3"nails into supporting member, (11)0.148"x1.5"nails into supported member. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17238/T37/COMN Custom Qty: 1 FROM: DRW: T10 Wgt:107.8 lbs ... / ... 11/10/15 511" I 9'8"2 1 11'5"8 I 15'9"8 I 217' 1 6'11" 7521'9"6 4'4" 54"8 F a4X4 itwx5 tt4X51SRS) 1 12 , E0E 6 C'i 2X4 I T o to co N ir! I3X4 tl4x10(t 1 L A 8 11 =3X4(81) a _ JJ as 21'11" at a 3X4 =3X4 ='X8 `Y 1'4"8 77'87918 1'5"8 58"8 A 77'8 I 10' 1 115'8 I 212" 1 Loading Criteria(psf) Wind Criteria Snow Criteria IPg,Pf in PSFI Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.048 E 999 252 B 776 /228 /368 /- /146 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.094 E 999 252 H 696 /203 /316 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.024 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.044 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:24.75 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max IC CSI: 0.411 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.977 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.200 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 30 0 E-F 507 -819 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 582-1065 F-G 496 -874 Lumber Wind C-D 510 -968 G-H 594 -1143 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 527 -801 Top chord 2x4 SP#2 member design. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Additional Notes Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is B-K 792 -356 J-I 861 -357 Lumber value set"13B"uses design values 5-4- K-J 861 -357 I-H 962 -460 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: D-K 225 -23 F-1 524 -308 Chord Spacing(in oc) Start(ft) End(ft) K-E 60 -158 I-G 228 -293 TC 24 -1.38 21.17 E-I 259 -341 BC 119 0.00 21.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers 1 Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=20'11" uses the following support conditions: Bearing H (2011",21'11")HTU26 Supporting Member:(2)2x6 SP SS Dense (20)0.148"x3"nails into supporting member, (11)0.148"x1.5"nails into supported member. 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. 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 APE, Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEON:17240/T38/COMN Custom Qty: 1 FROM: DRW: T11 Wgt:105.0 lbs ... / ... 11/10/15 • 411" I 7'8'2 I 11'5"8 I 15'9"8 I 212" 4'11" 2'9'2 3'9'5 4'4" 5'4"8 F m4X4 *4X5(SRS) T ��4X4 E 12 { C'/2X4 1- ps 6 p ' so O P o N So /X co 114X10(E53X'C I ^ B " �7 T A r a3X4(Bt) 1 • � 3X8 K 4 =3X4 �� 0: I 021'11., J I 1'4"8 1 57'8 I 4'9"8 I 1'5.'8 I 9'8"8 1 W 5'7'8 10' 11'5"8 217' 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 LI# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.060 E 999 252 B 776 /228 /365 /- /146 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.117 E 999 252 H 696 /203 /312 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.039 I - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:24.75 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.401 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 pst TPI Std: 2007 Max BC CSI: 0.974 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.202 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 31 0 E-F 514 -863 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 598-1052 F-G 506 -878 Lumber Wind C-D 533 -984 G-H 599 -1144 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 529 -838 Top chord 2x4 SP#2 member design. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Additional Notes Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is B-K 812 -399 J-I 1057 -519 Lumber value set"13B"uses design values 5-4- K-J 1057 -519 I-H 962 -469 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: D-K 301 -130 F-I 500 -273 Chord Spacing(in oc) Start(ft) End(ft) K-E 218 -356 I-G 222 -293 TC 24 -1.38 21.17 E-I 324 -420 BC 119 0.00 21.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers!lies Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=20'11" uses the following support conditions: Bearing H (20'11",21'11")HTU26 Supporting Member:(2)2x6 SP SS Dense (20)0.148"x3"nails into supporting member, (11)0.148"x1.5"nails into supported member. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17242/T36/COMN Custom Qty: 1 FROM: DRW: T12 Wgt:103.6 lbs ... / ... 11/10/15 711" , 5'8"2 , 11'5"8I 15'9"8 { 21'7' 2'1 1" 79"2 5'9"6 4'4" 5'4"8 F=4X4 12 'pi4X5(SRS) C'f2X4 I- So 'v 6 Dm EE rn yik N $3X4c 17,.., mHo3101E5 r' T A 'e •3X4(81) 1 w W :: S 21'11" 3X4 3X4 =3X8 K J I 14"8 A 37'8 I 6'9'8 1 1'5-8' I 9'8'8 1 3'2"8 10' 115"8 21'7' Loading Criteria Ipsr) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.067 E 999 252 B 776 /228 /361 /- /146 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.131 E 999 252 H 696 /203 /309 /- I- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.043 I - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:24.75 ft Code/Mist Criteria Creep Factor.1.5 H Min Brg Width Req= - Soffd: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.365 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.999 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.464 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 31 0 E-F 491 -905 Wind Duration:1.60 HS,WAVE VIEW Ver:15.01.01C.0611.00 B-C 549-1022 F-G 490 -886 Lumber Wind C-D 497 -948 G-H 577 -1142 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 468 -827 Top chord 2x4 SP#2 member design. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Additional Notes Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is B-K 767 -364 J-I 1332 -704 Lumber value set"13B"uses design values 5-4- K-J 1332 -704 I-H 960 -449 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: 0-K 457 -220 F-I 466 -211 Chord Spacing(in oc) Start(ft) End(ft) K-E 422 -670 I-G 207 -288 TC 24 -1.38 21.17 E-I 458 -624 BC 115 0.00 21.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=20'11" uses the following support conditions: Bearing H (20'11",21'11")HTU26 Supporting Member:(2)2x6 SP SS Dense (20)0.148"x3"nails into supporting member, (11)0.148"x1.5"nails into supported member. 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. 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 eirE;\< Michael G Kozlowski Jeffrey P Arneson Derek B Murray CEIMEEECIIMI PE No.60839 PE No.58544 PE No.71457 I 1588OCEANBLVD Ply:1 SEQN:17244/T39/COMN Custom Qty: 1 FROM: DRW: T13 Wgt:106.4 lbs ... / ... 11/10/15 11" 3'8"2 11'5"8 15'9"8 21'5" 111 " 1 2'9..2 I 79„6 I 4'4" I- 576 "I E.,4X4(R1) 1► F/2X4 M 12 0 to 6 p 6X12(") C4X4 0 Il2E5r * I ' G=3X4(A1) 1 II T. r 21'11" mm�X8 III�X4 =3X4 mo H•19 : 1'4"8 1'4"8 6610 1.5"8 9'11"8 I 11'4"8 1 2'0"14 I 10' 111'5"8 1 21'5" 1 3I-5,.6_1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.098 D 999 255 B 785 /465 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.188 D 999 255 G 705 /368 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.052 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:24.75 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.855 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.951 Spacing:24.0" MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI:0.403 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 33 -22 D-E 520 -975 Wind Duration:1.60 HS,WAVE VIEW Ver:15.01.01C.0611.00 B-C 461 -777 E-F 481 -923 Lumber Purlins C-D 399 -717 F-G 657 -1178 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP#2 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W1,W3 2x6 SP#2: TC 24 1.38 21.42 B-K 479 -279 I-H 1905 -1025 :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.196' BC 66 0.00 21.27 Apply purlins to any chords above or below fillers K-J 1908-1013 H-G 998 543 Lumber value set"138"uses design values at 24"OC unless shown otherwise above. J-I 1905-1025 approved 1/30/2013 by ALSC Bracin Wind Maximum Web Forces Per Ply(lbs) 9 Wind loads and reactions based on MWFRS. Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member. Additional Notes C-K 653 -328 D-H 627 -1128 The overall height of this truss excludingoverhangis K-D 687-1334 E-H 465 132 Special Loads 9 J-D 162 0 H-F 165 -249 5-4-3. ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at -1.38 to 56 plf at 0.92 TC-From 56 plf at 0.92 to 56 plf at 3.68 TC-From 56 plf at 3.68 to 56 plf at 11.46 TC-From 56 plf at 11.46 to 56 plf at 21.42 BC-From 4 plf at -1.38 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 21.42 TC- -18 lb Conc.Load at 0.92 BC- 19 lb Conc.Load at 0.92 Plating Notes (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [19] 3X8 S 1.25 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EBECEEILEMI PE No.60839 PE No.58544 PE No.71457 15880CEANBLVD Ply:1 SEON:17247/T1/HIPS Custom Qty: 1 FROM: DRW: T14 Wgt:85.4 lbs ... / ... 11/10/15 • 7' 1211" 19'11" II{ 5'11" { 7' { 5X7 35----5X5 C T2 D I / 12 6 o ,h ih fo =3X8(81)B E-3X8(81) 1 y A F a I I I 021'11" 1112X4 m1-10310 m3X4 I H G { 1'4"8 I 1 7' 1"1 2 { 2'10"4 { 2'7"8 { 7'3"8 1 1'4"8 7'1"12 10' 12'7"8 19'11" Loading Criteria(psi) 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): 0.112 I 999 240 B 1544 /915 /- I- I- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.214 I 999 235 E 1543 /874 I- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.095 G - - B Min Brg Width Req= 1.8 NCBCLL:10.00 Mean Height:23.69 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.691 Bearings B&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.968 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.342 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 37 -24 D-E 1590 -2757 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01C.0611.00 B-C 1676-2763 E-F 37 -24 Lumber Additional Notes C-D 1383-2433 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2:T2 2x4 SP M-30: 3-10-7. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-I 2395-1447 H-G 2416 -1454 Lumber value set"13B"uses design values I-H 2416-1454 G-E 2390 -1371 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at -1.38 to 56 plf at 7.00 C-I 569 -213 G-D 524 -217 TC-From 28 plf at 7.00 to 28 plf at 12.92 C-G 84 -409 TC-From 56 plf at 12.92 to 56 plf at 21.29 BC-From 4 plf at -1.38 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 7.06 BC-From 5 plf at 7.06 to 5 plf at 12.91 BC-From 10 plf at 12.91 to 10 plf at 19.92 BC-From 4 plf at 19.92 to 4 plf at 21.29 TC- 242 lb Conc.Load at 7.00,12.91 TC- 171 lb Conc.Load at 9.06,10.85 BC- 393 lb Conc.Load at 7.00,12.91 BC- 98 lb Conc.Load at 9.06,10.85 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Stan(ft) End(ft) TC 24 -1.38 21.29 BC 55 0.15 19.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. 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. 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 An X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 I 1588OCEANBLVD Ply:2 SEAN:17257/T6/COMN ' Custom Qty: 1 FROM: DRW: T15 Wgt:210.0 lbs ... / ... 11/10/15 4'10"10I 9'5"8 I 14'0"15 f 18'11" I4'10"10 4'6"14 4'7"7 4'10"1 - C 1114X4 12 6 M �3X4[6]B D k'3X4[13] in 4X10(63)A _ E=4X10(63) ] _ 21'11" H G F 1113X4[5] =8X8 1113X4[14] 4'8"12 4'8"12 4'8'12 4'8"12 1 4'8"12 I 9'5"8 I 14'2"4 I 18'11" 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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.099 G 999 240 A 3616 /1204 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.187 G 999 223 E 3689 /1244 /- I- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C -- HORZ(TL):0.048 F - - A Min Brg Width Req= 1.9 NCBCLL:10.00 Mean Height:24.65 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.457 Bearings A&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.369 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.705 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 1122-3243 C-D 759 -2254 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 759-2254 D-E 1100 -3269 Lumber Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlinsMaximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) A-H 2882 -988 G-F 2879 962 Webs 2x4 SP#3 TC 24 0.00 18.92 BC 120 0.15 18.77 H-G 2856 -980 F-E 2906 -970 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers approved 1/3012013 by ALSC at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs) Nailnote Additional Notes Webs Tens.Comp. Webs Tens. Comp. Nail Schedule:0.131"x3",min.nails The overall height of this truss excluding overhang is H-B 765 -239 G-D 339 -996 Top Chord:1 Row @12.00"o.c. 5-1-3. B-G 359 -970 D-F 786 -218 Bot Chord:1 Row @ 4.75"o.c. C-G 1849 -564 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at 0.00 to 56 plf at 9.46 TC-From 56 plf at 9.46 to 56 plf at 18.92 BC-From 5 plf at 0.00 to 5 plf at 18.92 BC- 641 lb Conc.Load at 1.56,3.56 BC- 697 lb Conc.Load at 5.56 BC- 696 lb Conc.Load at 7.56,9.35,11.35,13.35 15.35,17.35 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [5] 3X4 S 2.75 [6] 3X4 S 1.25 [13] 3X4 2.50 R 1.50 [14] 3X4 S 2.75 Wind Wind loads and reactions based on MWFRS. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17253/T11/COMN Custom Oty: 5 FROM: DRW: T16 Wgt:85.4 lbs ... / ... 11/10/15 7'0"139'5"8 1110"3 18'11" r 70"13 I- 2'411 I 2'4"11 I 7'0"13 D:----4X4 _ NI, C E,�2X4 12 6 co N Tn Eo in =2X4(A1)B F.2X4(A1) Ty l G 21'11" =5X7 H J_ 1'4"8 9'5"8 9'5"8 1'4"8 A 9'5"8 I 18'11" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin 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 UN Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.029 H 999 240 B 704 /207 /347 /- /156 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.057 H 999 223 F 704 /207 /347 I- I- 13.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.025 H - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.31 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.420 Bearings B&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.679 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.236 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 D-E 397 -733 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 416 -939 E-F 416 -939 Lumber - -- C-D 396 -733 F-G 37 0 Value Set:13B(Effective 6/1/2013) 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 B-H 771 -232 H-F 771 -256 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins C-H 255 -311 H-E 255 -311 to laterally brace chords as follows: D-H 620 -336 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.38 20.29 BC 120 0.15 18.77 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 5-1-3. t 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray IIIMELLEMi PE No.60839 PE No.58544 PE No.71457 I 1588OCEANBLVD Ply:1 SEQN:17251/T5/HIPS Custom Qty: 1 FROM: DRW: T17 Wgt:86.8 lbs ... / ... 11/10/15 6'3"15I 9' 19'11" 12' 7"1 I 18'11" I , 6'3"15 2'8"1 11" 2'8"1 6'3"15 =4X4 =4X4D E 12 "6.•2)(4 C Bi le F4r2X4 0 LA Gm2X4(A1) 1 H 21'11' •^• =�X4 i 5X5 •.. l'4"8 1 9' 1' 8'11^ 1 14"8 9' 10' 18.11" 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): 0.030 J 999 240 B 704 /347 /349 /- /150 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.059 J 999 223 G 704 /347 /349 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.026 I - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.19 ft Code f Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.382 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.979 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.108 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 37 0 E-F 438 -750 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 486 -961 F-G 486 -961 Lumber C-D 438 -751 G-H 37 0 D-E 402 -620 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-J 797 -318 I-G 797 -318 approved 1/30/2013 by ALSC J-I 620 -160 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: Chord Spacing(in oc) Start(ft) End(ft) C-J 242 -289 E-I 257 -159 TC 24 -1.38 20.29 D-J 261 -158 I-F 242 -289 BC 114 0.15 18.77 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 4-10-7. 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. 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 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:172491 T2/HIPS Custom thy: 1 FROM: DRW: T18 Wgt:81.2 lbs ... / ... 11/10/15 • 7 11'11" 18'11" I7' I 4,11" I 7' H 0-5X7 =5X5 C T2 D T 12 6 411111111141114..„ c e iM 3X8(131)B E=_3X8(81) 1 .17A100000". g l l f _ F 021'11" III 12X4 =HH310 -G4 \ 14"8 1 T1"12 I 2'10"4 I 17"8 I T3"8 1 1'4"8 7'1"12 10' 11'7"8 18'11" Loading Criteria(psi) 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 Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.105 I 999 240 B 1527 /868 /- I- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.200 I 999 223 E 1527 /904 I- I- 1- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.045 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.086 G - - B Min Brg Width Req= 1.8 NCBCLL: 10.00 Mean Height:23.69 ft Code/Misc Criteria Creep Factor.1.5 E Min Brg Width Req= 1.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.685 Bearings B&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psi TPI Std: 2007 Max BC CSI: 0.994 Spacing:24.0" MWFRS Parallel Dist:010 h/2 Rep Factors Used:No Max Web CSI:0.198 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 37 -24 D-E 1646 -2713 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01C.0611.00 B-C 1572-2716 E-F 37 -24 Lumber Additional Notes C-D 1429-2392 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2:T2 2x4 SP M-30: 3-10-7. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-I 2352-1354 H-G 2373 -1358 Lumber value set"13B"uses design values I-H 2373-1358 G-E 2350 -1419 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at -1.38 to 56 plf at 7.00 C-I 509 -213 G-D 521 -218 TC-From 28 plf at 7.00 to 28 plf at 11.92 C-G 408 -90 TC-From 56 plf at 11.92 to 56 plf at 20.29 BC-From 4 plf at -1.38 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 11.85 BC-From 10 plf at 11.85 to 10 plf at 18.92 BC-From 4 plf at 18.92 to 4 plf at 20.29 TC- 242 lb Conc.Load at 7.01,11.92 TC- 171 lb Conc.Load at 9.06,9.85 BC- 393 lb Conc.Load at 7.01,11.92 BC- 98 lb Conc.Load at 9.06,9.85 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 -1.38 20.29 BC 56 0.15 18.77 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. 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. 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 ep:;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17197/T104/HIPM Custom Qty: 1 FROM: DRW: T19 Wgt:54.6 lbs ... / ... 11/10/15 7' 12'1 1"8 FI I 5'11"8 12 C=6X8 T2 3.5 p 1112X4 D 0. T T (a) o "v =3X4(A1)B N N .1 A _ a I $ 11'1"2 11 )(4 E III4X5[13] P"1 12'6" j 1 4 7'1"12 5'9"12 8 I -I 7'1"12 I 12'11"8 Loading Criteria(psi) 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 Pt NA Ce:NA VERT(LL): 0.071 F 999 240 B 843 /278 /- /- I- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.134 F 999 180 E 901 /278 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.039 E - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.619 Bearings B&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.984 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.410 Maximum Top Chord Forces Per Pty(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 23 -10 C-D 16 -46 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 518-1724 Lumber Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2:T2 2x4 SP M-30: to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 24 -1.38 12.96 B F 1599 -471 F-E 1631 -472 BC 98 0.46 12.96 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Bracing Additional Notes C-F 469 -17 D-E 128 -248 (a)Continuous lateral restraint equally spaced on The overall height of this truss excluding overhang is C-E 483-1680 member. 2-4-10. Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at -1.38 to 55 plf at 7.00 TC-From 27 plf at 7.00 to 27 plf at 12.96 BC-From 4 plf at -1.38 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 12.96 TC- 208 lb Conc.Load at 7.01 TC- 152 Ib Conc.Load at 9.06,11.06 BC- 327 lb Conc.Load at 7.01 BC- 90 lb Conc.Load at 9.06,11.06 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite (131 4X5 1.75 R 2.50 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17204/T90/MONO' Custom Qty: 12 FROM: DRW: 120 Wgt:33.6 lbs ... / ... 11/10/15 1112X4 C 12 3.5 v N CV CV M 2X4(A1)B T 4"2 A ■ 11'1"2 I 1112X4 I $i 8' i H 1'4"8 8 5 8 -I 8'S"8 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 I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 381 /109 /209 /- /98 13.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 246 /92 /125 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.030 D - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.761 Bearings B&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.455 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.305 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 23 0 B-C 11 106 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 B-D 43 -26 Got chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC C-D 173 -187 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 -1.37 8.46 BC 96 0.46 8.46 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. 11 Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 2-9-12. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17215/178/HIPS Custom Qty: 1 FROM: DRW: T21 Wgt:147.0 lbs ... / ... 11/10/15 7' 11'8"8 15'11"12 17' 20'2"8 24'6"12 24F'1 "8 I 7' I 4.8.6 I 4'3"4 I1.o"4I 3'2"8 I 4'4.4 4'12 3.5 12 C 12 liX4 tI X4 F 4X5 m3120) -5X7[22) `. 1 m .. T T .ax1gA1)e ,r, So A EN •- Q Y- I 1,---------1 1 11'1'2 ..-. LLmH0510 KK ,g I 1 112XN 4[9] =3)1400) -H0310[16] =48[21] 113 8 1'4'81 4 8 1 7'1"12 I 4'7'12 I7"8I 4'1"12 I 4'512 I 44" 1 7'1"12 11'4"8 12' 16'1"12 207 8 24'11"8 Loading Criteria(psi) 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): 0.333 D 892 297 0 1845 /582 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.634 D 469 297 I 1897 /588 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.052 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.100 I - - 0 Min Brg Width Req= 1.9 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.681 Bearings 0&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psi TPI Std: 2007 Max BC CSI: 0.997 Spacing:24.0" MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI: 0.927 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 23 -10 E-F 1845 -5982 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.010.0611.00 B-C 1698-5518 F-G 1845 -5982 Lumber Purlins C-D 1984-6457 G-H 1163 -3778 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins D-E 1845-5982 Top chord 2x6 SP SS Dense:T1 2x4 SP M-30: to laterally brace chords as follows: Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3:W8 2x4 SP#2: TC 24 -1.38 24.96 Chords Tens.Comp. Chords Tens. Comp. BC 71 0.15 24.96 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers B-N 5268-1614 L-K 6496 -2011 approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. N-M 5304-1616 K-J 3993 -1245 Special Loads M-L 64%-2011 J-I 14 -5 Additional Notes -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs) TC-From 55 plf at -1.38 to 55 plf at 7.00 2-4-10. Webs Tens.Comp. Webs Tens. Comp. TC-From 27 plf at 7.00 to 27 plf at 17.00 TC-From 27 plf at 17.00 to 27 plf at 24.96 C-N 478 -34 E-K 221 -434 BC-From 4 plf at -1.38 to 4 plf at 0.00 C-M 1260 -401 G-J 547 -1432 BC-From 10 plf at 0.00 to 10 plf at 7.01 M-D 186 -280 J-H 4108 -1264 BC-From 5 ptf at 7.01 to 5 plf at 12.00 D-K 181 -564 H-I 585 -1811 BC-From 5 plf at 12.00 to 5 plf at 24.96 K-G 2183 -659 TC- 212 lb Conc.Load at 7.01 TC- 160 lb Conc.Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06 BC- 385 lb Conc.Load at 7.01 BC- 94 lb Conc.Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [9) 2X4 S 2.50 [10) 3X4 1.50 R 1.25 [161 H0310 5.50 R 1.25 [20) 3X8 S 1.25 [211 4X8 3.00 L 1.25 [22] 5X7 2.25 R 2.25 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ECISEEEMED PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17322/T75/HIPM Custom Qty: 1 FROM: DRW: T22 Wgt:112.0 lbs ... / ... 11/10/15 8'9"8 16'10"8 18'9"8 2411"8 I89"8 { 8'1" I 1.11" I 62" m4 10 T3 11122X4 w3 4 114X5119) 12 E F 3.5 -. u T T � o_ 'r n iV el w 4X4(A2)B A - 9 nr ' I 1 I ,{,11'1"2 (/c=: 112X4 m3X4 w4X8(13) - 1 W J I H 112X4[21)G 1'4"8 811"4 3'0"12 4'11" 8'0"8 I 1 8'11"4 I 12' I 1611" I 2411"8 1 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.150 J 999 297 B 894 /283 /428 /- /102 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.287 J 999 297 G 798 /264 /321 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.057 G - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.971 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.965 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.799 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 23 0 D-E 773 -1797 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 816-1971 E-F 773 -1797 Lumber Additional Notes C-D 773-1797 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Ply Chord Forces Per Top chord 2x4 SP#2:T3 2x4 SP M-30: 2-10-15. Maximum Bot (lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-J 1838 -829 I-H 1844 -827 Lumber value set"13B"uses design values J-I 1844 -827 H-G 29 -13 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member. C-J 257 0 H-F 1859 -799 C-H 309 -380 F-G 374 -760 Plate Shift Table H-D 290 -481 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [13) 4X8 2.75 R 1.25 [19) 4X5 1.50 R 1.75 [21) 2X4 S 2.75 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 -1.37 24.96 BC 86 0.15 24.96 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: 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 11 1588OCEANBLVD Ply:1 SEAN:17219/799/MONO Custom Qty: 3 FROM: DRW: T23 Wgt:29.4 lbs ... / ... 11/10/15 1112X4 C 3.5 12 j T 1 v 0) 1*-- - N N 2X4(A1)B A 1 11'1"2 D 112 4 ,,9.. H 1'4"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pl 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 Udell U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 345 /99 /190 /- 191 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 237 /88 /121 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C — HORZ(TL): 0.033 D - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.671 Bearings B&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.411 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.254 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 23 0 B-C 10 -96 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 B-0 41 -26 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC C-D 167 -176 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 -1.38 7.75 BC 91 0.15 7.75 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. Additional Notes The overall height of this truss excluding overhang is 2-7-4. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray WEIMMECIEEI PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17206/T74/HIPM Custom Qty: 1 FROM: DRW: T24 Wgt:33.6 lbs ... / ... 11/10/15 7' 8'5"8 I- 7' I- 1'5"8 1114X5 •1(4X4 12 T T 3.5 2 �� 1- N .EL v iV FP 4'2 _„„„iiiiiall I 2X4(A1)= az A ■ - 111'1"2 i F 11 1112X4 115X5 5"8 I- 1 8'-- i I--1'4"8 ( T1"12 I 1'3"12 I 7'1"12 8'5 8 Loading Criteria(ps0 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): 0.184 F 521 240 B 478 /166 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.349 F 275 180 E 684 /212 I- I- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.063 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.120 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.605 Bearings B&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.741 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.494 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 23 -10 C-D 33 -113 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 71 -185 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-30:T2 2x4 SP#2: 2-4-10. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-30 B-F 122 -42 F-E 113 -33 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads C-F 131 -131 0-E 68 -252 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at -1.38 to 55 plf at 7.00 TC-From 55 plf at 7.00 to 55 plf at 8.46 BC-From 4 plf at -1.38 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 8.46 TC- 208 lb Conc.Load at 7.01 BC- 327 lb Conc.Load at 7.01 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 -1.38 8.46 BC 96 0.46 8.46 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray _� PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17212/T79/HIPS Custom Qty: 1 FROM: DRW: T25 Wgt:158.2lbs / ... 11/10/15 6715 9' 18612 19' 23'1112 31'3" 32'5" [ 6715 I 2.4"1 5I T6"12 I 2'5"4 4'11"12 I 7.3"4 11.2..1 3.5 12 35 ?(.5 =3X8[14] .3X8 N1,�(4 N H 8 T % 4c EE_ ,,,, tt.�� , I N2X4 o T w =4X5(A2)8Ar A c9 �' f/' is 3X8[10) sIid330 12X4 .lid30 $5X7[23] 1_40.11'1-2 0 N M L K =-4X4"30] I- 1'4"8 9'1"12 [ 2'10"4 [ 4'6"12 I 3'10"4 I 3'7"4 I 8'4"12 91"12 12' 16'612 205" 24'0"4 326" 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 U# Loc R /U /Rw /Rh 1 RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.276 M 999 387 B 1134 /363 /534 /- /92 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.528 M 733 387 J 1040 /339 /405 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.056 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.107 J - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.318 Bearings B&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.966 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.630 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.24 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 23 0 E-F 1088 -2538 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01C.0611.00 B-C 1223-2866 F-G 1088 -2538 Lumber C-D 1146-2662 G-H 1088 -2539 Top chord 2x4 SP M-31 D-E 1129-2573 H-I 8 22 Bot chord 2x4 SP M-31 Webs 2x4 SP M-30 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord B O 2705-1217 M-L 3221 -1371 No Size Shift Bite No Size Shift Bite O-N 3221 -1371 L-K 3221 -1371 [10] 3X8 S 1.25 [14] 3X8 S 1.25 N-M 3221 -1371 K-J 430 197 [23] 5X7 2.25 R 1.25 [30] 4X4 1.75 R 2.75 Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins C-O 142 -209 G-K 269 -463 to laterally brace chords as follows: D-O 443 -129 K-H 2247 931 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.38 32.42 O-E 298 -801 H-J 498 -1053 BC 92 0.15 32.42 E-M 201 0 I-J 25 -36 Apply purlins to any chords above or below fillers E-K 319 -745 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. Additional Notes The overall height of this truss excluding overhang is 2-11-10. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17210/T80/HIPS Custom Qty: 1 FROM: DRW: T26 Wgt:162.4 lbs ... / ... 11/10/15 57"12 11' 17212 19'3" 23'312293" 32'5" I 5.7"12 I 5'4"4 I 62.12 I 2'0"4 I 4'0"12 I 5'11..4 [ 3'2" I 06X5 .e8 = X8 11X4 a5X5 12 u �Ga H T T 3.5 p • _ I I v2T a ZD $3X40 ' r °i o ih f. in w4X5(A2)B - `� A- V 1 1 11'1"2 C__::::-__ ■2X4 03,“ d2X4 =V8 =3X8[24[ P O3(8 M L K 114431) 14"8 56" 57'1210" 5'2"12 3'2"4 2'11"12 9'0"4 1 5'6" I 11'1"12 [12' 177'12 I 20'5" I 23'4"12 I 32'5" Loading Criteria(psi) 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 IJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.268 M 999 387 B 1134 /363 /543 /- /92 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.513 M 754 387 J 1040 /338 /408 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.071 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.135 J - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.516 Bearings B&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.959 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.550 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.24 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 23 0 E-F 966 -2157 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 1212-2931 F-G 966 -2157 Lumber C-D 1074-2472 G-H 966 -2157 D-E 1069-2354 H-I 28 -38 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-P 2775-1207 M-L 2607 -1117 approved 1/30/2013 by ALSC P-O 2775-1211 L-K 2607 -1117 O-N 2607-1117 K-J 893 -416 Plate Shift Table N-M 2607-1117 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(lbs) [24] 3X8 3.25 R 1.25 [31] 4X5 S 3.00 Webs Tens.Comp. Webs Tens. Comp. Purlins P-C 131 0 E-K 227 -512 In lieu of structural panels or rigid ceiling use purlins C-0 201 -494 G-K 224 -376 to laterally brace chords as follows: D-0 377 -81 K-H 1443 -574 Chord Spacing(in oc) Start(ft) End(ft) O-E 146 -479 H-J 598 -1263 TC 24 -1.38 32.42 E-M 148 0 I-J 74 -93 BC 73 0.15 32.42 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. Additional Notes The overall height of this truss excluding overhang is 3-6-10. 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. 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 APE X *i Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17203/T94/HIPS Custom Qty: 1 FROM: DRW: T27 Wgt:163.8 lbs ... / ... 11/10/15 67'12 ) 13' I 20'1"8 , 27'3" ) 373" 6'7"12 6'4"4 7'1"8 7'1"8 5' a5X5 =VS Pr T 12 D, E F 3.5 p T �Cni4X4 m 3X40 (a) 47 T tv to =4X5(A2)B - Ami 1 A I1i�� mm f/:' 112X4 =1163 SK =TEAS s4X8[19] 6 11'1"2 M L =3)08 J I 114X261 �1'4"81 6'6" I 5'6" 11'1"l T1"4 ) 6'10"4 ) 5'1"12 1 6'6" 12' 113'1'12 20'3" 27r4 373" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.233 K 999 385 B 1129 /360 /548 /- /94 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.446 K 863 385 H 1035 /336 /411 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.065 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.125 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.588 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.959 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.622 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.22 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 23 0 D-E 980 -2130 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.010.0611.00 B-C 1174-2892 E-F 587 -1208 Lumber Additional Notes C-D 980-2255 F-G 582 -1288 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 4-1-10• Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-M 2734-1168 K-J 2097 -895 Lumber value set"13B"uses design values M-L 2732-1170 J-I 2097 -895 approved 1/30/2013 by ALSC L-K 2732-1170 I-H 9 -5 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. member. M-C 176 0 E-1 428 -1016 Plate Shift Table C-K 270 -686 I-F 150 -54 JT Plate Lateral Chord JT Plate Lateral Chord D-K 325 -34 I-G 1321 -570 No Size Shift Bite No Size Shift Bite K-E 310 -255 G-H 482 -1014 (19) 4X8 S 1.25 (26) 4X5 S 3.00 E-J 208 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 -1.38 32.25 BC 74 0.15 32.25 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: 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 AP4 E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ElanalMrni ` PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17207/T93/HIPS Custom Qty: 1 FROM: DRW: T28 Wgt:162.4 lbs ... / ... 11/10/15 877 15' 201"8 253" 373" I 8.7.7 I 6.9..9 I 5.1..8 I 5118 I 7' 116X5 or 114X5 T 12 3.s 2 o s5X7C C'�4X4 r± le 0 o PA 1 .4X5(A2)6 LL - �1 N rt A tl OM4 =LXB =3,8[16] =3X8 =4X8[21] 1 1.11'1"2 114428) [1'4"81 8'2"11 I 3'9"5 I 3'1"12 I 5'1"4 I 4'10"4 I 7'1"12 1 8'2"11 17 15'1"12 20'3" 25'1"4 373" Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def,CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.216 C 999 385 B 1129 /214 /552 I- /100 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.414 C 930 385 H 1035 /226 /415 I- I- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.057 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.109 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.939 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.992 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.825 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.22 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp._ GCpi:0.18 Plate Type(s): A-B 23 0 D-E 884 -1905 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 1120-2797 E-F 645 -1352 Lumber C-D 882-2031 F-G 636 -1456 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-M 2633-1105 K-J 1767 -757 Lumber value set"13B"uses design values M-L 2630-1107 J-I 1767 -757 approved 1/30/2013 by ALSC L-K 2630-1107 I-H 25 -15 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [16] 3X8 S 1.25 [21] 4X8 S 1.25 M-C 205 0 E-I 269 -556 [28] 4X5 S 3.00 C-K 332 -814 I-F 179 -42 D-K 303 -40 I-G 1398 -573 Purlins K-E 332 56 G-H 477 -1007 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 -1.38 32.25 BC 99 0.15 32.25 Apply puffins 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. Additional Notes The overall height of this truss excluding overhang is 4-8-10. 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. 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 A P E X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17209/T92/HIPS Custom Qty: 1 FROM: DRW: T29 Wgt:161.0 lbs ... / ... 11/10/15 • I 8'2"7 I 17 [ 23'3" ! 2T9"3 I 373" 8'2"7 8'9'5 6'3" 4'6"3 4'5"13 or E a 5X, 12 3.5 p Fre 3X4[24) 0. $SX7C .I. ry C'112X4 rn n 11 �N 4X5(A2)B A _' n22X4 NI-100 310 a3X8[16] 3')18 _2X4 1 .11'12 M L K J I 114X5[28] F1'4"8- 1 8,2 11 j 3'9"5 I 5.1"8 I 3,1"8 I 3' I 9' 1 8'2"11 12' 171"8 20'3" 23'3" 373" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt 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): 0.227 C 999 385 B 1129 /217 /554 /- /111 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.435 C 886 385 H 1035 /206 /416 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.064 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.121 H - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.927 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.966 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.887 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.22 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 23 0 D-E 815 -1706 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01C.0611.00 B-C 1101 -2832 E-F 661 -1459 Lumber Additional Notes C-D 801 -1842 F-G 37 -44 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is 5-3-10. Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-M 2669-1089 K-J 1367 -543 Lumber value set"13B"uses design values M-L 2665-1091 J-I 1367 -543 approved 1/30/2013 by ALSC L-K 2665-1091 I-H 1088 -474 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. member. M-C 265 0 E-I 110 -145 Plate Shift Table C-K 400-1031 I-F 359 -92 JT Plate Lateral Chord JT Plate Lateral Chord D-K 226 0 F-H 613 -1392 No Size Shift Bite No Size Shift Bite K-E 438 -209 G-H 88 -108 [16] 3X8 2.00 R 1.25 [24) 3X4 2.25 R 1.25 [28) 4X5 S 3.00 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 -1.38 32.25 BC 102 0.15 32.25 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: 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 Air4r\ PE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 15880CEANBLVD Ply:1 SEON:17211/T91/HIPS Custom Qty: 1 FROM: DRW: T30 Wgt:172.2 lbs ... / ... 11/10/15 8'2"7 13'9"2 19' 217 259'3 32'3" 8'27 ] 5.6..11 5'2"14 73" 56"3 [ 5'5'13 [ s X5 p )(5 T 3.5 12 #3X40 6 a 3x4[26] 0 C H Mar it �SX l' (a) in T1 1 a4AX5(A2)B-oo �II • 112X4 =�)l8 a 3X4 a 3X8 aL3X8 a 3X4 1 1112 0 N M L K J a 4X44301 1'4"8 8711 3'9"51'5"101 5'8"2 1'1" 5'4"8 6'7"8 I-- 1 8'2"11 1 12' 113'5"1b 19'1"12 ]20'3 25'7"8 373" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.197 M 999 385 B 1129 /220 /554 /- /123 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.376 M 999 385 I 1035 /179 /414 I- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.063 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.121 I - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.5 Soffd: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.524 Bearings B&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.990 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.642 Maximum Top Chord Forces Per Ply(lbs) g' CBC Dist a:3.22 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 23 0 E-F 696 -1450 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 1043-2784 F-G 628 -1371 Lumber Additional Notes C-D 888-2176 G-H 49 49 D-E 692-1547 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 Ti: 2x4 SP M-30: 5-10-10. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-0 2618-1030 L-K 1346 -520 approved 1/30/2013 by ALSC 0-N 2615-1031 K-J 1346 -520 N-M 2615-1031 J-I 1221 -492 Bracing M-L 2027 -808 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord 0-C 204 0 L-F 295 -124 No Size Shift Bite No Size Shift Bite C-M 242 -667 F-J 76 -135 [26] 3X4 2.25 R 1.25 [30] 4X4 1.25 R 2.75 M-D 339 -75 J-G 255 -16 D-L 306 -727 G-I 601 -1493 Purlins E-L 239 -82 H-I 104 -126 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 -1.38 32.25 BC 106 0.15 32.25 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: 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17213/T71/SPEC Custom Qty: 1 FROM: DRW: T31 Wgt:166.6 lbs ... / ... 11/10/15 8'27 ' 14'3"14 ( 20'1"8 I 25'9"8 I 32'3" 8'2"7 6'1"7 5'9"10 5'8" 6'5"8 TE 14X5 12 3.5 p of3X4D F®3X4I F' C ZI m $5X7" G s4X4 io T to 1 fV �4X5(A2)B Eisi o A 1 :. 112X4 X4)18 =--3X4 s I. 0 -3X4[22J �tt't"2 M L K J I 112X4126] 1418 8'2"173'9'5 2'0"6 6'710 5'10"8 6'1"8 1 8'2"11 [ 17 14'0"6 20'3" 26'1"8 [ 323" 1 Loading Criteria Ipso 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 Lift Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.198 C 999 385 B 1129 /221 /552 /- /129 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.380 C 999 385 H 1035 /163 /412 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.056 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C . HORZ(TL):0.107 H - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.520 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.974 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.792 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.22 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 23 0 D-E 620 -1445 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01C.0611.00 B-C 1005-2788 E-F 633 -1446 Lumber C-D 830-2126 F-G 550 -1370 Value Set:13B(Effective 611!2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2:T1 2x4 SP M-30: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-M 2622 -993 K-J 1976 -750 Lumber value set"13B"uses design values M-L 2619 -995 J-I 1300 -493 approved 1/30/2013 by ALSC L-K 2619 -995 I-H 19 -11 Plate Shift Table Maximum Web Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite [22] 3X4 2.50 R 1.25 [26] 2X4 S 2.75 M-C 209 0 J-F 206 -130 Purlins C-K 263 -689 F-I 224 -423 K-D 359 -70 I-G 1347 -503 In lieu of structural panels or rigid ceiling use purlins D-J 326 -792 G-H 442 -1006 to laterally brace chords as follows: E-J 487 -162 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.38 32.25 BC 105 0.15 32.25 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. Additional Notes The overall height of this truss excluding overhang is 6-2-9. 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. 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 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEON:17221/T57/HIPM Custom Oty: 2 FROM: DRW: T32 Wgt:95.2 lbs ... / ... 11/10/15 7' 13'8" 20'4" I 7' I 6'8" I 6,8" I v.--CXB III D4 T2 =6X6[15] 12 40 $ mi T T M r.7.-, M hi ih =3X8(61)8 ay13 A i Pt 11 I - E I x,1'1"2 -=- 712X4 =HH310 =4X1/0[14] III4X5f18) 1'4"8 7'112 2'10"4 3'9"4 6'6"12 F I 1 7'1"12 1 10' I 13,9"4 1 20,4" 1 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 Ioc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.196 I 999 242 B 1486 /479 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.373 I 649 242 F 1634 /516 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.039 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.074 F - - B Min Brg Width Req= 1.8 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.950 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.966 Spacing:24.0" MWFRS Parallel Dist:010 h/2 Rep Factors Used:Yes Max Web CSI:0.926 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 26 -12 C-D 1066 -3379 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01C.0611.00 B-C 1120-3566 D-E 1065 -3379 Lumber Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2:T2 2x4 SP M-30: to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) Bot chord 2x4 SP M-30 B-I 3323-1035 H-G 3352 -1035 Webs 2x4 SP#3:W4 2x4 SP#2: TC 24 -1.37 20.33 I-H 3352-1035 G-F 43 14 BC 83 0.15 20.33 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs) Special Loads Wind Webs Tens.Comp. Webs Tens. Comp. ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Wind loads and reactions based on MWFRS. C-I 487 -11 G-E 3553 -1120 TC-From 55 plf at -1.37 to 55 plf at 7.00 Right end vertical not exposed to wind pressure. C-G 28 -32 E-F 529 -1498 TC-From 27 plf at 7.00 to 27 plf at 20.33D-G 439 -832 BC-From 4 plf at -1.37 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 20.33 TC- 224 lb Conc.Load at 7.01 TC- 162 lb Conc.Load at 9.06,11.06,13.06,15.06 17.06,19.06 BC- 384 lb Conc.Load at 7.01 BC- 95 lb Conc.Load at 9.06,11.06,13.06,15.06 17.06,19.06 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [14] 4X10 4.50 R 1.25 (15) 6X6 2.25 R 2.00 [18] 4X5 S 3.00 Hangers/Ties (J)Hanger Support Required,by others Additional Notes The overall height of this truss excluding overhang is 2-8-13. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17223/T62/HIPM Custom Qty: 2 FROM: DRW: T33 Wgt:98.0 lbs ... / ... 11/10/15 6'11"15 9' 14'8" 20'4" F' 6'11"15 I 2.0"1 I 5'8" I 58" m3X8 D-=-4X4 E 1112X4 F 12 4 p M.2X4 C �n T T � I M b, c7 i7 m3X4(A1)B ait3 A g LII a 1 1 I m 11'1"2 ill ==-3X88 I=3X4J IIIH 4 =4X4118] w 14 8 1 9'1'•12 1141 10' 4'8" 58" 1 9'1"12 10' 14'8" 20'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.061 J 999 242 B 748 /231 /390 /- /119 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.117 J 999 242 G 650 /218 /273 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.039 G - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.453 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.982 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.782 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 26 0 D-E 484 -1066 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 569-1368 E-F 4 -10 Lumber C-D 498-1144 Value Set:13B(Effective 6/1/2013) 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 B-J 1245 -608 I-H 915 -414 Lumber value set"136"uses design values J-I 915 -414 H-G 915 -414 approved 1/30/2013 by ALSC Plate Shift Table Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite C-J 188 -324 E-H 161 0 (18] 4X4 S 2.50 D-J 227 -54 E-G 468 -1033 J-E 250 -80 F-G 89 -126 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 -1.37 20.33 BC 101 0.15 20.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/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 3-4-13. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17225/T59/HIPM Custom Oty: 2 FROM: DRW: T34 Wgt:103.6lbs / ... 11/10/15 5'7"12 11' 158" 20'4" I5,7„12 I- 54"4 I I 4.8" I 4'8" .3X4 0=4X4 E 1112X4 F T 12 4 p g 3X4 C "moi O n -v 'v 3X4(A1)BI �i73 A _ {} 11'1"2 Mi III2X4 =3X4 HX8I =42618] 1'4"8 , 56" 4.6,. 1'1"12 9'2"4 I 1 56" 1 10' 111'1"121 20'4" Loading Criteria(psi) 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 L/# Loc R /U I RW /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.066 C 999 242 B 748 /226 /400 /- /143 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.127 C 999 242 G 650 /222 /284 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.039 G - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.304 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.985 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.543 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 26 0 D-E 636 -900 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 877-1452 E-F 0 -15 Lumber C-D 611 -995 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs2x4SP#3 B-J 1335 -993 I-H 1334 -995 Lumber value set"13B"uses design values J-I 1334 -995 H-G 631 -438 approved 1/30/2013 by ALSC Plate Shift Table Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite J-C 112 0 H-E 356 -258 [18] 4X4 S 2.75 C-H 377 -485 E-G 564 -801 0-H 142 0 F-G 79 -106 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) IC 24 -1.37 20.33 BC 101 0.15 20.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers!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 4-0-13. 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. 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 /� 1f+n E Michael G Kozlowski Jeffrey P Arneson Derek B Murray 'H PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17227/T56/HIPM Custom Qty: 2 FROM: DRW: T35 Wgt:103.6 lbs ... / ... 11/10/15 6,7"12I 13' I 20,4„ I ' 6'7"12 6'4"4 7'4" =55X5 m 3X4115] O I T 12 4 - 3X4 C r, G M -v r� E3X4(A1)B 4413 A 0- CO 1_011.1"2 UIiX4 =H4 =3X88114) 1112X4[16] 1'4"8 6'6" 3'6" 3'1"12 7'2"4I F A 6'6" I 10' -I 131'12 I 20'4" i Loading Criteria(psi) 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 I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.069 C 999 242 B 748 /221 /407 /- /166 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.133 C 999 242 F 650 /226 /298 /- I- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.031 G - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.792 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI SW: 2007 Max BC CSI: 0.977 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.821 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 26 0 C-D 499 -832 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 810-1416 D-E 538 -736 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) 4-8-13. Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 B-I 1293 -955 H-G 1291 -957 Webs 2x4 SP#3 I-H 1291 -957 G-F 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord I-C 179 0 G-E 865 -632 No Size Shift Bite No Size Shift Bite C-G 436 -582 E-F 447 -622 1141 3X8 S 1.25 (15] 3X4 1.50 R 1.75 D-G 233 -213 1161 2X4 S 2.75 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 -1.37 20.33 BC 101 0.15 20.33 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 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 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. 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 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEON:17229/161/HIPM Custom Oty: 1 FROM: DRW: T36 Wgt:103.6 lbs ... / ... 11/10/15 81" 15' 20'4" 8'1" I 6,11" I 54" tl4X5 =3X3117) D E n 12 4 p 5X7 C 0011 -v in in in 1 1 m3X4(A1)B r 11'1'2 �i13 A m III�)C4 w 3X4 =33'X8 Ill 4[F18] 1'4"8 8'1"5 1'10"11 5'1"12 5'2"4 • 1- 8'1"5 I 10' I 15'1"12 I 20'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U 1 Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.061 I 999 242 B 748 /110 /412 I- /132 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.117 I 999 242 F 650 /167 /314 /- I- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.032 G - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.697 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.702 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.801 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 26 0 C-D 225 -619 Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00 B-C 427-1338 D-E 251 -523 Lumber Value Set:13B(Effective 6/1/2013) Maximum Sot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 B-I 1209 -542 H-G 1206 -543 Webs 2x4 SP#3 I-H 1206 -543 G-F 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord I-C 235 0 G-E 733 -352 No Size Shift Bite No Size Shift Bite C-G 311 -734 E-F 326 -630 [17] 3X3 1.25 R 1.50 (181 2X4 S 2.50 D-G 170 -221 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 -1.37 20.33 BC 120 0.15 20.33 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 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 5-4-13. NOTES: 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17231/T58/HIPM Custom Qty: 1 FROM: DRW: T37 Wgt:109.2 lbs ... / ... 11/10/15 I 81" I 17' I 204" I 8'1" 8'11" 3'4" ==5X5 D 1113X3 E 12 4 p 5X70;00110111.11.111.11.111111.°1111111.1.111.111.1.1. X7 C M � to zozo (a) m3X4(A1)B .y3 A/ W - - 11.1"2 / P� 4 III�X4 =33X4 =3X08[16] 1112X4(18) 1'4"8 8'1"5 1'10"11 7'1"12 3'2"4 F 8'1"5 I 10' I 17'1"12 ( 20'4" • Loading Criteria(psi) 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 1J# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.073 I 999 242 B 748 /106 /415 /- /149 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.139 I 999 242 F 650 /154 /332 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.039 G - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.779 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.648 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.433 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 26 0 C-D 127 -455 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 8-C 399-1368 D-E 168 -349 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) 6-0-13. Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 B-I 1242 -542 H-G 1239 -544 Webs 2x4 SP#3 I-H 1239 -544 G-F 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on I-C 269 0 G-E 722 -347 member. C-G 388 -927 E-F 319 -651 D-G 233 -309 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite 116] 3X8 S 1.25 [18] 2X4 S 2.50 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 -1.37 20.33 BC 120 0.15 20.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/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. 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. 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 ?AfFswE;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17233/T42/HIPM Custom Qty: 1 FROM: DRW: T38 Wgt:107.8 lbs ... I ... 11/10/15 8'1" 196"11 19 294" I8,1" -I 5'5"10 5,5„5 I 1,4” I • 5X7 E 2X4 F 3X4 D 12 4 p M o5X5� g 3X4(A1)8 1"-"'a A - . 11'1'2 .=- a 9X m 3X4 1120X4 1 1'4"8 1 10' 9' 1'4" I 10' I 19' 120'4"1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.228 H 999 242 B 748 /101 /415 /- /165 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.437 H 554 242 G 650 /140 /352 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.062 E - - Wind reactions based on MWFRS Des La: 32.00 EXP:C HORZ(TL): 0.119 E - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.956 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.659 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.875 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 26 0 D-E 13 -84 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 357-1340 E-F 1 0 Lumber C-D 317-1114 Value Set:136(Effective 6/1/2013) Top chord 2x4 SP#2:T2 2x4 SP M-30: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP M-30 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-I 1209 -522 H-G 0 0 Lumber value set"13B"uses design values I-H 659 -300 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: C-I 199 -340 E-H 292 -23 Chord Spacing(in oc) Start(ft) End(ft) I-D 588 -182 F-G 134 -326 TC 24 -1.37 20.33 D-H 392 -860 BC 120 0.15 20.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/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 6-8-13. 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. 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 A:;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17235/T60/MONO Custom Qty: 1 FROM: DRW: T39 Wgt:100.8 lbs ... / ... 11/10/15 8'1" I 14'2"11 I 20'4" 8'1" 6'1"10 6'1"5 • 112X4E _ — gii3X4 D 12 4 p M ao 5X5' f, a3X4(A1)B 4_o A S ii . _ 11V2 _ 3X414] th G 14.81 10' I 10'4" 1 10' 20'4" 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 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.051 C 999 242 B 748 /98 /414 /- /176 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.097 C 999 242 F 650 /129 /367 /- I- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.015 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.029 E - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.603 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.928 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.876 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 26 0 C-D 269 -1087 Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 313-1323 D-E 43 -64 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-30:B2 2x4 SP#2: B-G 1195 -498 G-F 604 -278 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table C-G 216 -378 D-F 353 -767 JT Plate Lateral Chord JT Plate Lateral Chord G-D 593 -149 E-F 114 -136 No Size Shift Bite No Size Shift Bite [14] 3X4 S 2.50 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 -1.37 20.33 BC 120 0.15 20.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/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 7-2-3. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray 11321113211131313 PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17198/T10/VAL Custom Qty: 3 FROM: DRW: Vol Wgt:30.8 lbs ... / ... 11/10/15 482 944 4'8"2 I- 4'8^2 12 B=4X4 6 3XA4(D1 =3X4C(D1) 1 fef3 0 23'4"3 DD 1112X4 9'4"4 I 4'8"2 4'8"2 4'8"2 I 9'4"4 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 U# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.012 D 999 240 A* 65 /261 /227 /- /51 /112 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.028 D 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 D - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):-0.011 D - - Bearing A Fcperp=565psi. NCBCLL: 10.00 Mean Height:24.69 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.311 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.228 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:Oto h/2 Rep Factors Used:Yes Max Web CSI:0.158 A-B 243 -279 B-C 243 -279 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply fibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00 Chords Tens.Comp. Chords Tens. Comp. Lumber A-D 350 -178 D-C 350 -178 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs Tens.Comp. Webs 2x4 SP#3 Lumber value set"136"uses design values B-D 531 -374 approved 1/30/2013 by ALSC 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 0.15 9.21 BC 75 0.00 9.35 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 See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 2-4-9. 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. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sultan Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17202/T32/VAL Custom Qty: 1 FROM: DRW: V02 Wgt:36.4 lbs / ... 11/10/15 F6"1J 3 5"3 I 1'4" I 14�' I 6,3 160'8'; 12C--4X4T 6 1,....--' ., 1112X4 B D 1112X4 co II v CV =3XA4(D1 =3XtD1) 1 • 0 111,2X4 El II 0 24'2"12 6"1 35"3 1112X4. 1'4" 1'4' ---------------3-.-5-.-,-3- 'S'3 6"1 -6"1J 4' I- 5'4" I 6,8" 1 10'1„3 110'8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/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 Udell U#t Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.004 F 999 240 1* 58 /110 /235 /- /51 /127 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.008 F 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 F - - I Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):-0.003 F - - Bearing I Fcperp=565psi. NCBCLL:10.00 Mean Height:25.57 ft Code/Misc Criteria Creep Factor.1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.111 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.069 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0” MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.050 A-B 111 -66 C-D 87 0 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 87 0 D-E 111 -66 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) A-H 89 -66 G-F 97 -72 Top chord 2x4 SP#2 H-G 97 -72 F-E 89 -66 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSO B-H 170 -145 F-D 170 -145 Purlins C-G 8 -101 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 0.18 9.41 BC 75 0.03 9.56 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 See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 2-4-9. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray GUEEIZEMCGICI PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17204/T41/VAL Custom Qty: 1 FROM: DRW: V03 Wgt:23.8 lbs .. / ... 11/10/15 3'4" 6'8"1 • 3'4„ I 3'4" 12 6 -' 13=4X4 T so °° =3X4(D1) =3X4(D1) 1 A = 0 l`C 0 25'2"12 III 2X4 I 6'8.'1 1 3'4" 3'4" I. 3,4„ I_ 6,8„1 .I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,PI 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 Lidefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.004 D 999 240 A. 64 /77 /155 /- /34 /80.1 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.009 D 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 D - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):-0.004 D - - Bearing A Fcperp=565psi. NCBCLL:10.00 Mean Height:26.24 ft Code I Misc Criteria Creep Factor.1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.114 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.091 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.067 A-B 125 -83 B-C 125 -83 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 Chords Tens.Comp. Chords Tens. Comp. 1 Lumber A-D 131 -85 D-C 131 -85 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs Tens.Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-D 225 -217 approved 1/30/2013 by ALSC 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 -1.01 5.37 BC 75 -1.15 5.52 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 See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 1-8-8. 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. 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 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17206/T19/VAL Custom Qty: 1 FROM: DRW: VO4 Wgt:23.8 lbs ... / ... 11/10/15 3'3" I 6'6"1 3'3" 3'3" 12 6 - B7-_-4X4 T i 3X4(D1 =3X4(D1) IA mI 0 0C 25'4"3 6'6"1 IIIII2X 4 I { 3'3" 3'3" 3'3" I 6'6"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI 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): 0.004 D 999 240 A' 64 /75 /151 /- /33 /78.1 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.009 D 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 D - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):-0.004 D - - Bearing A Fcperp=565psi. NCBCLL: 10.00 Mean Height:26.34 ft Code!Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.107 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI SW: 2007 Max BC CSI: 0.086 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.064 A-B 118 -77 B-C 118 -77 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 Chords Tens.Comp. Chords Tens. Comp. Lumber A-D 125 -80 D-C 125 -80 Value Set:138(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Web Forces Per Ply(lbs) Webs 2x4 SP#3 Webs Tens.Comp. Lumber value set"13B"uses design values B-D 216 -208 approved 1/30/2013 by ALSC 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 -0.39 5.82 BC 75 -0.54 5.97 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 See DWG VAL160101014 for valley details. 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. 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 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEQN:17208/T16/VAL Custom Qty: 1 FROM: DRW: V05 Wgt:37.8 lbs ... / ... 11/10/15 F5'3„ 10'6" 5'3" I 5'3" 12 B=4X4 N 3X4(D1 =3X4(D1) A C C` =1).8 / � O 24'4"3 1112X4 I 10'6" I 5'3" I 5'3" 53" 10'6" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSl 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 Udefl LNt Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.017 D 999 240 A' 65 1134 /258 /- /58 /126 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.040 D 999 180 Wind reactions based on MWFRS 'r BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 D - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):-0.016 D - - Bearing A Fcperp=565psi. NCBCLL:10.00 Mean Height:25.84 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.332 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.274 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.109 A-B 304 -211 B-C 304 -211 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00 Chords Tens.Comp. Chords Tens. Comp. Lumber A-D 254 -2213 D-C 254 -228 Value Set:138(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs Tens.Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-D 367 -450 approved 1/30/2013 by ALSC 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 -0.39 9.81 BC 75 -0.54 9.96 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 See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 2-8-0. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1588OCEANBLVD Ply:1 SEAN:17210/T15/VAL Custom Qty: 1 FROM: DRW: V06 Wgt:56.0 lbs ... / ... 11/10/15 I 3'3" F. 7'3" I 11'3" I 14'6" I ^ 3'3" 4' 4' 3'3" C, 44 12 6 V Zo 1112X4 B 0 1112X4 i =3X4(D1 , =3X4(D1) A E • i -oe <- / 11G /�// (I)23'4"3 1112X4 I- 14'6" I 3'3" I 4' I 4 I 3'3" 3'3" 7'3" 11'3" 14'6" 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 P1:NA Ce:NA VERT(LL): 0.002 H 999 240 A' 65 /190 /365 /- /83 /174 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.004 H 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 F - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):-0.001 F - - Bearing A Fcperp=565psi. NCBCLL: 10.00 Mean Height:25.34 ft Code/Misc Criteria Creep Factor.1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.217 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.087 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.066 A-B 43 -35 C-D 99 -55 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 99 -55 D-E 71 -64 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) A-H 42 -22 G-F 52 28 Top chord 2x4 SP#2 H-G 52 -28 F-E 42 -29 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC B-H 222 -237 F-D 222 -237 Purlins C-G 67 -190 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 -0.39 13.82 BC 75 -0.54 13.96 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 See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 3-8-0. 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. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457