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1777 MARITIME OAK DR - REV. 10-12-17 OFFICE C0PY CITY OF ATLANTIC BEACH t' 800 Seminole Road Fi ii Atlantic Beach, Florida 32233 Telephone(904)247-5800 •ft FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: /0-0• IT Received by: Resubmitted: Permit Number: (TFC 17 - 0089 Original Plans Examiner: Project Name: l--i uiZZ4L 2E$ Project Address: 14 O it-t. O Tz• Contract : HEyEt Cts6- --t 14(3-iE,5 Contact Name: t-IFS1Ee- _h ne : cloy-067.3 1 7 Contact e-mail: ,5 e ML-4Ce CubToM4+6'-1E5- 7' Revision-7 lan Check/Permit Fee(s)Due: $ 50, Description of Proposed Revision to Existin Permit: --f'2t Es VO1 Iru14 F_ CNAJ6ED ees-t PM—AMT bet { -`7661foGOL.TAlL-rO ArtArri?6 t 15r►Sv Eaarto -to f-to&C (a"4Z4LE -reR,w4e Z 'c " `t-i.(j--k `)2'l3 f OR- P1�11Jt: t.1C6etEt(Si - 5-re c. e t4 s Sr- a/5T-3A 'l:aLEc-T►sc. 'ck'T2cse lAY6(ST of epic SE.i r a 1 Additional Increase in Building Value: $ I Additional S.F. Or Site Plan Revised: Public W/U Approval: By signing be W. 1(print name) $Ef1-1 HEY E_ — affirm that the above revision is inclusive ofttl\e proposed changes. Signature of Co-ctor/Agent(contractor must sign if increase in valuation) Date i Office Use Only I 1 Date: /U -do"I 7 Approved: X Rejected: Notified by: Plan Review Comments: i C ; Co a / o/� raehr/L l f is k- 1r se,b cco�r 0,01),2e--t 1 I ! __DSpartment review required frYes yeri 9-- Buildin �(/ _ — Planning &Zoning _Tree Administrator Plans Examiner Public Works 0 -20 -( 7 Public Utilities 1_.__- - Public Safety Date Crated 4/13/16 Rev 3 Fire Services i r. J ' ' '. ' . 0 301990 -'• ;- - 3i • • • r , f •,-;‘ru ,i<.1r• ... G.dr')'.....-'5.-,-i-:-.>...7115,..', `=�'" i • r t ro w fi --_ ...4.4 `_. .. ,. 4YY.•tF ;a-.#-r - rw _r '•.sx,. !-`'a .n ;- . :! :.. •,,--'1'; .•*. ,t. a.` ✓`yr ' : • ' , :C' iii - l)'�9 t rj - 7 e i,tt. ,..,'..',34.'",:t. i, . . , .--,. • • 4 • • � •i, • n c . 1.t`^ (.+ rT.• V \;" ) j ., w• t'-'4"-:::“..;.'l • ,i i •' �. t �( `v a t d "d T'�`r 't .. .. .. .-. Sw OFFICE COPY lf*/\ APEX MEMORANDUM REVISION BP# Rks/7 —a0d / October 11, 2017 DATE /C2 / v7b / l7 SIGNED ma TO: Meyer Custom Homes FR: Derek B. Murray, P.E. RE: Atlantic Beach Country Club, Lot 105 Apex#AT6707 As we understand,the CMU foundation walls& footings at the front and rear of the garage structure need to be relocated toward the front of the lot due to building restriction line encroachment. The following specifications outline the structural foundation considerations necessary in relocating the footings and CMU foundation walls: • Provide(2)horizontal#5 x min 32"long foundation dowels drilled and epoxied with 8" • embed into existing original footing pour. Horizontal dowels to extend to lap continuous reinforcement in the new footing pour. • New footings to be provided as specified with foundation section#7, ST-7 of the structural plan set, included below for reference. • New CMU foundation walls to be constructed above new footings per foundation section #7, ST-7 of the structural plan set, included below for reference. At the intersection of the existing/new CMU one of the following two options must be provided. o Many the new&existing CMU to preserve running bond block work. o At any vertical joints between new&existing CMU,provide solid filled#5 vertically reinforced foundation wall cell on each side of joint. .,.s` BRAY ▪ :" • ` . 111 _AO eeP • O _ Derek B.Murray,P.E • •* ,cps p =• FL PE#71457 �,p'••• F L DQ•�, � 10/11/17 44/ .4,"1111;4=1°°ES . I ONP��. 4745 Sutton Park Court,Suite 402 Jacksonville, FL 32224 Phone 904-821-5200 Fax 904-992-8700 FBPE CA 7547 OFFICE COPY 'V\ APEX 0'-0"A.F.F j ` (BEYOND) 4"FLOATING CONCRETE c,.iU(1)#5000NKWT I SLAB W/6x6 WI.4xW1A ao VVWF OR FIBERMESH — I m w 1 FINISH //\j y�/`%/\%/�%/-//���/�l , 7 *0 GRADE v\\\/ >/,,--.4 % / „<*\1/A\ A /\ #4 OR i VERT REINFORCING I _''D,// // // //i//�i UP TO 3 COURSES: 72"O.C. .'„,\,\,\;>.P_'..1 \/\\'\\� REVISION EV'C'O N 4 TO COURSES: 48"O.C. \ e . e I eI v BP# RES/7-0o(F9 DATE / FOOTING TO BEAR ON FIRM ADDITIONAL#4 OR#5 SIGNED UNDISTURBED SOIL IN BRICK LEDGE VERT REINFORCEMENT TO HAVE 6"BEND @ BOTTOM 4"OPT BRICK LEDGE NOTED ON FND PLAN CAST-IN-PLACE FOOTING SPECS 1-STORY:8"x 16"W!(2)#4 OR(2)#5 CONT 2-STORY:10"x 20'W/(3)#4 OR(2)#5 CONT faCMU STEMWALL SECTION t SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL,PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH- SHOULD THIS CONDITION EXIST,RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEM WALL FOUNDATIONS Should you have any further questions or require any further clarification, please call. , N , 44/ • Ac-)1 • - �• O -1` F •Z7. O ' • 11111111 1l Derek B. Murray,P.E FL PE#71457 10/11/17 4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 Phone 904-821-5200 Fax 904-992-8700 FBPE CA 7547 ** Pre-Pay Account ** ) Site Information OFFICE C O PY 105 Atlantic Beach Country Club (FL-Duval) Structural Engineer of Record Derek B. Murray W PE No. 71457 A B �C,/0�; m 1 4rueHouse 4745 Sutton Park Court,Suite 402 ` 1I Jacksonville, FL 32224 1 0'/ WIND LOADING(Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd = 1.00) MWFRS TCLL 20 psf TCLL 40 psf 130MPH (3 second gust)\ASCE 7-10 TCDL 7 psf TCDL 17 psf Enclosed Structure (0.18) BCLL 0 psf+ NCLL 10 psf BCLL 0 psf Exposure C BCDL 5 psf BCDL 5 psf Occupancy Category II (Res FBC 2014 RES\TPI 2007 This Package inlcudes 44 truss designs with individual date of design NO JOB ID TRS ID _ DATE NO JOB ID TRS ID DATE j NO 1 JOB ID T TRS ID DATE 1 66806 B01 9/27/2017 29 66806 PB02 9/27/2017 2 66806 802 9/27/2017 30 66806 TO1 9/27/2017 3 66806 F01 9/27/2017 31 66806 102 9/27/2017 4 66806 F03 9/27/2017 32 66806 T04 9/27/2017 5 66806 F04 9/27/2017 33 66806 T05 9/27/2017 6 66806 F05 9/27/2017 34 66806 TO5A 9/27/2017 7 66806 F06 9/27/2017 35 66806 106 9/27/2017 8 66806 F07 9/27/2017 36 66806 107 9/27/2017 9 66806 FGE01 9/27/2017 37 66806 108 9/27/2017 10 66806 FT01 9/27/2017 38 66806 109 9/27/2017 11 66806 GE01 9/27/2017 39 66806 112 9/27/2017 12 66806 GE02 9/27/2017 40 66806 T13 9/27/2017 13 66806 GE03 9/27/2017 41 66806 T14 9/27/2017 14 66806 GE04 9/27/2017 42 66806 115 9/27/2017 15 66806 GE06 9/27/2017 43 66806 116 9/27/2017 16 66806 GE07 9/27/2017 44 66806 v01 9/27/2017 17 66806 GE08 9/27/2017 18 66806 GE09 9/27/2017 19 66806 GE10 9/27/2017 20 66806 GE11 9/27/2017 21 66806 GE12 9/27/2017 22 66806 GEB03 9/27/2017 23 66806 J01 9/27/2017 24 66806 J02 9/27/2017 25 66806 J03 9/27/2017 26 66806 J04 9/27/2017 27 66806 J05 9/27/2017 28 66806 PB01 9/27/2017 0)e SEK .0 i e. U v .• .:fV\ Apex Technology is a fictitious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Flow • 0 :14 .7 Engneer Business No.7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)82it20•• * The seal on this index sheet indicates acceptance of professional engineering responsibility solely fit . n • APEX Truss Design Drawings listed above and attached. The suitability and use of each drawingfor any i • T. !F • 0:ir• particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2 '� / �� ..0.... • ,. ,N44§, With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with -0,vi: • ••••T'Qj-0, Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engneers i/,,,' t; it Job#66806 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 07'05"08 FT01 MONO 4.00/12 Pitch 4-Ply 1 6742.41 43.00 2 5239.48 52.00 1 23'10"14 GE01 GABL 9.00/12 Pitch 1 -Ply 1 2109.26 403.00 2 2090.00 399.00 1 23'10"14 GE02 GABL 9.00/12 Pitch 1 -Ply 1 1901.43 229.00 2 1901.49 229.00 2 1311"00 GE03 GABL 9.00/12 Pitch 1-Ply 1 127.38 105.00 2 893.75 241.00 2 20'03"00 GE04 GABL 4.00/12 Pitch 1 -Ply 1 238.27 68.00 2 660.99 193.00 3 457.79 127.00 1 06'08"00 GE06 GABL 4.00/12 Pitch 1-Ply 1 431.72 136.00 2 0610"08 GE07 GABL 4.00/12 Pitch 1 -Ply 1 445.21 130.00 2 14'07"00 GE08 GABL 9.00/12 Pitch 1-Ply 1 345.39 247.00 2 546.78 93.00 3 107.83 70.00 2 04'05"08 GE09 GABL 4.00/12 Pitch 1 -Ply 1 85.31 15.00 2 203.40 113.00 2 02'08"00 GE10 GABL 9.00/12 Pitch 1-Ply 1 180.00 48.00 2 01'02"08 GE11 GABL 9.00/12 Pitch 1 -Ply 1 81.56 20.00 2 01'02"04 GE12 GABL 9.00/12 Pitch 1-Ply 1 80.32 23.00 2 1310"00 GEB03 FLAT 0.00/12 Pitch 1 -Ply 1 1257.17 306.00 2 1257.17 306.00 6 02'08"00 J01 MONO 9.00/12 Pitch 1 -Ply 1 90.00 0.00 2 90.00 69.00 8 06'10"08 J02 MONO 4.00/12 Pitch 1 -Ply 1 226.27 55.00 2 218.93 85.00 10 03'00"00 J03 MONO 4.00/12 Pitch 1-Ply 1 100.88 23.00 2 93.39 38.00 3 01'02"08 J04 MONO 9.00/12 Pitch 1 -Ply 1 40.78 0.00 2 40.78 40.00 3 01'02"04 J05 MONO 9.00/12 Pitch 1-Ply 1 45.77 0.00 2 34.55 27.00 2 06'02"05 PB01 SPEC 9.00/12 Pitch 1 -Ply 1 51.89 55.00 2 411.97 196.00 3 21.44 15.00 10 06'02"05 PB02 SPEC 9.00/12 Pitch 1 -Ply 1 52.13 55.00 2 378.99 206.00 3 21.67 15.00 8 23'10"14 T01 ATIC 9.00/12 Pitch 1 -Ply 1 1829.87 229.00 2 1829.88 229.00 2 23'10"14 T02 ATIC 9.00/12 Pitch 2-Ply 1 3509.32 247.00 2 3510.43 247.00 7 13'11"00 T04 COMN 9.00/12 Pitch 1 -Ply 1 542.58 129.00 2 543.46 129.00 12 19'09"08 T05 COMN 4.00/12 Pitch 1 -Ply 1 705.41 194.00 2 773.49 187.00 1 20'03"00 TO5A COMN 4.00/12 Pitch 1 -Ply 1 724.84 199.00 Page 1 of 2 ` Job#66806 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 791.67 190.00 5 40'09"00 TO6 MONO 4.00/12 Pitch 1 -Ply 1 287.35 68.00 2 1305.32 390.00 3 949.02 240.00 4 290.56 114.00 2 40'09"00 107 MONO 4.00/12 Pitch 2-Ply 1 -447.38 501.00 2 3554.76 1143.00 3 5287.04 1698.00 4 -2254.94 1990.00 5 93.63 128.00 3 10'07"04 T08 MONO 4.00/12 Pitch 1 -Ply 1 343.35 80.00 2 343.35 137.00 3 08'05"08 T09 MONO 4.00/12 Pitch 1-Ply 1 207.64 42.00 2 241.12 69.00 3 102.88 62.00 13 14'07"00 T12 COMN 9.00/12 Pitch 1 -Ply 1 500.00 208.00 2 500.00 208.00 1 18'07"00 T13 COMN 9.00/12 Pitch 1-Ply 1 625.88 169.00 2 608.30 184.00 2 18'07"00 T14 COMN 9.00/12 Pitch 1 -Ply 1 625.88 169.00 2 608.30 184.00 8 18'07"00 T15 COMN 9.00/12 Pitch 1-Ply 1 625.87 266.00 2 608.30 283.00 4 04'11"00 T16 COMN 3.00/12 Pitch 1 -Ply 1 158.39 50.00 2 158.39 50.00 1 12'01"12 VO1 VAL 9.00/12 Pitch 1 -Ply 1 1400.02 242.00 WOODFLOOR QTY I SPAN DESCRIPTION 1 I BRG# REACTION UPLIFT 8 23'10"14 F01 SY42 0.00/12 Pitch 1 -Ply 1 1112.88 0.00 2 1004.37 0.00 6 14'07"00 F03 SY42 0.00/12 Pitch 1-Ply 1 905.44 0.00 2 874.39 0.00 5 18'03"08 F04 SY42 0.00/12 Pitch 1 -Ply 1 1135.40 0.00 2 1118.52 0.00 6 11'02"00 F05 SY42 0.00/12 Pitch 1-Ply 1 693.69 0.00 2 676.72 0.00 3 14'07"00 F06 SY42 0.00/12 Pitch 1 -Ply 1 905.44 0.00 2 874.39 0.00 5 14'07"00 F07 SY42 0.00/12 Pitch 1-Ply 1 889.92 0.00 2 889.92 0.00 2 14'07"00 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 1734.35 0.00 2 45.49 0.00 Total of Trusses 171 Maximun Height 12'00"00 Page 2 of 2 1. PERMANENT BRACING IS ALWAYS REQUIRED AND MUST BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER OF RECORD. PERMANENT BRACING INCLUDES TOP CHORD BRACING, BOTTOM CHORD BRACING, COMPRESSION WEB MEMBER BRACING AND GABLE END LATERAL BRACING. 2. RECIEPT, STORAGE, ERECTION, FIELD INSTALLATION AND FIELD ASSEMBLY IS THE RESPONSIBILITY OF THE CONTRACTOR. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, THE CONTRACTOR SHALL ENSURE THAT THE TRUSSES ARE BRACED IN ACCORDANCE WITH BCSI-03. 3. NEVER EXCEED THE DESIGN LOADING SHOWN AND NEVER STACK MATERIALS ON INADEQUATELY BRACED TRUSSES. 4. PROVIDE COPIES OF THE TRUSS DESIGN TO THE BUILDING DESIGNER, ERECTION SUPERVISOR, PROPERTY OWNER AND ALL OTHER INTERESTED PARTIES. 5. TOP CHORDS MUST BE SHEATHED OR PURLINS PROVIDED AT SPACING SHOWN ON DESIGN. BUILDING DESIGNER OR ENGINEER OF RECORD REQUIRED TO PROVIDE THIS-SEE NOTE 1 ABOVE. 6. BOTTOM CHORDS REQUIRE RIGID CEILING OR CONTINUOUS LATERAL BRACING AT SPACING NOTED ON TRUSS PROFILE. BUILDING DESIGNER OR ENGINEER OF RECORD REQUIRED TO PROVIDE THIS- SEE NOTE 1 ABOVE. 7. TRUSS TO TOP PLATE AND ALL OTHER CONNECTIONS NOT SHOWN ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 8. DO NOT CUT OR ALTER TRUSS MEMBERS OR PLATE WITHOUT PRIOR APPROVAL OF A PROFESSIONAL ENGINEER. FOR TRUSS REPAIR DRAWINGS, EMAIL REPAIR REQUEST TO CUSTOMERSERVICE@TRUEHOUSE.COM. EMAIL SHOULD CONTAIN LOT NUMBER, SUBDIVISION, TRUSS NUMBER, SPECIFIC SCOPE OF REPAIR, AND CONTRACTOR CONTACT INFO. x5 aB SYMBOL INDICATES REQUIRED SYMBOL AND TEXT LATERAL BRACING.PERMANENT INDICATES REQUIRED SIZE AND TOF 4 x 5 4 x 5 LATERAL BRACING IS THE INDICATES LOCATION WHERE RESPONSIBILITY OF THE BUILDING BEARINGS(SUPPORTS)OCCUR. TRUSS PLATE. PLATE TEETH MUST ' C � DESIGNER. ALL BEARINGS AREONSIDERED BE FULLY EMBEDDED INTO TO BE NO 2 SYP CO NO). LUMBER AND PLATES MAY NOT BE CUT OR ALTERED. 3 x 8 `x8 T2 x 4 4 x 5 GENERAL NOTES AND DETAILS 8-11-15 fro DIMINSIONS ARE SHOWN IN FEET-INCHES-SIXTEENTHS. OH) APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 TrueHouse JACKSONVILLE,FL 32224-904.821.5200 "%IT' EX THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. GABLE TRUSS WEB GABLE TRUSS WEB 2x6 NO 2 SYP "L" BRACE 2x6 NO 2 SYP "T" BRACE FASTENED TO GABLE WEB ES FASTENED TO GABLE WEB Cli M W/.131" x 2z" AT 6" O.C. 1 W/.131" x 22" AT 6" O.C. SECTION A-A SECTION A-A OPTION 1 OPTION 1 (9' 8" - 12' 0") (9' 8" - 12' 0") 2x4 NO 2 SYP "L" BRACE GABLE TRUSS WEB 2x4 NO 2 SYP "T" BRACE GABLE TRUSS WEB FASTENED TO GABLE WEB FASTENED TO GABLE WEB W/.131" x 22" AT 6" O.C. Eis W/.131" x 2Z" AT 6" O.C. /l YA, SECTION B-B SECTION B-B OPTION 2 OPTION 2 a (3' 8" - 9' 7") (3' 8" - 9' 7") I- I- .&) 1 ` VERTICAL WEBS 3' 8" OR LESS DO NOT REQUIRE CONNECTION BETWEEN BOTTOM CHORD OF GABLE BRACES GABLE END TRUSS AND WALL, AS WELL AS THE DESIGN AND SPECIFICATION OF PERMANENT 1 A 3 1 BRACING OF THE ROOF SYSTEM IS THE ;; RESPONSIBILITY OFGABLE THEEND BUILDINGBRACINGDETAIL DESIGNER. II libilibi 1 i i i i ` Orli) /f*/\A no CONTINUOUS BEARING UNLESS NOTED OTHERWISE APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT.STE.402 1�.0 eHo use JACKSONVILLE,FL 32224-904 821 5200 Imitl GI X THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX . TECHNOLOGY. (3).131" x 3" TOE-NAILS @ TOP & BOTTOM CHORD CONNECTION. (NAILS THROUGH BACK SIDE OF GIRDER INTO END GRAIN OF JACK TRUSS ARE NOT ALLOWED) JACK JACK (3).131" x 3" TOE-NAILS @ TOP & BOTTOM CHORD CONNECTION FOR CORNER JACK. SOME CORNER JACKS MAY REQUIRE z SIMPSON LS30 IN LIEU OF TOE-NAILS. JACK REFER TO SHOP DRAWINGS. I- z w v w / ?V\ JACK Q � J o- 0cl- 0 O — (2).131" x 3" TOE-NAILS @ TOP & BOTTOM f W z0 \\\JACK� CHORD CONNECTION. w w Et w Y Y O "HJ" GIRDER / VARIES TYPICAL HIP SET NAILING DETAIL r TH ifV\A no APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 Z ueHouse JACKSONVILLE,FL 32224-904.821.5200 11-‘1 X THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. 24" TYP N X 24 X N )( K COMMON TRUSSES @ 24' 0.C. . o - - z W J MAX 12"OVERHANG UNLESS - Q WESIGNED BY OTHERS CO W .400 < o VALLEY SET C 0 z / '� 24" O.C. }— 5 . . _ , . . _ \ . WD 10,..., rY (--- • • COMMON TRUSSES • cz 24" O.C. COMMON I KUS5hS (0, 2� U.C. PARTIAL TRUSS LAYOUT 2x4 NO 2 SYP NAILER ROOF SHEATHING OR PURLINS. FASTEN VALLEY --v_ ASTENED TO EACH COMMON IF DECKING IS NOT INSTALLED BELOW TRUSS TO NAILER TRUSS W/(2).131"x 22" N VALLEY TRUSSES, PULINS MUST BE W/.131"x 4" INSTALLED FOR TOP CHORD BRACING. 6" O.C. SEE INDIVIDUAL TRUSS PROFILE FOR PURLIN AND SPACING. •VP GNO�O FIELD BEVEL VALLEY P TRUSS BOTTOM CHORD O ��° fl- 0.? FASTEN VALLEY TRUSS TO MATCH COMMON TRUSS •�l�M TO EACH COMMON TRUSS W/(2).131"x22" VALLEY TRUSS FRAMING DETAIL ROOF SHEATHING ; NO,O 'COPD r ss fiA ito •,-- (cHtr) ......- APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 Z'�.ueHo use JACKSONVILLE.FL 32224-904.821.5200 11"\l' X THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. R •IGGYBACK TRUSS 6"x 8"x z'PLYWOOD(oris"OSB)GUSSET APPLIED TO EACH FACE SPACED 48"O.C. R FASTEN WITH(4)8d COMMON INTO EACH CHORD FROM EACH SIDE(TOTAL 16 NAILS). MAXIMUM PURLIN SPACING 36"O.C. REFER TO INDIVIDUAL BASE TRUSS DESIGN FOR ACTUAL TOP CHORD PURLIN SPACING. 1E1 I 1p ,.....r ....._ . p �.�.� ••••4 PIGGYBACK TRUSS i ‘ \_ 'r ATTACH PURLIN TO TOP CHORD OF BASE TRUSS EACH BASE TRUSS WITH(2).131"x 22" g OPTION 1 6'4041 MAXIMUM PURLIN SPACING 24"O.C. TO �'2x REFER TO INDIVIDUAL BASE TRUSS DESIGN (7�F'''IC` .4N0?S FOR ACTUAL TOP CHORD PURLIN SPACING. , x/ 1-P /31 SC I: - . PC ij; 101\ 0 \ BA ' SE TRUSS ATTACH PIGGY BACK TO EACH PURLIN FOR PIGGY BACK TRUSSES WITH SPANS LESS THAN 12'SCAB WITH(2).131"x 2i" MAY BE OMMITED PROVIDED THAT THE ROOF SHEATHING IS PIGGYBACK TRUSS CONNECTION DETAIL ATTACH PURLIN TO TOP CHORD OF * CONTINUOUS OVER JOINT(SHEATHING TO OVERLAP A MINIMUM EACH BASE TRUSS WITH(2).131"x 2i" OF 12"OVER JOINT). 7 ) fiA lira OPTION 2 TH APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO,7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE,FL 32224-904.821.5200 PAT' X THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX ueHouse TECHNOLOGY. 36" MAXIMUM FLAT TOP CHORD SPAN FASTEN SCABS TO CONTINUOUS 2x4 NO 2 SYP RIDGE BEAM W/(2).131"x 22" Op 2x� 2x4 NO 2 SYP BLOCKING BE WEEN CAPS Miti7)FN02s /k, CF Yp FASTENED W/(2).131"x 22"AT EACH END 4I,�.... /(,�,-,1„ • S ,?, 44 , AOPV T�zC SS (1)PURLIN AT MIDSPAN OF BASE TRUSS ACH TRUSS TOP CHORD WITH (2).131"x 24" /\ CONVENTIONAL FRAMED PIGGYBACK DETAIL OH) ft7rac APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T�.ueHouse JACKSONVILLE,FL 32224.904.821.5200 ritr- THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. REQUIRED FASTENERS ROOF TRUSS HANGER SUPPORTING GIRDER GIRDER BOTTOM CHORD REACTION UPLIFT GIRDER TRUSS ONE PLY TRUSSES LUS26 1 PLY 2x6 746 746 (4) 0.148"x 14/2" (4)0.148" x 3" HTU26 1 PLY 2x6 1823 691 (20) 0.148" x 14/2" (14)0.148" x 1-1/2" HTU26 2 PLY 2x6 2604 987 (20)0.148" x 3" (14) 0.148" x 1-1/2" HTU28 2 PLY 2x8 3167 945 (26) 0.148" x 3" (14) 0.148"x 14/2" TWO PLY TRUSSES HTU26-2 2 PLY 2x6 2940 _ 1273 (20)0.148"x 3" (14)0.148" x 3" HGUS26-2 2 PLY 2x6 4393 1810 (20)0.148"x 3" (8)0.148" x 3" HGUS28-2 2 PLY 2x8 6266 2717 (36)0.148" x 3" (12)0.148" x 3" THREE PLY TRUSSES HGUS26-3 2 PLY 2x6 4393 1810 (20) 0.148" x 3" (8)0.148"x 3" HGUS28-3 2 PLY 2x6 6266 2717 (36)0.148"x 3" (12)0.148" x 3" 4 1 1 ` z,„„,„„,,,i,,,,N ... __o o m ,,„_ 14,.. _.................. ------------o 0oem an ?AN it LUS 1-PLY CONNECTION HTU 2-PLY CONNECTION 1/2" MAX GAP HTU 1-PLY CONNECTION 1/2" MAX GAP ROOF TRUSS CONNECTOR SPECIFICATIONS (111'0H r if /\A no APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT.STE.402 JACKSONVILLE,FL 32224-904.821.5200 Imit17 X THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX ueHo use TECHNOLOGY. NI .MI T Hil .I._I_ NI E 10 OTE 2 OTE 2 OTE 2 OTE 1 Ili NOTE 1 I III I ZN Mil NMI N ' - - --I x-11-3 13-x- 2-PLY 3-1/2" WIDE BEAM 3-PLY 5-1/4" WIDE BEAM 4-PLY 7" WIDE BEAM 2-PLY 7" WIDE BEAM ASSEMBLY ASSEMBLY ASSEMBLY ASSEMBLY FASTENER TYPE 0.131"x 3"NAIL FASTENER TYPE 0.131"x 3"NAIL FASTENER TYPE 0.25"x 6"SDS FASTENER TYPE 0.25"x 6"SDS SCREW SCREW NUMBER OF ROWS 3 ROWS NUMBER OF ROWS 2 ROWS NUMBER OF ROWS 2 ROWS NUMBER OF ROWS 2 ROWS REQUIRED FASTENER SIDES ONE SIDE REQUIRED FASTENER SIDES TWO SIDES REQUIRED FASTENER SIDES TWO SIDES REQUIRED FASTENER SIDES TWO SIDES FASTENER ON CENTERFASTENER ON CENTER FASTENER ON CENTER FASTENER ON CENTER SPACING PER SIDE 6"O.C. SPACING PER SIDE 6"O.C. SPACING PER SIDE 12"O.C. SPACING PER SIDE 12"O.C. MINIMUM BEAM DEPTH 11-7/8" MINIMUM BEAM DEPTH 11-7/8" MINIMUM BEAM DEPTH 11-7/8" MINIMUM BEAM DEPTH 11-7/8" BEAM NOTES 1. IF 3 ROWS OF FASTENERS ARE REQUIRED,PLACE MIDDLE ROW SPACING OF FASTENERS AT THE CENTER OF THE BEAM DEPTH. 2. IF FASTENERS ARE REQUIRED ON BOTH SIDES,STAGGER ROWS SUCH THAT FASTENERS FALL HALF WAY BETWEEN FASTENER SPACING ON THE FIRST SIDE.REFER TO FIGURE 1. 3. STRUCTURAL ENGINEERING BEAM PLY FASTENER SCHEDULE TAKES PRECEDENCE OVER THIS SPECIFICATION. 4. BEAMS WITH LARGE POINT LOADS REQUIRE ADDITIONAL FASTENERS.SEE STRUCTURAL ENGINEERING FOR MORE INFORMATION. i OF SPACING FIGURE 1 TOP VIEW OF BEAM REQUIRED SPACING IF FASTENERS ARE REQUIRED ON EACH FACE OF BEAM BEAM PLY TO PLY FASTENER SPECIFICATIONS r TH APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T'r.ueHouse JACKSONVILLE,FL 32224-904.821.5200 I-1\11' X THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. ' (2)10d TOP NAILS ER STRAP —1Z- - PER d TOP NAILS ER STRAP 1 / \ \ \ \ 1 / (1)10d FACE NAIL (1)10d FACE NAIL �ER STRAP ER STRAP 1/ \ \ � \\ \ /1 (3)10d STRAIGHT \ (3)10d STRAIGHT \ AILS PER SIDE AILS PER SIDE / 11 / o - \\*\ / Ilo o / \ - THA422 \ THA422 .//' E L —N"—DEPTH AND PLIES VARY FLOOR TRUSS TO BEAM FLOOR TRUSS TO ROOF GIRDER ill' (2)10d TOP NAILS PER STRA' \\N )10d FACE NAIL ER STRAP \ \\ (3)10d STRAIGHT AILS PER SIDE 77— N THA422 \ THA422 CONNECTOR DETAIL . r FLOOR TRUSS TO FLOOR TRUSS (TH) APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 THE .821.5200 JACKSONVILLE, INFFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TrueHo use APEX TECHNOLOGY. TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2x6 "STRONGBACKS" SHOULD BE LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. STRONGBACK MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTEN TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. IM /PIINIIIppppp, I WA/4A. \I %IP V.11/ .iImI 4P 11W% • N / Ni=-- 7 ATTACH TO VERTICAL ATTACH TO VERTICAL ATTACH 2x4 VERTICAL TO FACE WEB WITH (3)12. WEB WITH (3)12. •F TRUSS. FASTEN TO TOP COMMON WIRE NAILS. COMMON WIRE NAILS. AND BOTTOM CHORD WITH (2)12d COMMON IN EACH CHORD. ..s‘r,-.. ii -/ I I / \ ._-.: ii s�s= x X sz \` \\ \ $ I\\` ` 7\ sr FLOCKING Es g s s g $ $ s E \\ TRUSSES TYPICAL SPLICE 48" 2x6 AS REQUIRED `BEARING WALL THE STRONGBACKS SHOULD EITHER BE SECURED TO ADJACENT PARTITION WALLS OR ALTERNATE"X" BRIDGING SHOULD BE USED TO TERMINATE THE BRACING MEMBERS. IF SPLICING IS NECESSARY, USE FLOOR TRUSS STRONG BACKS A 4'-0"LONG SCAB CENTERED OVER THE SPLICE AND JOIN WITH (12)12d NAILS EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH (12)12d COMMON WIRE NAILS 671) fiV\A no STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T�.ueHouse JACKSONVILLE,FL 32224-904.821.5200 1"\r" X THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. 66806 Ply:2 SEAN:19058/T31/FLOO MURRAY RESIDENCE Qty: 1 FROM: DRW: B01 Wgt:0.0 lbs ... / ... 09/27/17 T 10'T'2 A g 20,4„ 20'4" 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: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.529 10.17 460 36g 10170/ - BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 1.075 10.17 226 34 9344 /- /- /- /- /- BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 - - A Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 - - B Min Brg Width Req= - NCBCLL:0.00 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: 0.000 Maximum Axial Forces Per Ply(lbs) Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI: 0.000 A-g 0 0 C&C Dist a:NA ft Mfg Specified Camber: I:NA GCpi:NA Wind Duration:NA VIEW Ver:17.01.01A.0723.13 Lumber Additional Notes Floor Joist Header:1.750"x20.0"2.0E Microllam LVL WARNING!CSI EXCEEDS 1.00(1.08) 2.0E Microllam LVL design properties based on ICC WARNING!Mid-panel deflections excessive Framing ES ESR-1387. member has vertical deflection of 0.53"due to live load and 0.55"due to dead load.Creep increase Nailnote 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) 1-8-0. 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 439 plf at 0.00 to 439 plf at 20.33 BC-1119 lb Conc.Load at 1.21,3.21,5.21,7.21 9.21 BC- 93 lb Conc.Load at 1.56,3.56,5.56,7.06 9.06,11.06,12.77,14.77,16.77,18.77 BC- 677 lb Conc.Load at 11.21,12.29,14.29,15.29 17.29,19.29 Hangers I Ties (J)Hanger Support Required,by others NOTES: 61) 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX T ueHouse PE o 00 Michael KozlowskiE No 58544 E No JPDerek on Murray PE o 0 Jacqueline 99 Rowland 66806 Ply:3 SEAN:17769/T17/FLOC MURRAY RESIDENCE Qty: 1 FROM: DRW: B02 Wgt:0.0lbs ... / ... 09/27/17 T _t_ A 2Z9" 22'9" Loading Criteria(psi) 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: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.555 11.25 491 369, 4666 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.910 11.25 299 36a 4957 /- /- /- /- /7.3 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - A Min Brg Width Req= 1.7 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - - - B Min Brg Width Req= 1.8 NCBCLL:0.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings A&B 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 Axial 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: A-B 0 0 I:NA GCpi:NA Wind Duration:NA VIEW Ver:17.01.00E.0525.17 Lumber Floor Joist Header:1.750"x16.0"2.0E Microllam LVL 2.0E Microllam LVL design properties based on ICC ES ESR-1387. Nailnote Nail Schedule:0.131"x3",min.nails Member Rows @_.__"o.c.(Each Row) 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 22.75 BC- 773 lb Conc.Load at 1.73,3.73,5.73,7.73 9.73,10.02,12.0214.02,16.02,18.02,20.02,22.02 Additional Notes WARNING!Mid-panel deflections excessive Framing member has vertical deflection of 0.56"due to live load and 0.35"due to dead load.Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is 1-4-0. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (1I'FI) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 g*/\ APEX TrueHouse E No.0 60839 PE No.58544 PE No1 57 PE o Kozlowski on DerekMurrayJacqueline9E Rowland 66806 Ply:1 SEQN:19053/T11/SY42 MURRAY RESIDENCE Qty: 8 FROM: DRW: F01 Wgt:190.4 lbs ... / ... 09/27/17 I 117"8 I 13'6"6 I 23'10"14 P 1178 1'10"14 10'4"8 I I I•^_2,6"�'I H3„1--I PI (TYP) 1II3X4(R) W=3X4 1113X4[1] -5X5 =4X4 W=3X4 1113X4(R) 114X511I4X5(R) =4X4 =5X5 113X4[26] T =e AC A B C D E F G H I J K L M N Q it w 0 7'9"2 -AB AA Z Y X W V u T s R m5X5 Q -=P 1114X5[6][6] =4X4 1113X4(R)1114X5 w4X5 =-4X4 W=3X4 m5X5[24] W=3X8 1 23'1(714 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.360 G 780 360 AB 1113 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.726 G 387 374 p 1004 /- /- /- /- /5.4 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.042 B - - AB Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.085 B - - P Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AB&P Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.549 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.767 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.657 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -18 H-I 0 -5415 I:NA GCpi:NA Plate Type(s): B-C 0 -2267 I-J 0 -4673 Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13 C-D 0 -3907 J-K 0 -4673 Lumber Deflection D-E 0 -4888 K-L 0 -3597 E-F 0-4888 L-M 0 -2019 Value Set:13B(Effective 6/1/2013) Max JT VERT DEFL:LL:0.36"DL:0.41".See detail F-G 0-5379 M-N 0 -16 Top chord 4x2 SP#2 DEFLCAMB1014 for camber recommendations. G-H 0-5426 Bot chord 4x2 SP#1:B2,B4 4x2 SP#2: End Vertical Attachment Webs 4x2 SP#3 Lumber value set"13B"uses design values Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(lbs) approved 1/30/2013 by ALSC using(3)qty.10d box or(0.128"x3"min)gun nails,or Chords Tens.Comp. Chords Tens. Comp. (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire AB-AA 1224 0 V-U 5426 0 Special Loads staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each AA Z 3291 0 U-T 5107 0 (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) narrow face. Z-Y 4505 0 T-S 4249 0 TC-From 76 plf at 0.12 to 76 plf at 23.78 Y-X 4505 0 S-R 4249 0 BC-From 7 plf at 0.00 to 7 plf at 23.91 Additional Notes X-W 5257 0 R-Q 2920 0 TC- 160 lb Conc.Load at 4.02 +2x6 continuous strongback.See detail W-V 5431 0 Q-P 1100 0 Plating Notes STRBRIBR1014 for bracing and bridging recommendations. Maximum Web Forces Per Ply(lbs) All plates are 5X7 except as noted. Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table The overall height of this truss excluding overhang is AC-AB 65 0 H-U 0 -268 JT Plate Lateral Chord JT Plate Lateral Chord 1-4-0. A-AB 0 -117 U-I 673 0 No Size Shift Bite No Size Shift Bite AB-B 0-1596 I-T 0 -582 [1] 3X4 0 2.50 [6] 4X5 2.25 L 2.75 B-AA 1380 0 T-K 561 0 [24] 5X5 3.00 R 2.75 [26] 3X4 0 2.50 AA-C 0-1356 K-R 0 -863 Purlins C-Z 815 0 R-L 896 0 Z-D 0 -791 L-Q 0 -1192 In lieu of structural panels or rigid ceiling use purlins D-X 508 0 Q-M 1216 0 to laterally brace chords as follows: X-F 0 -488 M-P 0 -1434 Chord Spacing(in oc) Start(ft) End(ft) F-W 326 -48 N-P 0 109 TC 24 0.25 23.66 BC 120 0.25 23.66 W-G 240 -363 P-O 58 0 Apply purlins to any chords above or below fillers G-V 82 -204 at 24"OC unless shown otherwise above. NOTES: It 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'1.1) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer fiV/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE o.l 60839 ozlowski Jeffrey No.58544son o5854gson PE No.71457y •Adam K PE No.7 69311 G APEX 66806 Ply:1 SEQN:19046/T41/SY42 MURRAY RESIDENCE Qty: 6 FROM: DRW: F03 Wgt:85.4 lbs ... / ... 09/27/17 8' I 9'2„8 I ' 14'7" 8I ' 1'2 8 54"8 0r fr. 2'6" [ 2'6"12--I—26"12—{ I--26'12--I 1 (TYP) 1111.5X3 =4X5 1111.5X3 =3X3 1111.5X3 E4X5[10] 1111.5X3 A B C D E F G 7�T ,_H 1 0 10'1"2 M L K J riI =3X8 E4X5[5] 1111.5X3 E3X4 -3X8 1 14'5" 1i I 14'7" 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 Ioc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.154 D 999 360 M 905 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.291 D 591 240 I 874 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.026 B - - M Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.053 B - - 1 Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings M&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.764 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.635 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.430 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -2006 I:NA GCpi:NA Plate Type(s): B-C 0-1945 E-F 0 -1994 Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13 C-D 0 -1945 F-G 0 -10 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 M-30 recommendations. M-L 1220 0 K-J 2006 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. L-K 2010 0 J-1 1320 0 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. Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord N-M 0 -12 D-K 25 -160 No Size Shift Bite No Size Shift Bite A-M 0 -121 E-J 0 -292 [5] 4X5 2.25 L 1.25 [10) 4X5 2.75 R 1.25 M-B 0-1434 J-F 811 0 B-L 846 0 F-I 0 -1501 Purlins C-L 0 -340 G-I 0 -100 In lieu of structural panels or rigid ceiling use purlins L-D 143 -321 H-I 0 -24 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 14.46 BC 120 0.25 14.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 6111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE No GO K3oozlowski PE No 58544son PE No 71457y Adam K PE No 7 69311 Derek BAPEX 66806 Ply:1 SEAN:19050/T27/SY42 MURRAY RESIDENCE Qty: 5 FROM: DRW: F04 Wgt:100.8 lbs .. / ... 09/27/17 8' I 10'5" I 18'3"8 8' 2'5" 7'10^8 ['j--26"--}--2'6"12 -2'6"12--I f---2'6"12---I 2'6"12-I (TYP) 1111.5X3 =4X8 1111.5X3 =3X3(6] =3X3[9] 1111.5X3 =4X8 1111.5X3 A B C D E F G H Tie or - ✓. Co 1 _+10'1"2 eIN M L K J I =3X8 3X8[5] 1111.5X3 1111.5X3 =3X8[11] =4X5 r 18'3"8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pt NA Ce:NA VERT(LL): 0.238 K 907 360 N 1135 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.539 K 401 288 I 1119 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 I - - N Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.091 B - - 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: 0.845 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.952 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.606 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 -2723 I:NA GCpi:NA Plate Type(s): B-C 0-2681 F-G 0 -2723 Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13 C-D 0 -2681 G-H 0 0 Lumber End Vertical Attachment D-E 0-3234 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Top chord 4x2 SP#1 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP#1 (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 N-M 1591 0 K-J 3234 0 Lumber value set"13B"uses design values narrow face. M-L 3233 0 J-I 1659 0 approved 1/30/2013 by ALSC L-K 3234 0 Additional Notes Plate Shift Table +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite recommendations. [5] 3X8 4.25 L 1.25 [6] 3X3 1.25 R 1.25 Truss must be installed as shown with topchord u O-N 0 -12 K-E 129 -104 [9] 3X3 1.25 L 1.25 [11] 3X8 4.00 R 1.25 p. A-N 0 -121 E-J 0 -829 The overall height of this truss excluding overhang is N-B 0 -1870 F-J 0 -331 Purlins 1-8-0. B-M 1272 0 J-G 1242 0 In lieu of structural panels or rigid ceiling use purlins C-M 0 -329 G-I 0 -1924 to laterally brace chords as follows: M-D 0 -864 H-I 0 -123 Chord Spacing(in oc) Start(ft) End(ft) D-L 139 -94 TC 24 0.25 18.29 BC 120 0.25 18.29 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 Deflection Max JT VERT DEFL:LL:0.24"DL:0.32".See detail DEFLCAMB1014 for camber recommendations. NOTES: f' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,indude 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 fit/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE No Michael G08391owski pE No 585445on PE No 71457y PE No.7769311 66806 Ply:1 SEAN:17473/T30/SY42 MURRAY RESIDENCE Qty: 6 FROM: DRW: F05 Wgt:64.4 lbs ... / ... 09/27/17 5'4"86'4"8 112" 5'4"8 I 1' I 4'9"8 ' 2'6" I_ 2'6"12 -{ I-2'1"4 (TYP) III 1.7X3 =y4 III 1 5X3 III 1 05X3 =iX4 III 1. X3 Ti„BK -1 V- - V-111444411144%%%.- _4X5 =3X3 = X3 =34 112" 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 1 W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.066 C 999 360 j 694 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.128 C 999 240 G 677 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.011 B - - J Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.027 B - - G Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.584 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.517 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.302 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1202 I:NA GCpi:NA Plate Type(s): B-C 0-1202 E-F 0 0 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.17 C-D 0-1209 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#2 recommendations. Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 Truss must be installed as shown with top chord up. J-I 880 0 H-G 909 0 Webs 4x2 SP#3 The overall height of this truss excluding overhang is I-H 1209 0 Lumber value set"13B"uses design values 1-8-0. 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 K-J 0 -11 D-H 0 -184 to laterally brace chords as follows: A-J 0 -116 H-E 434 0 Chord Spacing(in oc) Start(ft) End(ft) J-B 0-1035 E-G 0 -1054 TC 24 0.25 11.17 B-I 429 0 F-G 0 -124 BC 120 0.25 11.17 I-C 0 -175 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: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (TrH) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE No 08391owski PE No. 854gson PE No MurrayDerek B7457Adam K PE No 77769311 APEX 66806 Ply:1 SEQN:17471/T43/SY42 MURRAY RESIDENCE Qty: 3 FROM: DRW: F06 Wgt:85.4 lbs ... / ... 09/27/17 8' I 92"8 I 147 8' 1'2 8 5'4"8 Op }^-r6"—}--2,6"12—I—2,6"12--I I—2,6"12--1 11' (TYP) 1111.5X3 =4X51111.5X3 =3X3 III1.5X3 E4X5[10] 1111.5X3 A B C D E F G T 2 Nr - / \ H ib / . 1 X10'1"2 M L K J 19I =3X8 =4X5[5] 1111.5X3 =3X4 -3X8 1 14'5" li I 14'7" { Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefliCSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc LAO L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.154 D 999 360 M 905 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.291 D 591 240 1 874 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.026 B - - M Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.053 B - - 1 Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings M&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.764 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.635 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.430 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -2006 I:NA GCpi:NA Plate Type(s): B-C 0 -1945 E-F 0 -1994 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.17 C-D 0 -1945 F-G 0 -10 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 M-30 recommendations. M-L 1220 0 K-J 2006 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. L-K 2010 0 J-I 1320 0 Lumber value set"138"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 1-8-0. Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord N-M 0 -12 D-K 25 -160 No Size Shift Bite No Size Shift Bite A-M 0 -121 E-J 0 -292 [5] 4X5 2.25 L 1.25 [10] 4X5 2.75 R 1.25 M-B 0-1434 J-F 811 0 B-L 846 0 F-I 0 -1501 Purlins C-L 0 -340 G-I 0 -100 In lieu of structural panels or rigid ceiling use purlins L-D 143 -321 H-I 0 -24 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 14.46 BC 120 0.25 14.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. Orli) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /� Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE No. K3oozlowski PE No. 85445on Derek B PE No 71457y Adam K PE No 78769311 APEX 66806 Ply:1 SEAN:17469/138/SY42 MURRAY RESIDENCE Qty: 5 FROM: DRW: F07 Wgt:85.4 lbs ... / ... 09/27/17 8' 1 92 8 I 147 8' 1'2"8 5'4"8 f I---- I I —I I�— —I f I 2'6" 2'6"12 2'6"12 2'6"12 (TYP) 1111.5X3 =4X5 1111.5X3 =3X3 1111.5X3 =4X5 1111.5X3 A B C D E F G 3�'e Nr � - —vl •�H co �+ 1 10'1"2 M L K J I 0 =3X8 4X5[5] 1111.5X3 =3X4 3X8 i 147" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.149 D 999 360 M 890 i_ i_ i_ /.. /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.286 D 591 240 I 890 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.025 B - - M Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.052 B - - I Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height NA ft Code/Misc Criteria Creep Factor:1.5 Bearings M&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.781 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.640 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.405 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1922 I:NA GCpi:NA Plate Type(s): B-C 0-1895 E-F 0 -1909 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.17 C-D 0-1895 F-G 1 0 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 M-30 recommendations. M-L 1195 0 K-J 1922 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. L-K 1926 0 J-I 1202 0 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. Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord N-M 0 -12 D-K 19 -166 No Size Shift Bite No Size Shift Bite A-M 0 -121 E-J 0 -304 (5] 4X5 2.25 L 1.25 M-B 0 -1405 J-F 833 0 B-L 818 0 F-I 0 -1414 Purlins C-L 0 -342 G-I 0 -122 In lieu of structural panels or rigid ceiling use purlins L-D 168 -288 I-H 0 -12 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 14.33 BC 120 0.25 14.33 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: 61) 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fiV\ APEX Tru eHo use PE Noel K3oozlowski PE No.58544son o58544son PE No 71457y PE No 78769311 66806 Ply:1 SEQN:17467/T39/SY42 MURRAY RESIDENCE Qty: 2 FROM: DRW: FGE01 Wgt:84.0 lbs ... / ... 09/27/17 F- 15"8 1'4"H (TYP) A B C D E F G H I J K L T3"8 Z _ - _ _ _ -' _ _ _ 1M so 1 — _ _ _ _ _ _ _ _ -- O "2 Y/// ///-- /// /// N 1113X3 X W V U T S R Q P 0 1113X3 1 4'7" i I- 147" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 y* 123 /- /- /- /- /169 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 B 999 240 N 45 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 L - - Y Min Brg Width Req= - Des Ld: 62.00 EXP:NA HORZ(TL): 0.002 L - - N Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Y&N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.137 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.021 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.037 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 G-H 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 H-I 0 0 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.17 C-D 0 0 I-J 0 0 Lumber Additional Notes D-E 0 0 J-K 0 0 Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging E-F 0 0 K-L 0 0 F-G 0 0 Top chord 4x2 SP#2 recommendations. Bot chord 4x2 SP#2 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 Y-X 0 0 S-R 0 0 X-W 0 0 R-Q 0 0 Bracing W-V 0 0 Q-P 0 0 Sheathing is required for any longitudinal(drag) V-U 0 0 P-0 0 0 forces.All connections to be designed by the building U-T 0 0 O-N 0 0 designer. T-S 0 0 Fasten rated sheathing to one face of this frame. Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X3 except as noted. Z-Y 0 -10 L-N 0 -34 Purlins A-Y 0 -67 N-M 0 -9 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 14.33 BC 120 0.25 14.33 B-X 0 -171 G-S 0 -152 Apply purlins to any chords above or below fillers C-W 0 -148 H-R 0 -152 at 24"OC unless shown otherwise above. D-V 0 -153 I-0 0 -151 E-U 0 -152 J-P 0 -156 End Vertical Attachment F-T 0 -152 K-O 0 -133 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: ,T 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. (urri 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 fit\ APEX TrueHouse pMichae No.6G 3ooJeffrey P zlowski FE No.58544 son FE No 71457 APE No.Russell 66806 Ply:4 SEQN:19061/T18/MONO MURRAY RESIDENCE Qty: 2 FROM: DRW: FT01 Wgt:182.0 lbs ... / ... 09/27/17 3'112 5'6"6 7'5"8 3'1"12 1 2'4"10 I 1'11"2 H 12 4 L- DT 1"2 =5X67(**) C X8 IIIiX4 6X6(**)E T 'W 1 W T ,_ io 4X10(*.)q -W1 - ` /_ g° T / i 1 - - G I 10'1"2 III 3X8 III =6X10 1F III3X4(**) 2'10"2 9" 1'11"4 1'11"2 I- 2'10"2 13'7"21 5'6"6 I 7,5"8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: 90 mph Pf:NA Ce:NA VERT(LL): 0.046 H 999 240 J 6742 /43 /- /- /- /5.5 BCLL: 0.00 Enclosure:Open Lu:NA Cs:NA VERT(TL): 0.090 H 975 180 F 5239 /51 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 F - - Wind reactions based on MWFRS Des Ld: 62.00 EXP:B HORZ(TL): 0.014 F - - J Min Brg Width Req= 2.0 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:0.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.577 Bearings J&F Fcperp=565psi. Load Duration:1.00 BCDL:0.0 psf TPI Std: 2007 Max BC CSI: 0.633 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.586 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:0.00 Plate Type(s): A-B 18 -3724 C-D 13 -1733 Wind Duration:1.00 WAVE VIEW Ver:17.01.01A.0723.13 B-C 16 -3249 D-E 13 -1733 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 SS Dense Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.46 A-I 3482 -16 H-G 2974 -16 Webs 2x4 SP#3:W1,W2 2x8 SP#1: BC 88 0.15 7.46 I-H 3240 -16 G-F 8 0 :W5 2x4 SP#2: Apply purlins to any chords above or below fillers Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Wind Nailnote Gust Wind Speed lower than required for FL. I-B 1027 0 D-G 7 171 Nail Schedule:0.131"x3",min.nails H-C 1167 0 G-E 2078 -16 Top Chord:1 Row @ 5.50"o.c. Wind loads and reactions based on MWFRS. C-G 4-1581 E-F 12 -1233 Bot Chord:2 Rows @ 2.00"o.c.(Each Row) Additional Notes Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal The maximum concentrated load is 10170# spacing between rows and stagger nails in each row The overall height of this truss excluding overhang is to avoid splitting. 1-8-0 In addition,apply(1)0.22"-0.25"min/max dia.X 6.0" length wood screw at each joint location. 4"o.c.spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" Special Loads ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 116 plf at 0.00 to 116 plf at 3.00 TC-From 312 plf at 3.00 to 312 plf at 3.15 TC-From 312 plf at 3.15 to 312 plf at 7.46 BC-From 10 plf at 0.00 to 10 plf at 7.46 BC-10170 lb Conc.Load at 3.15 Plating Notes (**)4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,indude BCSI 1-03. should be used in conjunction with the architectural plans during installation. (j}.1t) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Noel 60839G Kozlowski Jeffrey No.58544son o58544son FE No.71457y PE No.77769311 66806 Ply:1 SEQN:17490/T16/GABL ' MURRAY RESIDENCE Qty: 1 FROM: DRW: GE01 Wgt:273.0 lbs Page 1 of 2 ... / ... 09/27/17 ,T6� Ir11-v1 8'1 i 8 I n'n-8 I tso-3 I iffn•2 111,1 1 8'12 1'1.11 Ytt'8 YP11 SPIT 6'11'8 12 G D e IN: g 6X10 •6 , I� •6X1 l P." 1:0 R o P -I T31 8X5 T •510 •4X8(5) •8X8 •6X8 0 13 8(0)00 1 23'10.14 1 5'12 11"18 3'1.6 2'1'8 1'PB 1'P6 2'1'2 T1'6 •5 8'12 1 - 16 �,e-n1 fin'1 I >� I11roI8 .81106.121 1,11en•u l zvlro �2r1.1I 6 r18•u z1 g12' ,l ural ;''w 2F-'100.1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSE) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.174 H 910 240 U' 395 /75 /83 /- /36 /64.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.340 H 467 180 AQ'392 /75 /83 /- /- /64.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.018 0 - - T /164 Des Ld: 32.00 EXP:C HORZ(TL): 0.042 Q - - 0 /162 NCBCLL:W.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.521 U Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.990 0 Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.724 Bearings U&0 are a rigid surface. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Loading A-B 180 -694 G-H 346 -587 Value Set:138(Effective 6/1/2013) Attic room loading from 3-11-7 to 19-11-7:Live Load: C-D 2104 -665 I -I 260 -762 Topchord 2x6 SP#2:T2,T3 2x4 SP#2: 40 PSF.Dead Load:17 PSF Ceiling:5 PSF, C-D 204 -621 I-J 378 762 Kneewalls:2 PSF D-E 378 -762 J-K 205 630 Bot chord 2x4 SP#2:B1 2x4 SP M-30: E-F 260 -466 K-L 192 -664 Webs 2x4 SP#3:W9,W21 2x4 SP#2: Wind F-G 346 -587 L-M 180 694 Lumber value set"13B"uses design values Wind loads based on MWFRS. approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(lbs) End verticals not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on Additional Notes U-T 257 -1502 Q-P 1386 -226 member. The overall height of this truss excluding overhang is T-S 537 -3135 P-0 520 -3067 11-8-8. S-R 1281 -206 0-N 248 -1465 Plating Notes R-Q 3122 -582 All plates are 3X4 except as noted. Tray Scab(s) Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. (1)2x4x0-1-4 x SP#3 scab at each end.Attach scab to face of chord with:Nails @ 8"oc,plus additional A-U 258 -977 G-AF 102 -144 nail clusters at:BRG.:(0),heel:(0),1st panel point: A-V 750 -186 AF-AH 176 -254 (0). U-W 1534 -261 AF-H 298 -138 B-V 22 -30 AG-Q 4 -340 Purlins W-X 14 -28 AG-Al 453 -2545 In lieu of structural panels or rigid ceiling use purlins W-Z 1539 -263 Q-Al 1791 -378 to laterally brace chords as follows: X-Y 747 -184 AH-H 87 -44 Chord Spacing(in oc) Start(ft) End(ft) C-Y 23 -10 AH-I 186 -273 TC 24 0.00 23.91 Z-AA 13 -5 Al-P 129 -1028 BC 30 0.00 23.91 Apply purlins to any chords above or below fillers Z-AB 1539 -263 Al-AJ 112 588 at 24"OC unless shown otherwise above. AA-AB 749 -183 P-AJ 2733 467 Collar-or braced with continuous lateral bracing at D-AB 252 -373 AJ-0 269 981 C Col24" r-or rigid ceiling. AB-T 293 -961 AJ-J 251 -371 AB-S 2649 -453 AJ-AK 745 -182 AB-AC 115 -472 AJ-AL 1500 -254 S-AC 138 -1069 AK-AL 18 -2 NOTES: NI' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (111111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use PE No.Michael Noel GO K3oozlowski PE No 58544son PE No 7145y PE No Russell7693 66806 Ply:1 SEAN:17490/T16/GABL MURRAY RESIDENCE Qty: 1 FROM: DRW: GE01 Wgt:273.0 lbs Page 2 of 2 / ... 09/27/17 AC-R 1900 -399 AL-AO 1502 -254 AC-AE 453-2543 AM-K 21 -11 E-AD 186 -279 AM-AN 749 -185 F-AD 88 -44 AN-AO 14 -28 F-AF 299 -138 AO-N 1496 -252 AD-AF 176 -260 AP-L 22 -31 R-AE 3 -352 AP-M 751 -187 AE-AG 453 -2591 M-N 258 -979 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. (ilk) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fi*/\ APEX TrueHouse PE No Michael G Kozlowski 60PE No.58544son o58544son PE No Murray7457PE No Russell 66806 Ply:1 SEAN:19132/T10/GABL • - MURRAY RESIDENCE Qty: 1 FROM: DRW: GE02 Wgt:273.0 lbs Page 1 of 2 ... / ... 09/27/17 2I 1271 5'12 1-) 61111] 11'11'6 -73, 71 1-2 21'1'2 %• 310-14 1'+s-+I i �rnl 4n•fi I 3o-n I JYI-n I 4�11rs Irr+ll r�li'� 0 e 1i• .. Er 1B3%4 IF 13X40 J 11X4 0 K B u T' r. g 1]%6112)1II - b I'1.1...1.) T .. , I I li 6x10 ._ 1_1 1 .6X10 .���� ..(A1 11.14 1.6148 .14 0 X6 .Ias11r1 .6%60 N V. 11 N 1 2310-14 1 512 1 31011 YY 1'116 1'111 '1;65 YO't4 '1'.-11'21 ji 5 I 1~� �Ytt' 6'10'9 I 405 I ,fil 11'11Y 11J6-12 Il l�ttl 1TR6 I 20'13 R1'1T 14 3R 10'14' *1 FUF110]'21 11'10} X5-2' 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 lac Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.248 H 999 286 U 1901 /229 /356 /- /193 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.573 H 500 286 N 1901 /229 /356 /- /- /5.4 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.155 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.363 D - - U Min Brg Width Req= 2.2 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 N Min Brg Width Req= 2.2 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.944 Bearings U&N Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.996 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 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 213-1331 G-H 311 -231 Wind Duration:1.60 WAVE,HS VIEW Ver:16.02.000.1115.11 B-C 235-1324 H-I 239 -266 Lumber Wind C-D 254-1358 I-J 402 -1182 D-E 402-1183 J-K 255 -1361 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C E-F 239 -266 K-L 235 -1324 Top chord 2x6 SP#2:T2,T3 2x4 SP#2: member design. F-G 311 -231 L-M 213 -1330 Bot chord 2x4 SP#2 End verticals not exposed to wind pressure. Webs 2x4 SP#3:W9,W21 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC U-T 756 -793 Q-P 2475 -210 Plating Notes T-S 776 -815 P-0 664 -704 All plates are 1.5X3 except as noted. S-R 2479 -340 O-N 645 -682 (XX)1 plate(s)require special positioning.Refer to R-Q 3304 0 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins A-U 302-1903 G-AF 103 145 to laterally brace chords as follows: A-V 1413 -194 AF-AH 241 -1191 Chord Spacing(in oc) Start(ft) End(ft) U-W 644 -579 AF-H 349 -151 TC 24 0.00 23.91 B-V 25 -71 AG-Q 68 -347 BC 75 0.00 23.91 W-X 17 -62 AG-Al 0 -2498 Apply purlins to any chords above or below fillers W-Z 655 -577 Q-Al 1247 -308 at 24"OC unless shown otherwise above. X-Y 1404 -187 AH-H 287 -56 Collar-tie braced with continuous lateral bracing at C-Y 22 -158 AH-I 253 -1254 24"oc.or rigid ceiling. Z-AA 11 -82 Al-P 109 -723 Loading Z-AB 670 -574 Al-AJ 394 -1467 AA-AB 1354 -179 P-AJ 2632 -208 Attic room loading from 3-11-7 to 19-11-7:Live Load: D-AB 513 -145 AJ-0 218 0 40 PSF.Dead Load:10 PSF Ceiling:10 PSF, AB-T 217 0 AJ-J 519 -156 Kneewalls:10 PSF AB-S 2629 -190 AJ-AK 1349 -179 Additional Notes AB-AC 321 -1471 AJ-AL 697 -657 S-AC 106 -722 AK-AL 11 -79 The overall height of this truss excluding overhang is AC-R 1245 -310 AL-AO 699 -660 11-8-8. AC-AE 0-2498 AM-K 23 -163 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. 6111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer / Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 Derek B Adam K APEX TrueHouse PE No Michael 6083G Jeffrey No.58544son o58544son PE No 71457y PE No.77769311 66806 Ply:1 SEQN:19132/T10/GABL MURRAY RESIDENCE Qty: 1 FROM: DRW: GE02 Wgt:273.0 lbs Page 2 of 2 ... / ... 09/27/17 E-AD 253-1255 AM-AN 1407 -188 F-AD 288 -56 AN-AO 17 -62 F-AF 350 -151 AO-N 698 -662 AD-AF 240-1191 AP-L 25 -73 R-AE 68 -348 AP-M 1416 -195 AE-AG 0-2541 M-N 303 -1905 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. icH) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fi*\ APEX TrueHouse PE No 08391owski PErNo. 8544son PE No. Murray457PE No.77769311 66806 Ply:1 SEQN:17777/T23/GABL MURRAY RESIDENCE Qty: 2 FROM: DRW: GE03 Wgt:113.4 lbs ... / ... 09/27/17 I 6'11"8 I 13'11" 6'11"3 6'11"8 F—1'7"8—I--1'4"—( I-1'5"12-I (TSP) F.04 E G 9 El 12 D H i c b B 13X4(")A11111111 IIIIIIIrK 83X4(..)TIn 1 � � 101.2 13X4(") U T S R 0 P 0 N M 13X41'-) 1 13'11" 1 I 13'11" I 13'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 B 999 240 V 50 /104 /127 /- /151 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.004 B 999 180 L' 66 /18 /37 /- /- /163 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.057 K - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.108 K - - V Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 V Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.162 Bearings V&V Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.092 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.195 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 117 -112 F-G 255 -25 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 89 -66 G-H 199 -43 Lumber Additional Notes C-D 141 59 H-I 141 58 Value Set:13B(Effective 6/1/2013) See DWGS A14015ENC101014&GBLLETIN1014 for E-E 199 -44 I-J 110 E-F 255 Top chord 2x4 SP#3 gable wind bracing and other requirements. 27 J-K 11166 110 Bot chord 2x4 SP#2 The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Plylbs Webs 2x4 SP#3 6-8-4. (lbs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC V-U 81 -79 Q-P 77 -77 U-T 78 -77 P-O 76 -76 Bracing T-S 78 -78 O-N 75 -75 Fasten rated sheathing to one face of this frame. S-R 77 -78 N-M 74 -74 R-Q 77 -77 M-L 71 -70 Plating Notes All plates are 3X4 except as noted. Maximum Gable Forces Per Ply(lbs) (")4 plate(s)require special positioning.Refer to Gables Tens.Comp. Gables Tens. Comp. scaled plate plot details for special positioning requirements. A-V 80 -92 P-G 80 -87 B-U 98 -119 O-H 85 -75 Purlins C-T 76 -73 N-I 76 -73 In lieu of structural panels or rigid ceiling use purlins D-S 85 75 M-J 97 118 to laterally brace chords as follows: E-R 80 -87 K-L 79 -90 Chord Spacing(in oc) Start(ft) End(ft) F-Q 0 -254 TC 24 0.00 13.92 BC 120 0.00 13.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: f' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (IT'FI) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fiV\ APEX TrueHouse PE No. GO 3oozlowski PE No. 8544son PE No 71457y PE No.7 69311 66806 Ply:1 SEQN:17767/T26/GABL MURRAY RESIDENCE Qty: 2 FROM: DRW: GE04 Wgt:109.2 lbs ... / ... 09/27/17 2'6"12 4'6"12 6'6"12 8'9"6 13'3"8 20'3" I 2'6"12 I 2' ) 2' ) 2'2"10 F 4'6"2 I 611"8 T Fr 4X4('•) 12 I. 9V - 12 05X7(••)E T4 - p ... k �!'',1. t.r4x5( ) 0 A 1I W s 3X40 A 10'1"2 ii ` J I L K =5X7(") 04X5(") 6'6"12 1 13'8"4 1 I 2'6"12 I 2' I 2.1"12 ) 67" I 6'11"8 2'6"12 4'6"12 6'8"8 1378 20'3" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl Li# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.058 L 999 240 A 238 /67 /95 /- /175 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.131 L 600 180 J 661 /192 /343 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 B - - H 458 /127 /220 /- /- 15.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.048 B - - 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: 0.645 J Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.364 H Min Brg Width Req= 1.5 MWFRS Parallel Dist:h/2 to h Re Factors Used:Yes Max Web CSI: 0.249 Bearings A,J,&H Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber A-B 54 -196 D-E 126 -169 Value Set:13B(Effective 6/1/2013) B-C 75 -178 E-F 210 403 Top chord 2x4 SP#2 C-D 86 -151 F-G 180 -459 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC A-L 159 -105 J-I 284 -113 Plating Notes L-K 157 -103 I-H 60 -42 K-J 156 -103 All plates are 3X4 except as noted. (**)6 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. D-J 162 -269 F-I 174 0 Purlins J-E 122 -437 I-G 227 -32 In lieu of structural panels or rigid ceiling use purlins E-I 100 -74 G-H 185 -426 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Gable Forces Per Ply(lbs) TC 24 0.15 20.25 Gables Tens.Comp. Gables Tens. Comp. BC 120 0.00 20.25 Apply purlins to any chords above or below fillers B-L 57 -53 C-K 22 -26 at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14015ENC101014&GBLLETIN1014 for gable wind bracing and other requirements. The overall height of this truss excluding overhang is 6-8-4. NOTES: f' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (111'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 P Arne APEX TrueHouse PE No160839 G Kozlowski 0 39lowski pE No 58544son PE No 71457y PE No 7769311 66806 Ply:1 SEAN:17781/T5/GABL MURRAY RESIDENCE Qty: 1 FROM: DRW: GE06 Wgt:36.4 lbs ... / ... 09/27/17 26"---I 1-12"4 H I----1'4"—I 12 (TYP) 1113X4(•• F _ 4 p E D a C ��'il 1115X7(••)A � ' ' N = = = = 4 - - - 1 10'1"2 G J I H III3X4(••) I 6'8" 6'8" II 6'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.004 B 999 240 A" 65 /20 /35 /- /12 /80.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.007 B 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 B - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL): 0.003 B - - Bearing A is a rigid surface. NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.117 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.039 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.065 A-B 40 -168 D-E 10 -71 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 26 -156 E-F 10 -22 GCpi:0.18 Plate Type(s): C-D 11 -102 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) See DWGS A14015ENC101014&GBLLETIN1014 for Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 gable wind bracing and other requirements. A-J 169 21 I-H 179 23 Bot chord 2x4 SP#2 The overall height of this truss excluding overhang is J-I 177 -22 H-G 181 -23 Webs 2x4 SP#3 2-11-0. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Gable Forces Per Ply(lbs) Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Gables Tens.Comp. Gables Tens. Comp. C-J 258 -133 E-H 154 -82 Plating Notes D-1 93 -53 F-G 60 -32 All plates are 3X4 except as noted. (••)3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 6.67 BC 80 0.00 6.67 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: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (111'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Noel 0K3oozlowski PE No. 8544son PE No.71457y PE No.Russell 66806 Ply:1 SEQN:17775/T25/GABL MURRAY RESIDENCE Qty: 2 FROM: DRW: GE07 Wgt:29.4 lbs / ... 09/27/17 6V8 4'2"8I 5.6"8 I 6'8"8 4'2"8 1'4" 12" 12 Il3X4("D 4 p C , T B aL . ..' t� .710 1012 PPW H E3X4(**) G F 1113X4(") I 6'10"8 4'2"8I 1'4" I 12" 4'2"8 5'6"8 6'8"8 6�"8 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 Udeft U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 G 999 240 H` 65 /19 /34 /- /11 /82.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.017 G 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 G - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL): 0.005 G - - Bearing A Fcperp=565psi. NCBCLL: W.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.270 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.223 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.071 A-B 27 -133 C-D 11 -23 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 4 -57 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.O0E.0525.17 Maximum Bot Chord Forces Per Ply(lbs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) See DWGS A14015ENC101014&GBLLETIN1014 for A-G 165 -20 F-E 176 -23 Top chord 2x4 SP#3 gable wind bracing and other requirements. G-F 175 -23 Bot chord 2x4 SP#3 The overall height of this truss excluding overhang is Webs 2x4 SP#3 2-6-2. Maximum Gable Forces Per Ply(lbs) Lumber value set"13B"uses design values Gables Tens.Comp. Gables Tens. Comp. approved 1/30/2013 by ALSC B-G 270 -187 D-E 62 -35 Plating Notes C-F 105 -35 All plates are 3X4 except as noted. (")3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.15 6.88 BC 75 0.00 6.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation_ (Ti'li) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use PE No. GO 3oozlowski PE No. 8544son PE No 71457y PE No Russell 66806 Ply:1 SEQN:17783/T15/GABL MURRAY RESIDENCE Qty: 2 FROM: DRW: GE08 Wgt:81.2 lbs ... / ... 09/27/17 T3"8 I 147" I 7'3"8 7'3"8 I 4.7••8 I 1'4"--I _ (TYP) E=4X4 D F i 12 C G 9V • i; 11."=_-=---_-_li =ii X2011" T4X5 p ON M L �4X4X4(+t) 114X4(**)q ( I 7-1; /t' - R!/ V 9 ,a W4 1811" 12 " 28 1 84 1 28 --49 2'8" 8'4" 2'8" I 2,8" I 11' I 13'8.. I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.002 A 999 240 R* 130 /92 /70 /- /61 /32.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.004 A 999 180 Q* 66 /11 /31 /- /- /100 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 H - - K' 40 /26 /21 /- /- /32.0 Des Ld: 32.00 EXP:C HORZ(TL): 0.017 H - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.29 ft Code/Misc Criteria Creep Factor:1.5 R Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.122 O Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.112 K Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.095 Bearings R,Q,&K are a rigid surface. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Wind A-B 123 -133 E-F 323 -88 B-C 223 -105 F-G 261 -83 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C C-D 261 -83 G-H 223 -105 Top chord 2x4 SP#2 member design. D-E 323 -88 H-I 114 124 Bot chord 2x4 SP#2 Left and right cantilevers are exposed to wind Webs 2x4 SP#3:W1,W4 2x8 SP#1: Maximum Bot Chord Forces Per Plylbs :W2,W3 2x6 SP#2: Additional Notes (lbs) Lumber value set"13B"uses design values See DWGS A14030ENC101014&GBLLETIN1014 for Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC gable wind bracing and other requirements. R-Q 138 -110 N-M 97 -73 Bracing Shim all supports to solid bearing. Q-P 102 -76 M-L 97 -72 The overall height of this truss excluding overhang is P-O 99 74 L-K 96 71 Fasten rated sheathing to one face of this frame. 6-1-4. O-N 97 -73 K-J 130 -102 Plating Notes Maximum Web Forces Per Ply(lbs) All plates are 3X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. (++)-This plate works for both joints covered. (")2 plate(s)require special positioning.Refer to A-R 79 98 -K 279 87 scaled plate plot details for special positioning Q B 227 -1198 J-I 79 -87 requirements. Maximum Gable Forces Per Ply(lbs) Purlins Gables Tens.Comp. Gables Tens. Comp. In lieu of structural panels or rigid ceiling use purlins C-P 54 -48 M-F 91 -87 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) D-0 91 67 L-G 54 50 TC 24 0.00 14.58 E-N 24 -332 BC 44 0.22 3.12 BC 100 3.12 11.46 BC 44 11.46 14.37 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 611.1) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /f*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Noel GO K3oozlowskiJeffrey No 58544son PEPE No 71457y PE No 7 69311 66806 Ply:1 SEQN:17785/T9/GABL MURRAY RESIDENCE Qty: 2 FROM: DRW: GE09 Wgt:22.4 lbs ... / ... 09/27/17 3'1"8 ` 4'3"8 '2 8 3'1"8 1'2" 12 4 p 1113X4("1 D C pm T B t� 1115X7(")A ' N �I ,:r' . . „,,„ „„ 1 19'11" �' EG F 1113X4") 1 4'5"8 1 3'1"8I 1'2" 318 438 22 4'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Deft/CSI Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.007 B 999 240 A 85 /15 /35 /- /65 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.014 B 999 180 G* 51 /28 /23 /- /- /48.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.006 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:21.35 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.283 Bearings A&A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.084 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.082 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 73 -173 C-D 5 -22 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 28 -110 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) See DWGS A14030ENC101014&GBLLETIN1014 for Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 gable wind bracing and other requirements. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#3 The overall height of this truss excluding overhang is A-F 6 -11 F-E 0 -1 Webs 2x4 SP#3 2-2-2. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Gable Forces Per Ply(lbs) Lumber value set"13B"uses design values Gables Tens.Comp. Gables Tens. Comp. approved 1/30/2013 by ALSO C-F 325 -160 D-E 23 -14 Plating Notes All plates are 3X4 except as noted. (")3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 4.46 BC 54 0.00 4.46 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. Right end vertical not exposed to wind pressure. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11171H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 � APEX }+ Jeffrey P Adam K 1 JL ueHouse Michael G PE No 0838 Kozlowski PE No. 8544son PE No.714579 PE No.Russell 693 66806 Ply:1 SEQN:17788/T33/GABL - MURRAY RESIDENCE Qty: 2 FROM: DRW: GE10 Wgt:18.2 lbs ... / ... 09/27/17 2'6" 2.6., z g., C 1113X4(" 12 9V B E6X6r1A ��� (V T =I. 1 .m. 79'2 ' 113X4(") E I 2'8"-{ 1,4" 1'2" 1'4,. I 2'6" 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 Pf:NA Ce:NA VERT(LL): 0.000 B 999 240 A* 67 /18 /44 /- /26 /32.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 B 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):-0.001 C - - Bearing A is a rigid surface. NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.041 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.022 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.033 A-B 33 -91 B-C 22 -37 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:17.01.00E.0525.17 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-E 77 -21 E-D 99 -32 Value Set:13B(Effective 6/1/2013) See DWGS A14015ENC101014&GBLLETIN1014 for Top chord 2x4 SP#3 gable wind bracing and other requirements. Maximum Gable Forces Per Ply(lbs) Bot chord 2x4 SP#3 The overall height of this truss excluding overhang is Gables Tens.Comp. Gables Tens. Comp. Webs 2x4 SP#3 2-7-10. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.450' B-E 112 -80 C-D 46 -38 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. (")3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.67 BC 32 0.00 2.67 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: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 6.11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Derek BAPEX TrueHouse PE oel 08391owski PE No.58544son o58544son PE No 71457y APE No.776s9311 66806 Ply:1 SEON:17791/T34/GABL MURRAY RESIDENCE Qty: 2 FROM: DRW: GE11 Wgt:9.8 lbs • ... / ... 09/27/17 12 9 V B 3X4 A WEIN (1) 9'1"2 - _ III 3X4(**) 1'0"8 1'0"8 2" 1'2'8 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 /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA C 82 /20 /52 /- /30 /14.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - A Min Brg Width Req= 1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 B - - Bearing A Fcperp=565psi. NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.035 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.013 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.016 A-B 30 -37 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:17.01.00E.0525.17 Chords Tens.Comp. Lumber Value Set:13B(Effective 6/1/2013) A C 43 14 Top chord 2x4 SP#3 Maximum Gable Forces Per Ply(lbs) Bot chord 2x4 SP#3 Gables Tens.Comp. Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.111' B-C 47 -34 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 6X6(")except as noted. (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.21 BC 15 0.00 1.21 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 DWGS A14015ENC101014&GBLLETIN1014 for gable wind bracing and other requirements. The overall height of this truss excluding overhang is 1-6-8. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (Irk) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Noel GO K3oozlowski pE No 58544son PE No 71457y PE No 78769311 66806 Ply:1 SEQN:19128/T20/GABL MURRAY RESIDENCE Qty: 2 FROM: DRW: GE12 Wgt:7.0 lbs ... / ... 09/27/17 1H4 1'0"4 12' 1'0"4 12 9 7 3X4(B1)q A `MAMIN 16'1"14 1'0"4 1'0"4 12 1?+4 Loading Criteria(psf) 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA C 80 /22 /51 /- /31 /14.3 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C - - A Min Brg Width Req= 1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 C - - Bearing A Fcperp=565psi. NCBCLL: 10.00 Mean Height:17.01 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.015 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.011 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.013 A-B 16 -28 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:16.02.000.1115.11 Chords Tens.Comp. Lumber Value Set:13B(Effective 6/1/2013) A-C 43 14 Top chord 2x4 SP#2 Maximum Gable Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Gables Tens.Comp. Lumber value set"13B"uses design values B-C 38 -27 approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 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 0.00 1.19 BC 13 0.15 1.19 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 DWGS A14030ENC101014&GBLLETIN1014 for gable wind bracing and other requirements. The overall height of this truss excluding overhang is 1-3-9. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11;12.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 Adam K Russe TrueHouse PE Noel 0 3o9zlowski PE No. 8544effrey P Ameson PE No.71457urray PE No.77769311 GDerek BAPEX 66806 Ply:1 SEQN:17428/T56/FLAT MURRAY RESIDENCE Qty: 2 FROM: DRW: GEB03 Wgt:75.6 lbs ... / ... 09/27/17 3'8"2 6'11" 101"14 13'10" H 3'8"2 I 3'2"14 I 3'2"14 I 3'8"2 =6X8(**) =4X5 1113X4 =4X5 =6X8(**) A B C D E 0 ____________<_____________ J _ _ O 10'1"2 I H G �F 1113X8 =4X8 =4X10 =4X8 1113X8 3'4"2 3'6"14 3'6'14 3'4"2 A 3'4"2 I 6'11" I 10'5"14 I 13'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 59.00 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: 0.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.196 C 848 240 J 1257 /1257 /401 /- /- /3.5 BCLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL): 0.196 C 848 180 F 1257 /1257 /401 /- /- /3.5 BCDL: 0.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.042 A - - Wind reactions based on MWFRS Des Ld: 59.00 EXP:C HORZ(TL):-0.042 A - - J 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= 1.5 Soffit: 2.00 TCDL:0.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.635 Bearings J&F are a rigid surface. Load Duration:1.25 BCDL:0.0 psf TPI Std: 2007 Max BC CSI: 0.983 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.951 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:0.00 Plate Type(s): A-B 2313-2277 C-D 3711 -3688 Wind Duration:1.60 WAVE VIEW Ver:16.02.000.1115.11 B-C 3711 -3688 D-E 2313 -2277 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-1257#MAX.from a non-wind Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-30 load case requires uplift connection.See Maximum Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Reactions. J-I 16 -15 H-G 2473 -2428 Webs 2x4 SP#3 Truss must be installed as shown with top chord up. I-H 2473-2428 G-F 16 -15 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 1-10-8. Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) A-J 1086-1247 H-D 1352 -1427 TC-From 118 plf at 0.00 to 118 plf at 13.83 A-I 2497 -2537 D-G 636 -1081 TC- 882 lb Conc.Load at 6.92 I-B 636 -1081 G-E 2497 -2537 Plating Notes B-H 1352-1427 E-F 1086 -1247 C-H 291 -1198 (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 13.83 BC 40 0.00 13.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. TH4 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 ,V\ TrueHouse PE o Michael 0839Kozlowski PE No.58544�n PE No MurrayDerek B7457Adam K PE No 7 69311 APEX 66806 Ply:1 SEQN:17421/T28/MONO MURRAY RESIDENCE Qty: 6 FROM: DRW: J01 Wgt:16.1 lbs ... / ... 09/27/17 2 III 3X4(** 9 7 III 3X4A W2 T !I 7'9"2 III 3X4(*9) 1113X4 2'8° 2'8" 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 lac Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 B 999 240 D 90 /- /37 /- /68 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 B 999 180 C 90 /69 /80 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.011 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.015 B - - D Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.200 Bearing D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.113 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.065 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 42 -72 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#3 D-C 3 -6 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 A-D 5 -80 B-C 100 -73 Bracing Fasten rated sheathing to one face of this frame. Plating Notes (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.67 BC 32 0.00 2.67 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 3-0-0. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. /1*/\ OH) 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 Jeffrey P APEX TrueHouse PE Noel 160 391owski PE No.58544Ameson o58544son P6 No. Murray7457PE No.Russell 66806 Ply:1 SEQN:17415/T12/MONO MURRAY RESIDENCE Qty: 8 FROM: DRW: J02 Wgt:25.2 lbs / ... 09/27/17 12 1113X4(`* B 4 3X4(B2)A s •A : 10'1"2 ' vill 1114X5(* 6'1 0"8 6'10"8 k Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 226 /55 /119 /- /81 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 219 /85 /124 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.020 C - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.690 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.353 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.337 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 24 -92 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 A-C 31 -38 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 B-C 282 -169 Plating Notes (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 6.88 BC 75 0.11 6.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-9-13. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. TH 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ��+ Derek B Adam K APEX i 1 ueHouse PE No 60839 PE PE No 58544son PE No. Murray14PE No.77769311 66806 Ply:1 SEQN:17417/T46/MONO • MURRAY RESIDENCE Qty: 10 FROM: DRW: J03 Wgt:11.2 lbs / ... 09/27/17 12 4 III 3X4(**) 6 3X4(62) A co 6"5 10' X I (1) 1"2 III 3X4(**) 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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 101 /23 /52 /- /35 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 93 /37 /53 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.002 C - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code 1 Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.273 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.114 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.077 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 17 -43 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#3 A-C 7 -12 Bot chord 2x4 SP#3 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 B-C 146 -74 Plating Notes (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 33 0.11 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 1-6-5. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation.16 � {) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer %�-/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE No. G Michael Noel 0 Kozlowski FE No.58544son o58544son FE No. MurrayPE N 71457 69311 66806 Ply:1 SEON:17419/T2/MONO MURRAY RESIDENCE Oty: 3 FROM: DRW: J04 Wgt:10.5 lbs ... / ... 09/27/17 12 9 7 B 1113X4(**) T 1113X4 A 0 T4W2 lII 3X4(**) If A\ 9'1"2 1113X4 p C VW 1 '2"8 1.3 1 '2"8 e'i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 B 999 240 D 41 /- /20 /- /30 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 B 999 180 C 41 /40 /40 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.005 B - - D Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.053 Bearing D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.038 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.023 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 20 -36 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs) Value Set:138(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Top chord 2x4 SP#3 to laterally brace chords as follows: D-C 1 -3 Bot chord 2x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x6 SP#2:W2 2x4 SP#3: TC 24 0.00 1.21 BC 14 0.00 1.21 Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. A-D 0 -36 B-C 52 -34 Bracing Additional Notes Fasten rated sheathing to one face of this frame. The overall height of this truss excluding overhang is 1-10-14. Plating Notes (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: f' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. ( 'ii) 2.Apex Technology is a fictitious name owned by Jan Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 !��7�_+� Adam K APEX i l ueHouse PE Noel 0 391owski PE No 58544 Derek PE No.714579 PE No.Russell 77693 66806 Ply:1 SEQN:17423/T7/MONO MURRAY RESIDENCE Qty: 3 FROM: DRW: J05 Wgt:7.0 lbs ... / ... 09/27/17 12 B 9 V III3X4(**) T 3X4(B1)q T Iffai ,_ 4 dilli" j16'1"14 �j C III 3X4(**) 1'2"4 i 1'2"4 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 L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 46 /- /22 /- /31 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 35 /26 /29 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.000 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:17.01 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.024 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.014 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.013 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 16 -28 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#3 A-C 1 -1 Bot chord 2x4 SP#3 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 B-C 37 -27 Plating Notes (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.19 BC 13 0.15 1.19 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 1-3-9. NOTES: f' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (111'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE No 160 39lowski Jeffrey PE No.58544son o58544son Derek BPE No 71457y Adam K PE No 7 69311 G APEX 66806 Ply:1 SEQN:17425/T48/SPEC MURRAY RESIDENCE Qty: 2 FROM: DRW: PB01 Wgt:21.0 lbs ... / ... 09/27/17 7"13 3'1"3 5'6"8 6'2"5 17.,1312'5"5 I 2'5"5 17„131 C--=4X4 T912 l sr is, B D N • A /I E .o 10' 0210 F 1113X4 L- i 134'10"11 171—i 7"13 2'5"5 2'5"5 7"13 1 7"131 3'1"3 1 5'6"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 Cf: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):-0.000 F 999 240 A 1 /54 /52 /- /66 /5.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 F 999 180 B• 84 /40 /43 /- /- /58.7 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 F - - E 1 /15 /16 /- /- /5.2 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:20.96 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: 0.109 B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.072 E Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.011 Bearings A,B,&E are a rigid surface. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber A-B 90 -84 C-D 84 -85 Value Set:13B(Effective 6/1/2013) B-C 84 85 D-E 25 13 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 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 38 -15 F-D 38 -15 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. All plates are 3X4(B1)except as noted. C-F 6 -59 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 -0.47 5.35 BC 55 0.15 4.74 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 2-4-6. 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. TH 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fiV\ TrueHouse MichaPE Noel 60839 l G 1owski PE No. 8544effrey P son Derek BPE No.7145u79 Adam PE No K7 693sse11 APEX 66806 Ply:1 SEQN:19812/T4/SPEC MURRAY RESIDENCE Qty: 10 FROM: DRW: PB02 Wgt:21.0lbs ... / ... 09/27/17 7"13 3'1"3 5'6"8 67"5 1713l2'5"5 I 2'5"5 17"13l C---4X4 T12 '—' T 9 0 N O EN B D (V • A E /_\ 1040;10 F 1113X4 7"13 7"13 1"- 1 4'10"11 1- --1 7"13 2'5"5 2'5"5 7"13 I7„131 3,1,.3 I 5'6"8 �,`i3-I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 F 999 240 A -12 /54 /52 /- /66 /5.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 F 999 180 B* 78 /42 /43 /- /- /58.7 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 F - - E -12 /15 /17 /- /- /5.2 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 F - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:20.96 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: 0.106 B Min Brg Width Req= - Load Duration:1.25 BCDL:2.0 psf TPI Std: 2007 Max BC CSI: 0.037 E Min Brg Width Req= 1.5 MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI: 0.012 Bearings A,B,&E are a rigid surface. Spacing:24.0” C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 90 -84 C-D 85 -82 Value Set:13B(Effective 6/1/2013) B-C 85 82 D-E 24 13 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 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 38 -16 F-D 38 -16 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. All plates are 3X4(B1)except as noted. C-F 5 -61 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 -0.47 5.35 BC 55 0.15 4.74 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 2-4-6. NOTES: 1r 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. (111rH) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Noel GO K3oozlowski P8 No. 854gson P8 No 71457y PE No.7 69311 66806 Ply:1 SEQN:17427/T45/ATIC MURRAY RESIDENCE Qty: 8 FROM: DRW: T01 Wgt:239.4 Ibs ... / ... 09/27/17 311'] 0411 151'5 1911'] 2310'14 rn I 1100 I I San 4102 311.7 %S 7t') © 557-) 3 912 pr B16 11.111 G 116.1I Iil1 p 1. 1 0 0]9 P1O N M L q• N J JI _ 6) (D.6X&''1 _5X5 .34-,WI _8%&"I I l 231014 i 731111 411 Sou 471. J710 3014 Soil I. 5411 + 7100 +sir]11T13 I 1;714 (4s,d zr7 I z0n I 231014 I 101�ra to l Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.257 E 999 286 P 1830 /229 /354 /- /191 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.563 E 509 286 I 1830 /229 /354 /- /- /5.4 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.148 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.328 B - - P Min Brg Width Req= 2.2 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 2.2 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.916 Bearings P&I 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: 0.983 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 235-1298 E-F 300 -331 Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 398-1086 F-G 399 -1086 Lumber Wind C-D 312 -369 G-H 235 -1297 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 277 -160 Top chord 2x6 SP#2:T2,T3 2x4 SP#2: member design. Bot chord 2x4 SP#2:B1 2x4 SP M-30: End verticals not exposed to wind pressure. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3:W5,W15 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values P-0 794 -879 L-K 2556 -203 approved 1/30/2013 by ALSC 0-N 812 -914 K-J 659 -903 N-M 2571 -370 J-I 640 -866 Plating Notes M-L 3522 0 All plates are 3X4 except as noted. (0*)5 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. A-P 321 -1940 T-U 0 -2803 Purlins A-Q 1378 -195 U-L 65 -386 In lieu of structural panels or rigid ceiling use purlins P-Q 899 -617 U-W 0 -2755 to laterally brace chords as follows: B-0 423 -186 L-W 1373 -316 Chord Spacing(in oc) Start(ft) End(ft) 0-0 144 -1 V-E 220 -49 TC 24 0.00 23.91 Q-N 2933 -207 V-F 142 -1024 BC 72 0.00 23.91 Q-R 362 -1593 W-K 114 -808 Apply purlins to any chords above or below fillers N-R 115 -814 W-X 389 -1575 at 24"OC unless shown otherwise above. R-M 1382 -324 K-X 2947 -221 Collar-tie braced with continuous lateral bracing at R-T 0-2754 X-J 134 0 24"oc.or rigid ceiling. C-S 130 -995 X-G 419 -190 Loading D-S 189 -18 X-H 1379 -196 D-V 195 -234 X-I 886 -655 Attic room loading from 3-11-7 to 19-11-7:Live Load: S-V 127 -963 H-I 321 -1939 40 PSF.Dead Load:17 PSF Ceiling:5 PSF, M-T 65 -389 Kneewalls:2 PSF Additional Notes The overall height of this truss excluding overhang is 12-0-0. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (Tr14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Noel 60839 ozlowski pE No 58544son PE No 71457y PE No 78769311 66806 Ply:2 SEQN:19818/T3/ATIC MURRAY RESIDENCE Qty: 2 FROM: DRW: T02 Wgt:485.8 lbs .. / ... 09/27/17 3n•r 5.0.11 151.5 1911'7 231x+4 I 311. I 70.3 I 5.311 I 010.2 I 3u'7 I O_6%8 E 3%60 w_ F_3%6 T t5. Iiii 3� Ir B 11.41\ NH .4xew,A A �''IX� -1- V ll V O I n �'_ ;V�. � !!_I � � u 7'42 VSO N MN J -5%5 _5%5("1 •5%5 _4%4 1 23'1014 1 3411 31'6 71'6 }6.10 1'+ 31'6 3ff11 I 39.11 I s1r1 I 90.7 111 uI 13Tu 147.15 z, I 2513 I 231014 1 n 1011 14I 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): 0.133 D 999 286 P 3509 /247 /2145/- /190 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.222 L 999 286 I 3510 /247 /2146/- /- /5.4 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.156 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.257 B - - P Min Brg Width Req= 2.1 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 2.1 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.321 Bearings P&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.972 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.722 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 117-1303 E-F 147 -1976 Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 199-1578 F-G 199 -1578 Lumber Plating Notes C-D 155-1973 G-H 117 -1303 D-E 136-1730 Value Set:13B(Effective 6/1/2013) All plates are 3X4 except as noted. Top chord 2x6 SP SS Dense:T2 2x4 SP#2: (•*)1 plate(s)require special positioning.Refer to Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 scaled plate plot details for special positioning Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 W4 2x4 SP#2: requirements. :W8,W13 2x6 SP#2: P-O 361 -873 L-K 1009 -303 Lumber value set"13B"uses design values Purlins O-N 371 -913 K-J 321 -917 approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins N-M 1008 -362 J-I 311 -879 to laterally brace chords as follows: M-L 1494 -173 Nailnote Chord Spacing(in oc) Start(ft) End(ft) Nail Schedule:0.131"x3",min.nails TC 24 0.00 23.91 Maximum Web Forces Per Plylbs Top Chord:1 Row @ 6.00"o.c. BC 106 0.00 23.91 (lbs) Bot Chord:1 Row @12.00"o.c. Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. at 24"OC unless shown otherwise above. A-P 161 -1909 T-U 807 -1055 Use equal spacing between rows and stagger nails Collar-tie braced with continuous lateral bracing at A-Q 1623 -97 U-L 33 -174 in each row to avoid splitting. 24"oc.or rigid ceiling. p-Q 893 -272 U-W 812 -1035 Special Loads Wind B-Q 119 -707 L-W 631 150 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Wind loads based on MWFRS with additional C&C Q-O 0 V-E 68 -183 TC-From 58 plf at 0.00 to 58 plf at 3.95 member design. Q N 1538 93 V-F 1127 383 TC-From 70 plf at 3.95 to 70 plf at 7.35 Q-R 1020 -487 W-K 54 -429 TC-From 58 plf at 7.35 to 58 plf at 8.81 End verticals not exposed to wind pressure. N-R 52 -429 W-X 1061 -487 TC-From 58 plf at 8.81 to 58 plf at 15.11 R-M 630 -151 K-X 1540 -104 TC-From 58 plf at 15.11 to 58 plf at 16.57 Additional Notes R-T 802 -1035 X-J 77 0 TC-From 70 plf at 16.57 to 70 plf at 19.95 The overall height of this truss excluding overhang is C-S 1093 -355 X-G 119 -711 TC-From 58 plf at 19.95 to 58 plf at 23.91 12-0-0. D-S 70 -135 X-H 1624 -98 PLT-From 100 plf at 3.95 to 100 plf at 7.68 D-V 94 -109 X-I 900 -319 PLT-From 100 plf at 16.23 to 100 plf at 19.95 S-V 1061 -339 H-I 161 -1910 BC-From 10 plf at 0.00 to 10 plf at 23.91 M-T 33 -174 TC-1792 lb Conc.Load at 8.81,15.11 BC- 26 lb Conc.Load at 3.95,19.95 NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11:14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Noel GO K3oozlowski PB No. 85445on PE No 1457y PE No.77769311 66806 Ply:1 SEQN:17771/T44/COMN MURRAY RESIDENCE Qty: 7 FROM: DRW: T04 Wgt:96.6 lbs ... / ... 09/27/17 1'11"8I 6'11"8 I 11'11"8 I 13'11" 1'11"8 5' 5' 1'11"8 _ 04X4 19 12 9 7 o III3X4B D 113X4 1.- % % Z #3X4A E413X4 _ 1 ■ — — ■ _13,10'1.2 1 " H G 'F 113X8(") s3X8 -3X8 113X8(—) 7'11"8 10' 1'11"8 1 1'11"8 ' 11'11 "8 1 1311"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 Lldefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.008 D 999 240 I 543 /128 /213 /- /151 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.015 D 999 180 F 543 /128 /213 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.013 B - - I 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= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.248 Bearings I&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.291 Spacing: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 163 -537 C-D 339 -608 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 339 -607 D-E 163 -539 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#2 7-0-10. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP#2 I-H 150 -150 G-F 1 0 Webs 2x4 SP#3 H-G 299 -41 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. (")2 plate(s)require special positioning.Refer to A-I 178 -637 C-G 260 -127 scaled plate plot details for special positioning A-H 526 -150 G-D 251 -255 requirements. B-H 251 -255 G-E 527 -150 H-C 258 -127 E-F 178 -638 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 13.92 BC 120 0.00 13.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: �" 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. TH(1191r2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Floods Engineer 7q*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Jeffrey APEX TrueHouse PE No.Michael 08391owski PB No 5854gson PE No 71457y PE No Russell 66806 Ply:1 SEAN:17760/T37/COMN • MURRAY RESIDENCE Qty: 12 FROM: DRW: T05 Wgt:112.7 lbs ... / ... 09/27/17 8'7"11II 13'3"8 19'9"8 8711 4'7"13 6'6" T C 1114X8(*) 12 11 9V a) 0 o 4 • 64X8(«;� D 1113X4(") io T 3X4(B2)A 111111 !!! N l T _ MO • 1' ■■ .��u [, 1)10'1"2 F E 8X8(") 1113X8(R) 8715 1179 1 8'5"15 I 19'9"8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.090 B 999 240 A 705 /194 /320 /- /176 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.164 B 999 236 E 773 /187 /290 /- /- /- 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):-0.047 C - - A Min Brg Width Req= 1.5 NCBCLL: W.00 Mean Height:15.00 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: 0.743 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.832 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.660 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 440-1409 C-D 191 -194 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 709 -1684 Lumber Hangers/Ties Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP#2 Loading A-F 1264 -420 F-E 467 -103 Webs 2x4 SP#3 Truss passed check for 20 psf additional bottom Lumber value set"13B"uses design values chord live load in areas with 42"-high x 24"-wide Maximum Web Forces Per Ply(lbs ) approved 1/30/2013 by ALSC clearance. Webs Tens.Comp. Webs Tens. Comp. Bracing Wind B-F 526 -920 C-E 100 -581 (a)Continuous lateral restraint equally spaced on Wind loads based on MWFRS with additional C&C F-C 1389 -553 D-E 207 -243 member. member design. Right end vertical not exposed to wind pressure. Plating Notes (")4 plate(s)require special positioning.Refer to Additional Notes scaled plate plot details for special positioning The overall height of this truss excluding overhang is requirements. 7-0-10. Tray Scab(s) (1)2x4x0-3-11 x SP#3 scab at right end.Attach scab to face of chord with:Nails @ 8"oc,plus additional nail clusters at:BRG.:(0),heel:(0),1st panel point:(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 0.00 19.79 BC 120 0.12 19.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (111?I'}{) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tr'ueHo use Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 66806 Ply 1 SEAN:17762/T50/COMN MURRAY RESIDENCE Qty: 1 FROM: DRW: TO5A Wgt:112.7 lbs ... / ... 09/27/17 8711 13'3"8 201" 8711 I 4713 I 6'11"8 C 1114X8(") - 12 9 izA 9V11 i. o 12 .04x8(")B 417 J t, T D 113X4(") `o e T in - I epi ..=3X4(82)= 1I , ) 4,10.1"2 F "EG =8X8(") 113X8(R) 85"15 11'9"1 r 8.5..15 I 201„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.097 B 999 241 A 725 /199 /326 /- /177 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.176 B 999 241 G 792 /190 /291 /- /- /5.5 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):-0.048 C - - A 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: 0.832 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.819 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.665 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 457-1470 C-D 221 -237 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 728 -1756 Lumber Loading Value Set:13B(Effective 6/1/2013) Truss passed check for 20 psf additional bottom Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 chord live load in areas with 42"-high x 24"-wide Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP#2 clearance. Webs 2x4 SP#3 A-F 1322 -423 F-E 503 -103 Wind Lumber value set"13B"uses design values Maximum Web Forces Per Plylbs approved 1/30/2013 by ALSC Wind loads based on MWFRS with additional C&C (lbs) member design. Webs Tens.Comp. Webs Tens. Comp. Bracing B-F 532 -942 C-E 84 -573 Additional Notes (a)Continuous lateral restraint equally spaced on The overall height of this truss excludingoverhangis F-C 1428 -558 D-E 231 -278 member. 9 7-0-10. Plating Notes (")4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Tray Scab(s) (1)2x4x0-3-11 x SP#3 scab at right end.Attach scab to face of chord with:Nails @ 8"oc,plus additional nail clusters at:BRG.:(0),heel:(0),1st panel point:(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 0.00 20.25 BC 120 0.12 20.25 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. ( i.it) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Tru eHo use PE No Michael 0838Kozlowski PE No. 85445on PE No MurrayDerek B7457PE No.Adam KR769311 APEX 66806 Ply:1 SEQN:17441/T1/MONO MURRAY RESIDENCE Qty: 5 FROM: DRW: T06 Wgt:225.4 lbs ... / ... 09/27/17 61"1 I 10'7"4 13'6"5 21'4"8 28'5"2 ` 325" 409" " I " I ( "611 463 2111 T10"3 7010 31114 I 84 - Fi5X5(..) 12 9 iiii.. G 55X7(") :.,vTT 12 ¢5X7(-)E N 4 p sexam H.43X4 =3X4 Sv 3X40 i- 7c fg I gH0310(-') •,� ' Jia 4 io 03X4 T 10H0310(**)" 0A . 13X4 ,1 7 M_LI [411'1-2 12 3X4(0 R 1 q r 84X44( ) 10'1"2 • L 05X7(••) 1 10710 1 22710 1 62"12 1074 2.7"9 8'79 7'3"4 � 311"14 60"8 10'7"4 13'2"13 211 '5"6 28'8"10 32'8"8 40'9" 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 Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.119 I 832 262 A 287 /67 /82 /- /290 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.269 I 368 262 Q 1305 /390 /705 /- /- /7.3 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.081 K - - L 949 /239 /468 /- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.162 K - - R 291 /113 /170 /- /- /5.5 NCBCLL: 10.00 Mean Height:16.29 ft Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.836 A Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.650 Q Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.582 L Min Brg Width Req= 1.5 R Min Brg Width Req= 1.5 C&C Dist a:4.07 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Bearings A,Q,L,&R Fcperp=565psi. GCpi:0.18 Plate Type(s): Wind Duration:1.60 HS,WAVE VIEW Ver:17.01.00E.0525.17 Maximum Top Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:138(Effective 6/1/2013) A-B 250 -401 F-G 295 -1085 Top chord 2x4 SP#2 B-C 226 -288 G-H 386 -700 Bot chord 2x4 SP#2 C-D 382 -132 H-I 183 -196 Webs 2x4 SP#3 :Lt Slider 2x8 SP#1:BLOCK LENGTH= 1.500' D-E 181 -218 I-J 272 316 :Rt Slider 2x8 SP#1:BLOCK LENGTH= 1.500' E-F 299-1095 Lumber value set"13B"uses design values Maximum Bot Chord Forces Per Plylbs approved 1/30/2013 by ALSO (lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes A-P 247 -234 N-M 779 -265 (")9 plate(s)require special positioning.Refer to0 scaled plate plot details for special positioning O-N P-N 202 -208 M-L 140 95 405 -208 K-J 142 1C0 requirements. 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: C-P 292 -453 N-G 393 -223 Chord Spacing(in oc) Start(ft) End(ft) D-P 330 -774 G-M 232 -667 TC 24 0.00 40.75 D-O 738 -269 M-H 701 -175 BC 75 0.00 40.75 Apply purlins to any chords above or below fillers O-E 349 -810 H-K 392 919 at 24"OC unless shown otherwise above. E-N 548 0 L-K 377 -971 F-N 713 -76 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 11-4-12. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (IrrH) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer fi*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse E NMichael60839 1owski PE No. 8544son Derek B PE No.71457y Adam K PE No.7 69311 Jeffrey P APEX 66806 Ply:2 SEQN:17498/T35/MONO MURRAY RESIDENCE Qty: 2 FROM: DRW: T07 Wgt:568.4 lbs ... / ... 09/27/17 7'513 10'7"4 13'6"5 21'411 28'5"2 373"8 349" 409" 17'5"13 I 3'1"7 I 2'11"1 ( 7'10"3 I 7'0"10 I 3'10'6 ( 2'5"8 1 6' 1 Fi6X6r) - 1► 12 9V kH0612(•) nr ;hiG a_..T 12 �H0612('7E TI 4 �,3X4G a:4X4 G =88(") H 94X4 _ 1;4X5 g' ` CD + J�3X4 ili 03X48 % K 84X8(") io SX5 III 84X8(..)A ` /5X5 7 �= _411'1"2 4-• '� B22 /� _ 10'1`2 S R N M L 66X8(") 4,6X6('-) II3X8(--) 10'3"10 1 22710 ,,2'3'9 A 5 11 4--i 107"4 279 879 7'3"4 39"14 29" 59"8 1 1074 I 137131 21'5'5 1 28'8"10 132'3"8 1 35'0`8 1 40'9" 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): 0.061 P 999 260 A -447 /500 /88 /- /289 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.120 P 999 260 5 3555 /1142 /3050/- /- /7.3 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.067 N - - N 5287 /1698 /4490/- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.132 N - - M -2255/2255 /669 /- /- /5.5 NCBCLL: W.00 Mean Height:16.29 ft Code/Misc Criteria Creep Factor:1.5 T 87 /127 /94 /- /- /5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.855 Wind reactions based on MWFRS Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.839 A Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.798 S Min Brg Width Req= 2.1 C&C Dist a:4.07 ft FT/RT:30(0)/10( )0S N Min Brg Width Req= 3.1 Mf g Specified Camber: M Min Brg Width Req= 1.5 GCpi:0.18 Plate Type(s): T Min Brg Width Req= 1.5 Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 Bearings A,S,N,M,&T Fcperp=565psi. Lumber Plating Notes Value Set:13B(Effective 6/1/2013) (")10 plate(s)require special positioning.Refer to Maximum Top Chord Forces Per Ply(lbs) Top chord 2x6 SP#2 scaled plate plot details for special positioning Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2:B2,B3 2x6 SP#2: requirements. A-B 723 -245 F-G 514 -1582 Webs 2x4 SP#3 B-C 687 -188 G-H 131 409 :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' Purlins :Rt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' In lieu of structural panels or rigid ceiling use purlins C-D 779 -261 H-I 864 277 to laterallybrace chords as follows. D-E 72 -247 I-J 146 -49 Lumber value set"13B"uses design values Chord Spacing(in cc) Start(ft) End(ft) E-F 545-1668 J-K 157 -56 approved 1/30/2013 by ALSO TC 24 0.00 40.75 Nailnote BC 120 0.00 32.29 Maximum Bot Chord Forces Per Ply(lbs) BC 31 32.29 34.87 Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.131"x3",min.nails BC 71 34.87 40.75 Top Chord:1 Row @12.00"o.c. Apply purlins to any chords above or below fillers A-R 156 -624 O-N 321 -989 Bot Chord:1 Row @12.00"o.c. at 24"OC unless shown otherwise above. R-Q 301 -913 N-M 29 -111 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Wind Q-P 399 -117 L-K 30 -114 in each row to avoid splitting. P-0 538 -174 4"o.c.spacing of nails perpendicular and parallel to Wind loads based on MWFRS with additional C&C grain required in area over bearings greater than 4" member design. Maximum Web Forces Per Ply(lbs) Special Loads Additional Notes Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Negative reaction(s)of-2255#MAX.from a non-wind C-R 150 -315 G-0 491 -1429 TC-From 55 plf at 0.00 to 55 plf at 13.52 load case requires uplift connection.See Maximum D-R 348-1035 O-H 1396 -449 TC-From 58 plf at 13.52 to 58 plf at 21.37 Reactions. D-Q 1297 -429 N-H 361 -1119 TC-From 58 plf at 21.37 to 58 plf at 28.42 The maximum horizontal reaction is 289# Q-E 504-1462 N-I 402 -1237 TC-From 55 plf at 28.42 to 55 plf at 40.75 The overall height of this truss excluding overhang is E-P 825 -261 I-L 1136 320 BC-From 10 plf at 0.00 to 10 plf at 10.60 11-4-12. F-P 713 -176 L-M 1121 -327 BC-From 12 plf at 10.60 to 12 plf at 21.45P-G 716 -212 BC-From 12 plf at 21.45 to 12 plf at 32.29 BC-From 10 plf at 32.29 to 10 plf at 35.04 BC-From 10 plf at 35.04 to 10 plf at 40.75 TC- 768 lb Conc.Load at 13.52,17.45,21.37,25.78 28.72 NOTES: 11- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 611) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Noel GO 3o�zlowski FE No.58544Ameson o585445on PE No 71457y PE No 7769311 66806 Ply:1 SEQN:17527/T8/MONO • - MURRAY RESIDENCE Qty: 3 FROM: DRW: T08 Wgt:57.4 lbs ... / ... 09/27/17 5,5,6I 10'7"4 II 5'5"6 5'1"14 1113X4 D _ P 12 4 p 3X4 C iro, N io IIIH03161E54 B A 10. = 0 101.'2 1113X4 _ G I114X5(') L 5'3"10 5'3"10 C 5'3"10 I 10'7"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.014 B 999 240 A 343 /80 /179 /- /125 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.027 F 999 180 G 343 /137 /196 /- /- /7.3 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.009 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.012 B - - A Min Brg Width Req= - 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: 0.362 Bearing G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.282 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.295 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 142 -523 C-D 37 -54 Wind Duration:1.60 HS,WAVE VIEW Ver:16.02.000.1115.11 B-C 143 -483 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 A-F 429 -241 F-E 426 -242 Webs 2x4 SP#3 :Lt Slider 2x8 SP#1:BLOCK LENGTH= 1.500' 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 F-C 177 0 D-E 114 -116 Purlins C-E 268 -473 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 10.60 BC 120 0.00 10.60 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 4-6-7. NOTES: f' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (Tri I 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE Noel 0 3oozlowski effrey P PB No. 854gson Derek B PEE No 71457y Adam K Russe PE No 7769311 APEX 66806 Ply:1 SEQN:17526/T6/MONO MURRAY RESIDENCE Qty: 3 FROM: DRW: T09 Wgt:51.8 lbs ... / ... 09/27/17 5'10"4 8'5"8 I" 5'10"4 + 2'7"4 "I 653X4 D 12 i 4 113X4 C 34 B 2 YHOA310(ES) 0. v 1r T 11.1-2 -3xcd I gi .L f10.I-2 Ir3X4(R) 113X4 i 5'10"12 1 26"12-'i 5'8"8I 2'9" 5'8"8 8'5"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.041 B 999 240 A 208 /42 /104 /- /99 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.084 B 856 180 F 241 /69 /133 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 B - - E 103 /62 /62 /- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.056 B - - 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: 0.385 F Min Brg Width Req= 1.5 BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.275 E Min Brg Width Req= 1.5 Load Duration:1.25 P Bearings A,F,&E Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.344 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 HS,WAVE VIEW Ver:16.02.000.1115.11 Lumber A-B 42 -180 C-D 76 -95 B-C 33 -127 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 :Lt Slider 2x8 SP#1:BLOCK LENGTH= 1.500' A-G 97 -110 F-E 0 0 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 purlins C-G 240 -289 F-D 120 -149 to laterally brace chords as follows: G-F 223 -317 D-E 111 -94 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 8.46 BC 71 0.00 5.95 BC 30 6.00 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. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 3-9-13. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (Tr') 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /f*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse E No Michael 60839 1owski PE No.58544son o5854gson PE No Murray71457 APE 7 69311 66806 Ply:1 SEQN:17754/T13/COMN MURRAY RESIDENCE Qty: 13 FROM: DRW: T12 Wgt:85.4 lbs .. / ... 09/27/17 3'3"4 7'3"8 11'3"12 147" 3'3"4 I 4'0"4 I 4'0"4 I 3'3..4 C 114X5(R) 1,l 12 9V 0 1113X4 B D II3X4 OHpt ;` T 4x4 A Opt 6X12 E\4X4 T II `• 1 1 1114X4 I A 9 \1114X4 1)18'11" -_:I 12 :.,--:.•F 2'8" 8'4" 2'8" 6 I 3'1"8 I 11'5'8 I 14'1"8 I5 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): 0.081 B 999 240 I 500 /208 /228 /- /163 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.168 B 999 180 F 500 /208 /228 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.122 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.252 F - - I Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:22.65 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: 0.315 Bearings I&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.459 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.500 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 582-1453 C-D 773 -1462 Wind Duration:1.60 WAVE VIEW Ver:16.02.0OC.1115.11 B-C 773-1462 D-E 582 -1453 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#2 I-H 173 -222 G-F 64 -120 Webs 2x4 SP#3 H-G 420 -65 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 purlins A-I 203 -426 C-G 994 -523 to laterally brace chords as follows: A-H 1312 -487 D-G 256 -206 Chord Spacing(in oc) Start(ft) End(ft) H-B 256 -206 G-E 1312 -487 TC 24 0.00 14.58 H-C 994 -523 F-E 203 -426 BC 44 0.22 3.12 BC 100 3.12 11.46 BC 44 11.46 14.37 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 6-5-10. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. TH 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE No 160839 G Kozlowski 0391owski pE No 58544son PE No 71457y PE No.Russell 66806 Ply:1 SEQN:17754/T19/COMN MURRAY RESIDENCE Qty: 1 FROM: DRW: T13 Wgt:123.2lbs ... / ... 09/27/17 I 4'0"6 I 73"8 I 811"13I 10'4"8 14'4" I 18'7" 4'0"6 3'3"2 1'8"5 1'4"11 3'11"8 4'3" D 1114X5(") T „ 1011.14,, E3gX8(') 12 4 - 12 411,11119 1, Fw3X4 9 V 113X4 C in 0 i G 3X4 B H�3X4 0 0 /3X4'' �=� �i,-� ;IIH0310(") "' T N 6X12(") 4 L=.- �1 1114X10(")A 4X8 N :1911" Ti1113X4(••) J '"O y3X4(")'G m4X4 18'11" 7 12 3'52 5'2"151'2"15 3'11"8 4'3" • I- 3,10"10 'I' 9'1'.9 +10'4" 14,4" "F' 18,7" 1 5,. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.171 N 999 240 A 626 /169 /271 /- /147 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.340 N 655 223 0 608 /184 /247 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.130 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.258 J - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:22.65 ft Code/Misc Criteria Creep Factor:1.5 0 Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.542 Bearings A&0 Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.569 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.348 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 645 -1545 E-F 549 -1103 Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 648 -1452 F-G 633 -1352 Lumber C-D 741 -1310 G-H 469 -1026 D-E 679-1270 H-I 479 -1080 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. :Lt Slider 2x8 SP#1:BLOCK LENGTH= 2.623' A-N 1177 -495 L-J 40 -16 :Rt Slider 2x8 SP#1:BLOCK LENGTH= 1.500' N-M 679 -199 J-1 923 -394 Lumber value set"130"uses design values M-K 1266 -520 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(lbs) (")7 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning N-C 174 -32 F-K 308 -133 requirements. N-D 569 -381 K-L 56 0 Purlins D-M 879 -467 K-J 913 -390 E-M 230 -375 K-G 352 -128 In lieu of structural panels or rigid ceding use purlins M-F 297 -523 J-G 168 -281 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 18.58 BC 51 0.00 3.89 BC 79 3.89 10.49 BC 97 10.52 18.58 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 6-5-10. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 61'14 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer lq*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use PE NMichael60 39 Kozlowski Jeffrey No.58544son o58544son Derek No.71457y PE No.7 69311 66806 Ply:1 SEQN:17756/T14/COMN MURRAY RESIDENCE Qty: 2 FROM: DRW: T14 Wgt:120.4 lbs ... / ... 09/27/17 4'0"6 7'3"88'11"13 12'3"8 15'3"8 18'7" 4'0"6 I 3'3"2 I 1'8"5 I 3.3"11 { 3' I 3'3..8 "I D 1114X5(••) r,� _ E 34X8(••) 12 4 12 ,� 9 V 1113X4 C F3X4 o in ' G 3X4 m Ibil IN 3X4 v So /3X4 �=t ��1 ""0111111111111111111k: IIIIH0310(") "' 1114X10(••)A =4X8liall , 01911" ...... ry T ► 1113X4('•) N J 0 1 3X4(")/4 =4X4 1811" 7 12 3'5"2 57"15 3'1153' 3'3"8 5„II 3'10"10 I 9'1"9 I 12'3"8 I 15'3"8 I 18'7" 1 L.'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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.173 C 999 240 A 626 /169 /271 /- /147 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.345 C 645 223 0 608 /184 /247 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.134 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.266 J - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:22.65 ft Code/Misc Criteria Creep Factor:1.5 0 Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.543 Bearings A&0 Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.731 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.344 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 646 -1547 E-F 526 -1106 Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 648-1454 F-G 766 -1667 Lumber C-D 742 -1312 G-H 449 -967 Value Set:13B(Effective 6/1/2013) D-E 699 -1292 H-I 461 -1023 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. :Lt Slider 2x8 SP#1:BLOCK LENGTH= 2.623' A-N 1179 -496 L-J 49 -21 :Rt Slider 2x8 SP#1:BLOCK LENGTH= 1.500' N-M 677 -196 J-I 863 375 Lumber value set"13B"uses design values M-K 1586 -675 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp.(")8 late(s)require special positioning.Refer to scaled plate plot details for special positioning N-C 174 -32 F-K 273 -108 requirements. N-D 574 -384 K-L 49 -2 D-M 904 -490 K-J 864 -376 Purlins E-M 334 -502 K-G 732 -311 In lieu of structural panels or rigid ceiling use purlins M-F 336 -647 J-G 194 -367 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 18.58 BC 51 0.00 3.89 BC 102 3.89 12.40 BC 74 12.44 18.58 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 6-5-10. NOTES: f' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (jf1t) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer %q*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 T rueHouse PE Noel 0839zlowski PE No. 8544son Derek BPE No 714u57y Adam K PE No.o. 776s9311 G APEX 66806 Ply:1 SEQN:17758/T21/COMN MURRAY RESIDENCE Qty: 8 FROM: DRW: T15 Wgt:121.8 lbs ... / ... 09/27/17 40"6 7'3"8 811"13 11'1" 14'8"4 18'7" I" I4,0'.6 3.3..2 I 1'8.'5 I 2'1"3 I 37,.4 I 3'10.'12 0 III4X5(") ois„,,,, E 34X8(") 2 4 12 ,,p,„F$3X4 9 V 113X4 CI o i C'ts3X4 in 3X4 B /� .�. ' libli....7:3X4 ivT N 6X12(") 4L_ _1114X10(")A -4X8 . ct)19'11" `.J T iiie 1113X4(") J -'-O I 03X4(")/4 =4X4 18'11" 7 12 3'5"2 5'2"151'11"7 3'7"4 3'10"12 • I• 3'10'10 + 9'1"9 + 11'1" "I" 14'8.'4 _F 18'7" 5.. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.172 C 999 240 A 626 /265 /271 /- /147 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.342 C 652 223 0 608 /282 /247 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.131 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C • HORZ(TL): 0.260 J - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:22.65 ft Code I Misc Criteria Creep Factor:1.5 0 Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.543 Bearings A&0 Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.670 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)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 671 -1546 E-F 545 -1098 Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 669 -1453 F-G 689 -1457 Lumber C-D 769 -1311 G-H 483 -1008 Value Set:13B(Effective 6/1/2013) D-E 682-1272 H-1 496 -1064 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. :Lt Slider 2x8 SP#1:BLOCK LENGTH= 2.623' A-N 1178 -530 L-J 43 -18 :Rt Slider 2x8 SP#1:BLOCK LENGTH= 1.500' N-M 678 -210 J-I 906 -410 Lumber value set"13B"uses design values M-K 1372 -572 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. (")7 plate(s)require special positioning.Refer to scaled plate plot details for special positioning N-C 174 -32 F-K 286 -123 requirements. N-D 571 -415 K-L 54 0 Purlins D-M 881 -471 K-J 899 -408 E-M 273 -427 K-G 476 -189 In lieu of structural panels or rigid ceiling use purlins M-F 286 -526 J-G 185 -311 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 18.58 BC 51 0.00 3.89 BC 88 3.89 11.19 BC 88 11.23 18.58 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 6-5-10. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. TH 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fiV\ !��7�_+' Adam K APEX 1 i ueHouse PE Michael 0 3o�zlowskiJeffrey P PE No. 8544son PE No.71457y Russell PE No 77693 66806 Ply:1 SEQN:17459/T40/COMN MURRAY RESIDENCE Qty:4 FROM: DRW: T16 Wgt:16.8 lbs ... / ... 09/27/17 2'5"8 4'11" I- I2'5"8 2'5"8 12 3 B4X4 °' =3X4(B1)A C=3X4(B1) T - I i- 0 10'1"2 -<--- D ?r E III3X4 4'11" A4'11" J 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): 0.004 B 999 240 A 158 /50 /63 /- /5 /7.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.007 B 999 180 E 158 /50 /63 /- /- /7.2 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C , HORZ(TL): 0.002 D - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.050 Bearings A&C Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.074 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.020 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 189 -217 B-C 189 -217 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 A-D 195 -157 D-C 195 -157 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 B-D 52 -6 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 56 0.15 4.77 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 1-1-9. 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. �/� (1111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /g- \ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse E No Michael 60839 1owski Jeffrey No. 854gson PE No Murray1457PE No Russell APEX 66806 Ply:1 SEON:17461/T47/VAL MURRAY RESIDENCE Qty: 1 FROM: DRW: V01 Wgt:58.8 lbs ... / ... 09/27/17 20"14I 122'1'12 1'7"11I 3'4"14 I 4'8"14 I 6'0"14 I 7'4"14 I 8'8"14 I 10'0"14 I 11'8"9 I5" 5" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 1711 Em-4X4 D F 12 9V C G o "3X4(") Milli I,, =3X4(..) -� -AAI 0 1610"11 Q • 0 N M L K J 5"3 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 1711 f5"3 1,7,,11 I 3'4"14 I 4'8"14 I 6'0"14 I 7'4"14 I 8'8"14 I 10'0"14 I 11'8"9 I5„ 2'0"14 I 112 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 P 999 240 Q* 115 /20 /26 /- /9 /145 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 P 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 C - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):-0.002 D - - Bearing A Fcperp=565psi. NCBCLL: 10.00 Mean Height:19.15 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.090 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.070 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.050 A-B 44 -61 E-F 111 -61 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 33 -65 F-G 66 -56 GCpi:0.18 Plate Type(s): C-D 47 -54 G-H 71 -77 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 D-E 111 -61 H-I 84 -97 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) See DWGS A14030ENC101014&GBLLETIN1014 for Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 gable wind bracing and other requirements. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#3 See DWG VAL160101014 for valley details. A-P 67 -37 M-L 82 -45 Webs 2x4 SP#3 The overall height of this truss excluding overhang is P-0 74 41 L-K 79 46 Lumber value set"136"uses design values 4-2-13. 0-N 79 -44 K-J 74 -46 approved 1/30/2013 by ALSC N-M 82 -45 J-I 67 -47 Plating Notes Maximum Web Forces Per Ply(lbs) All plates are 3X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning B-P 72 -153 J-H 72 153 requirements. E-M 13 -144 Purlins Maximum Gable Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Gables Tens.Comp. Gables Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) C-0 88 -155 L-F 96 -183 TC 24 0.15 11.14 D-N 96 -183 K-G 88 -155 BC 75 0.00 11.29 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. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (ITI'FI) 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 �y� APEX .L l ueHouse PE No Michael 0839Kozlowski Jeffrey No. 854gson PE No 71457y RussellAdam K PE No 77693