The URL can be used to link to this page

1662 MARITIME OAK DR - OLD TRUSSES I& IllillidellilliN RIVERSIDE HOMES OFFICE COPY SUBDIVISION: Atlantic Beach Country Club LOT NUMBER: 125 MODEL: SnataRosaA7TlexpC —1-----6'5- 1-----6.5 I 24'8"8 I-2'-I 6'2"8---1 DESIGNED/CHECKED: EAC O 0 I,-CO CO O N 9 9 i, % ' (1 1 1 'J05 J05 0 � TR E R S S ,n o 06 �= �� _ A 0111111011 OR O L I � N n •"J08 O i= H : CV 0 1, a LL J ••.J08 1- 1 L O .• Q N ° O H Z A'1111'Pit ( ° ° , 'r 0 a s 4: LL LL LL L! J a " . — •J08 ��io:; °..,. N N N NN TECHNOLOGY c !a..' Fes-, ' 7. H r7- -J08 °- o ttt . . a x x 1 Jos This drawing is not sufficient o alone for installation. - J10 Additional instructions 0 �� n w: —J11 accompanying this drawing,■I LL o'1 0 0 0 0 l" including BCSI-B1, should be LL LL LL LL - LL LL LL LL LL LL LL -J17 used in conjunction with the o - " architectural and structural LL LL I LL •••J11 FC.05 l - plans during installation. If �r}1Oefs-z " -211 BCSI-B1 has not been• 0 _2 2' v2• z- —J11 shipped to the site with the I I= I I I I I I I I I I I 11 F H l components shown on this N 1 i/2"LEDGES —J„ page, please contact Apex o" ',8_�LL ••3111 Technology for a free copy. 1 LL I " "" +J o Permanent bracing for the building,including bracing to J00 resist wind, seismic,or other " 1 E 1 1 1 t 1 1 ` 1 a -1-- lateral forces,and permanent 2 2 2,ri 2 2 2 2 2 2 2 2 ' 0 1'1 t-s bracing for all structural II I " '--- ` element is the responsibility of VI= t ilii, •er of Record for th- tic u •r the building d- •igriir�?der SI/TP) 1- zrtU°a I �" �' '20�2 Chapter 2 �.? ATt11NG • •: • ", W.r. • : w_•.. , • ,1$•••': 1 i" . 1 r 1,,', t.7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE , FL, 32224-904 821.5200 X11-25-2016 `�-I 14'6" —I 21'5"8 I 16'11' 1 O N F M <•.; N P C W ,_Q H LL H I- I- H I- I I --1 X 1 I I I ) 2'4' CE01- --- "-"-" -.. IGE02 T10+' -+ U=489t+ I T10- U=4891 T10- U=489A T10In■ U=489A ?' 6- T10•-• _- ". , U=489,' T10■■•- U=489t1 N N N N N U=489 H H H A _ b HTIA6"2„ ,. _1 1L2 II r PI D r T10^ U=489• co OrFG07 N N t d O Q Q Q 4U=489 r 1 F=- F=- _ T11 J06-®��. J _�I Z •z 02T ,I O O o F w U II .- j ,LL LL LL LL LL LL 03T D x N,� O �.' LLO Z .047 I � ~ j' a �2.--2'-1-2-1-2-1_2► z j Z +io 11 O O J i o LL o ao 'I'' O 1 p O i C7 '-3?' O io Z z 0!i.02T Pd! Cr l• w o : z o' � a 1 f 1 1 1 J05 I <°c q Z n Z r°� i� M rNi ••. r = 1 1 1 1 W 1 H F H H F H 0 N M N N CI N N N N Q (N (N N • O O F F H H H N H H F F H I 28'6" I 12'10" I 93'8'8 _ ALL EXTERIOR WALLS HELD BACK 1!2'FOR SF APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA N RIVERSIDE HOMES OFFICE COPY SUBDIVISION: Atlantic Beach Country Club LOT NUMBER: 125 MODEL: SnataRosaA7TlexpC DESIGNED/CHECKED: EAC TRUETRUSS A DIMON OR I €TRUEHOUS1 21'7"8 I , O O O O co o O H F F F- H -, -, 1.4• °°2 ME 11111PF41 J03 At' lliiPlirE/ ( -' 4 I JJ003 1 M c T E C H N O L O G Y Illisi.:32 N N This drawing is not sufficient alone for installation. ---■II—C 111■• — N Additional instructions O O . accompanying this drawing, including BCSI-B1, should be b, used in conjunction with the architectural and structural plans during installation. If BCSI-B1 has not been — — shipped to the site with the components shown on this 218, I page, please contact Apex I Technology for a free copy. r.:; Permanent bracing for the building, including bracing to resist wind, seismic, or other lateral forces,and permanent bracing for all structural elements, is the responsibility of the En •-er of Record for Nt4914tr ture o he building ,.0% -,deSi. -r- 4 .I/TPI 1- ,,.•4. ,$ . .:. r 2.*- • • r r, , $ I • 111.... ..,, yy ).7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL,32224-904.821.5200 ii, SS S S I{ 1 -'LO16 M.or-Iwttl•�`. I 46'2 17'1-8 ( 7'5' I 1.4^ 0 0 0 0 o m 0 0 0 0 0 0 0 0 �- H 1+ F- F- f� F- H F�F- F- I- 1 P I n 1 1� —I w I I I I i I J01 - n n CI JO' ww D D J03 ' J04'•` 1`T • J04— N -i/ " ° J04 N J04 N cn I co u> J D r HTU26 l J04 '.• J04 J03+ J03 J02 ,n J02 co J01 , J01 -- I f ► 1 N -' , N O O O O O O I 24 6° I 46'2° ALL EXTERIOR WALLS HELD BACK 112'FOR SHEA APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.. A FLORIDA CORPORATION FBPE CA N Riverside Homes Site Information Atlantic Beach Country Club 125 Duval OFFICE COPY Structural Engineer of Record Derek B. Murray PE No. 71457 4745 Sutton Park Court,Suite 402 eAirPEIPAX\ Jacksonville, FL 32224 T E C H N O L O G Y WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 130 MPH(3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2014 Residential/TPI-2007 Design Program:ITW VIEW v1.00.00 This Package inlcudes 79 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID 1 TRS ID DATE 1 ABCC125 F01 1/25/2016 31 ABCC125 J02T 1/25/2016 61 ABCC125 T17 1/25/2016 2 ABCC125 F02 1/25/2016 32 ABCC125 J03 1/25/2016 62 ABCC125 T18 1/25/2016 3 ABCC125 F03 1/25/2016 33 ABCC125 J03T 1/25/2016 63 ABCC125 T19 1/25/2016 4 ABCC125 F04 1/25/2016 34 ABCC125 J04 1/25/2016 64 ABCC125 120 1/25/2016 5 ABCC125 F05 1125/2016 35 ABCC125 J04T 1/25/2016 65 ABCC125 T21 1/25/2016 6 ABCC125 FG01 1/25/2016 36 ABCC125 J05 1/25/2016 66 ABCC125 122 1/25/2016 7 ABCC125 FG02 1/25/2016 37 ABCC125 J06 1/25/2016 67 ABCC125 T23 1/25/2016 8 ABCC125 FG03 1/25/2016 38 ABCC125 J07 1/25/2016 68 ABCC125 T24 1/25/2016 9 ABCC125 FGO4 1/25/2016 39 ABCC125 J08 1/25/2016 69 ABCC125 125 1/25/2016 10 ABCC125 FG05 1/25/2016 40 ABCC125 J09 1/25/2016 70 ABCC125 T26 1/25/2016 11 ABCC125 FGE01 1/25/2016 41 ABCC125 J10 1/25/2016 71 ABCC125 T26D 1/25/2016 12 ABCC125 FGE02 1/25/2016 42 ABCC125 J11 1/25/2016 72 ABCC125 127 1/25/2016 13 ABCC125 FGE03 1/25/2016 43 ABCC125 PB01 1/25/2016 73 ABCC125 T28 1/25/2016 14 ABCC125 FT01 1/25/2016 44 ABCC125 101 1/25/2016 74 ABCC125 T29 1/25/2016 15 ABCC125 FT02 1/25/2016 45 ABCC125 102 1/25/2016 75 ABCC125 130 1/25/2016 16 ABCC125 FT03 1/25/2016 46 A8CC125 103 1/25/2016 76 ABCC125 T31 1/25/2016 17 ABCC125 FT04 1/25/2016 47 ABCC125 104 1/25/2016 77 ABCC125 T32 1/25/2016 18 ABCC125 FT05 1/25/2016 48 ABCC125 105 1/25/2016 78 ABCC125 T33 1/25/2016 19 ABCC125 FT06 1/25/2016 49 ABCC125 106 1/25/2016 79 ABCC125 T34 1/25/2016 20 ABCC125 GE01 1/25/2016 50 ABCC125 _ T07 1/25/2016 21 ABCC125 GE02 1/25/2016 51 ABCC125 108 1/25/2016 22 ABCC125 GE03 1/25/2016 52 ABCC125 109 1/25/2016 23 ABCC125 HJ01 1/25/2016 53 ABCC125 T10 1/25/2016 OFFICE C 0 PY 24 ABCC125 HJO2 1/25/2016 54 ABCC125 T11 1/25/2016 25 ABCC125 HJO3 1/25/2016 55 ABCC125 T12 1/25/2016 26 ABCC125 HJO3A 1/25/2016 56 ABCC125 T13 1/25/2016 27 ABCC125 HJO3T 1/25/2016 57 ABCC125 T14 1/25/2016 28 ABCC125 HJ04 1/25/2016 58 ABCC125 T15 1/25/2016 i��11a ��r�/f .Q' 29 ABCC125 J01 1/25/2016 59 ABCC125 T150 1/25/2016 4��*.�c�, MLi �� •. . f 30 ABCC125 J02 1/25/2016 60 ABCC125 116 1/25/2016 •.* 6<'...•E \ .E N S�••'Y1.. y; • No 7'4157 •i :. Apex Technology *. • * Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.7547-V 45 • Sutton Park Court.Suite 402 Jacksonville.Fl.32224(904)821-5200 .-?1,11 _ The seal on this index sheet indicates acceptance of professional en®neering responsibility solely for the Truss Design Drawings listed a"�iov : 'TA c •,(v and attached.The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer.per ANSI 5A;• Q,•:� ,. 2002 Section 2 'j, �•• •r \'.• c\i -^. With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15.23.002(2)and 61G15-6, . t+ ••• a .:r 31.003 of the Florida Board of Professional Engineers ri/,/��O N t11.)(25- L6 4 Job#ABCC125 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 45.00 0.00 3 84.32 32.00 4 03'00"00 J02T JACK 7.00/12 Pitch 1-Ply 1 99.32 0.00 2 19.25 16.00 3 80.07 51.00 9 05'00"00 J03 JACK 0.00/12 Pitch 1-Ply 1 165.52 112.00 2 75.00 0.00 3 140.52 54.00 4 05'00"00 J03T JACK 7.00/12 Pitch 1 -Ply 1 165.52 0.00 2 48.23 6.00 3 136.76 93.00 7 07'00"00 J04 EJACK 7.00/12 Pitch 1-Ply 1 231.73 43.00 2 100.87 4.00 3 178.48 171.00 4 07'00"00 J04T EJACK 7.00/12 Pitch 1-Ply 1 231.73 6.00 2 79.72 4.00 3 188.07 127.00 8 01'00"00 J05 JACK 7.00/12 Pitch 1-Ply 1 33.11 13.00 2 15.00 0.00 3 28.11 8.00 4 03'00"00 J06 JACK 7.00/12 Pitch 1 -Ply 1 99.32 45.00 2 45.00 0.00 3 84.32 22.00 4 05'00"00 J07 JACK 7.00/12 Pitch 1 -Ply 1 165.52 76.00 2 75.00 0.00 3 140.52 35.00 8 07'00"00 J08 EJACK 7.00/12 Pitch 1 -Ply 1 243.16 108.00 2 105.00 0.00 3 196.73 49.00 4 01'00"00 J09 JACK 3.00/12 Pitch 1 -Ply 1 32.22 11.00 2 15.00 0.00 3 27.22 13.00 4 03'00"00 J10 JACK 3.00/12 Pitch 1 -Ply 1 96.65 34.00 2 45.00 0.00 3 81.65 37.00 7 05'00"00 J11 JACK 3.00/12 Pitch 1 -Ply 1 165.93 58.00 2 71.66 0.00 3 136.08 62.00 1 03'03"15 PB01 MONO 7.00/12 Pitch 1 -Ply 1 21.20 9.00 2 149.26 26.00 3 21.20 8.00 1 2210"00 T01 HIPS 0.00/12 Pitch 1-Ply 1 2367.79 955.00 2 2111.32 910.00 2 2210"00 T02 HIPS 0.00/12 Pitch 1 -Ply 1 755.87 166.00 2 755.87 166.00 2 22'10"00 T03 HIPS 0.00/12 Pitch 1 -Ply 1 823.96 154.00 2 824.46 154.00 1 22'10"00 T04 COMN 0.00/12 Pitch 1 -Ply 1 823.96 161.00 2 824.46 161.00 1 22'10"00 T05 HIPS 7.00/12 Pitch 1 -Ply 1 1304.41 526.00 2 1765.57 662.00 Page 2 of 4 • Job#ABCC125 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 17'05"00 T28 HIPM 7.00/12 Pitch 1 -Ply 1 1018.60 63.00 2 653.11 185.00 1 17'05"00 T29 HIPM 7.00/12 Pitch 1 -Ply 1 583.14 43.00 2 653.31 184.00 1 15'05"00 T30 HIPM 7.00/12 Pitch 1 -Ply 1 560.08 10.00 2 660.62 185.00 1 15'05"00 T31 HIPM 7.00/12 Pitch 1-Ply 1 547.63 0.00 2 571.91 168.00 4 15'05"00 T32 SPEC 7.00/12 Pitch 1 -Ply 1 547.72 0.00 2 586.31 186.00 11 0611"00 T33 MONO 3.00/12 Pitch 1-Ply 1 222.82 61.00 2 222.82 82.00 1 20'11"00 T34 HIPS 3.00/12 Pitch 2-Ply 1 1439.92 354.00 2 1439.92 354.00 WOODFLOOR QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 3 22'07"00 F01 SY42 0.00/12 Pitch 1 -Ply 1 1228.28 0.00 2 1243.38 0.00 4 2210"00 F02 SY42 0.00/12 Pitch 1-Ply 1 1243.33 0.00 2 1243.33 0.00 2 12'09"00 F03 SY42 0.00/12 Pitch 1-Ply 1 687.41 0.00 2 702.59 0.00 2 13'00"08 F04 SY42 0.00/12 Pitch 1-Ply 1 704.79 0.00 2 704.79 0.00 10 1310"00 F05 SY42 0.00/12 Pitch 1-Ply 1 748.33 0.00 2 748.33 0.00 1 16'11"08 FGE01 SY42GABL 0.00/12 Pitch 1-Ply 1 1840.42 0.00 1 09'00"00 FGE02 SY42GABL 0.00/12 Pitch 1-Ply 1 943.95 0.00 2 21.05 0.00 1 1310"00 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 74.08 0.00 2 1348.50 0.00 3 74.08 0.00 Total of Trusses 210 Maximun Height 11'09"02 Page 4 of 4 / g 9' 8 - 120-. ii 4 .. WM C D is 0 0 Z D co co >T Z �) _ 3"TYP m m o a C 3-8 7" -+y C CO' C C Z (n II D (I) m (I) m y� , » m m co i< 0 < 3»8 W 0 C� 0 n �J h. oo -0 —1 of -0 --1 Ar§ c ,. I m/ 0 r < cfl O O \ 1 N O O >C1 pZ / Dmm � ZiZ z Z �R W (n � _ N o ._ Ø, .. / D xm> D T T N w X z r W ) (/g§ C n O * H Z w � Z �0 O mHm -' m0 , m0 _ (n MU) x z x ZN m m a m Oc,, N p (n N 0 (n og :L) Coo D O � D O � �g m0 0r --I G) I . m °'- D °= D m m 03 W g> / 0 W � O W o o / n mn n mn gi' / — * m * m gb I w � oG� c� m m m mDO W 03 z`" 0° /I (. D (ncoz 22 -cl0G) rz g Ozzmm g - z 0 m n I, (I) D 54 WOZO --1 0 co ' -<m yx g M m m C m 0 (7zrmr= T' � 0Z m (n > W CwzO r0 n r m 0) H (n (I) r m C cn(n –1 °w prn0r � W 111 W m o ( �G) D N - r n o ice (n ooU -1 ou _I N A 0 7) < = H — , o < 0 N O' ` = om 0 z(/) mDrz z o N 0o z m � ° N v D 0 I +oi z = c D N D * D N Nor m cn 0) r m c� H z w H Z m 0 m 0 � .�.�,., = z - z x m N X m N m .\\.. D N C N C O n CO D m D O 7° \ m 0 --I 0 H O m rn rn zi mz � co � W O D W O m n O m n f— M O .� D mm mm X # 2 co co G7 §X - 73i m I 00 m j � . } mK o _ \\ \ } _\ `� § �\ L. m $ 0 0 § -0 wE \ \Zc �k � \ \ � � \ tI* kok ® § � � a o a ®ao "0q\ a = o i m E 4 o> / §/ § - \ k / o■�A eo� � .. mqt §t X3} % E o $ og III $ -0 0 o E g3P c 33 x 42 = � rz { § E §9 » L mQ> 0 $ 7— § g = am /�e 02m / XCK ( II o $ �� > X -0 j- � 2 / d \ w • > > > q � d § $ / f / ) j / { — \\ 22/ c » 9 / ? ) § 0 � i- / mw }r ¥© / \ � � \ 0r ¥ % w0 r 0cr c4 > > i ft � 4 \ / � � \ 7:1 CO Z° ® ® _ r o 0 > Z \§ \ Co� / \ \ -I \ I� 0 °w 2 / 0 _ � \\ � \\ � � \ ■ 2� / 0 - 77 - > * . Pz D ) j\ / \\ 0 > k K�O %$ \ § \j } ,{ _ zmq / m o \ ` � m 2/ \% _ § 3 r \/ m\ � � s { 0o rn °To f /E , ^ o g / zmf O 2 - \ Z ? } § 7$ I � m * � I §q 2 / CO § / M H H rnf / X c • -1D 2 0 mm zx T~■ c)<., r---- - D20 Z o I n ZN T o� m y _"Z = "_ m o, 1l > 0 rn m n / � d O . _1 rn N° X 1- A � wo / m-< -I (n N rn Q -I rn Z O> �7 �l > o (I) m Cn D rn �� r U) p0 rnZ °� p rn = D o o H H F- al O 0 i 0 X 0 \ �a) D = T U) H w , - H a P. x (n S > rn� 73 O > a a rn U) (n rn >° p N Z rn (n �l rn D 00 fl XX Dn 0 (_n D/rn rn 03 O r S A. c,„ - rn / r \\ 7 mm 00 73 ?D C Z <p (/) zi' o) 9S n(,c Oy z 5Z 2›.0, DF C n y0 m C'3 (.1,:-4 \\ / Ow m / wrn 5� T n,co.. IL g r <, p mO O o Z X< 70 0 0 0 mR -I ."1111q‘ --.... C)m T N') i3 0Z C m �N ,- � / (n a ° D `-H = - rn XO cn N 0 p FO' Z Q'j > rn 0 N Ni (n d n d/ -13 Q /-I T 8 i 0 73 D m rn D n • o o =/ z D p + z (/1 m —1 _"):311111111111 m D 0 N) _ N MD Q O Z M m I- m o c-) H \\ 7 G) X O z () ■ ti> V m m zX < 0) 0 > > CO -I m = m -1 < 1- 4, D = z _1 � m o m m o W,~ CO � x) - 2 -1 o, m > z O : N■■z D ZO . . N m D cn Q W es Ill+i�� a� cn (n lil•�i�i i o� ZOm (BCD m '• ► -I - NZ � WO nW � z _ -I m > o z m = G) Ioow1 Q ) � V/ zo � mmO 1:—:' \ 2izz O cn H I � D H O > mOm �7 H m n o> C7x Z < � C n m y m (n ,n m m = cn I. •OD Xx m � � CI) Z• A= = Z co W 1•-1'1 r J -,O 0 mDcmn co N co � � mm . mm X N >-< m c ,- o D 07 mz c He Cn m n1> m0 mmm fl � U5 / io O - z ,ZWjO • • ' 0 H • Z .� -""I Zp � z °- moo ; om = O� m m O D CD 7j °o � O Z D • zm --I • 20 m Z !-Al 1 - * m () H / ego • m0 IT1 -� .Z zw =A Em / � � < -1 'n m03 cnH = W _1 c� / m = om mm m O om � Z v �] D -1.' DP =I cn0 D D Z > 0 , � � •• CD r n 0 2-4-4 0 ---1 a T � r - Q •D C -< 0 0 = os Z m U) Z- o z /)D, D ^ C7 N 0) a / 0 CD o f O Z D 1:-1� •_: ice. D x = O zo z c01- IIA • .. Z O • -< - 71 N TI O DW a D O H=p O 0 m p > � D m C —{� m � m r O - / � =. Z •• = D O m u z z D O O O m m / m mm Z * O T rn i ABCC125 Ply:1 SEAN:17491/T21/SY42 SantaRosaA7TlexpC Qty:4 FROM: DRW: F02 Wgt:126.0 lbs ... / ... 01/25/16 10'4"8 12'5"8 22'10" I 10.4"8 I 2'1" I 10,4"8 I (TYP) g C p =3XF3(10] I L T 2'2 Z A =-4X5 31 °4X4 =3X3 W= X4 G H =3)_3 151 =1_X3 =4X4 =4X5 221 M N 1 .-.VI VI-,•-, - -\._.. . 10'1.2 4X5[4] =4X4 w 3X3 =3X3(11) =3X3[14] =3X3 =4X4 w 4X5[21] Y X W V U T S R 0 P 0 =4X5 W=H0310 =4X5 • 22'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.391 G 685 360 Y 1243 /- /- /- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.612 G 437 357 0 1243 /- /- I- I- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.068 B - - Y Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.106 B - - 0 Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Y&0 Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.620 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.853 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.595 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 G-H 0 -4413 I:NA GCpi:NA Plate Type(s): B-C 0-1746 H-I 0 -4407 Wind Duration:NA WAVE,HS VIEW Ver:15.02.000.1217.15 C-D 0-3070 I-J 0 -3940 Lumber End Vertical Attachment D-E 0-3940 J-K 0 -3070 0 Value Set:138(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F-F 0-4447 K-L 1 -1746 Top chord 4x2 SP#2:T2 4x2 SP M-30: using(3)qty.10d box or(0.128"x3"min)gun nails,or F-G 0 -4407 L-M 1 0 Bot chord 4x2 SP M-30 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(Ibs) Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values narrow face. approved 1/30/2013 by ALSC Y-X 958 0 T-S 4250 0 Additional Notes X-W 2511 0 S-R 4250 0 Plating Notes +2x6 continuous strongback.See detail W-V 3609 0 R-Q 3609 0 All plates are 2X4 except as noted. STRBRIBR1014 for bracing and bridging V-U 4252 0 0-P 2511 0 recommendations. U-T 4413 0 P-0 958 0 Plate Shift Table Truss must be installed as shown with top chord up. JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Ply(Ibs) No Size Shift Bite No Size Shift Bite The overall height of this truss excluding overhang is [3] 4X5 2.25 L 1.25 [4] 4X5 2.75 L 1.25 1'841 Webs Tens.Comp. Webs Tens. Comp. [10] 3X3 1.25 L 1.25 [11] 3X3 1.25 R 1.25 Z-Y 0 -7 H-T 45 -351 [14] 3X3 1.25 L 1.25 [15] 3X3 1.25 R 1.25 A-Y 0 -41 T-I 631 -177 [21] 4X5 2.75 R 1.25 [22] 4X5 2.25 R 1.25 Y-B 0-1523 I-R 0 -507 Purlins B-X 1250 0 R-J 525 0 X-C 0-1216 J-Q 0 -857 In lieu of structural panels or rigid ceiling use purtins C-W 887 0 Q-K 887 0 to laterally brace chords as follows: W-D 0 -856 K-P 0 -1215 Chord Spacing(in oc) Start(ft) End(ft) D-V 526 0 P-L 1250 0 TC 24 0.25 22.58 BC 120 0.25 22.58 V-F 0 -509 L-0 0 -1523 Apply purlins to any chords above or below fillers F-U 629 -178 M-O 0 42 at 24"OC unless shown otherwise above. U-G 47 -349 0-N 0 -7 Camber Max JT VERT DEFL:LL:0.39"DL:0.30".See detail DEFLCAMB1014 for camber recommendations. NOTES: , 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 VATS E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No 71457 ABCC125 Ply:1 SEQN:17493/T25/SY42 SantaRosaA7TlexpC Qty: 2 FROM: DRW: F04 Wgt:72.8 lbs / ... 01/25/16 5'4"8 7'8" 13'0"8 5'4"8 I 2,3"8 I 5'4"8 '{ 'f^_2'6.. I- 2712-I H-2,6..12-I f (TYP) 11112(3 m 314[3] 1IIX3 Ill X3 °3X4[8] IIIF]X3 Irs L •• •• G io 1 X - 101"2 ':K =3X3[4] 3X3[7] 4X5 J w_4X5 H 1 1378 ---i I 13'0"8 -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.121 C 999 360 K 705 I- I- l- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.237 C 634 240 H 705 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(TL): 0.030 B - - K Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.058 B - - H Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings K&H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.706 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.657 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.310 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 -1377 I:NA GCpi:NA Plate Type(s): , B-C 0-1377 E-F 1 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-1387 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Chord s Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 recommendations. K-J 920 0 I-H 920 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. J-I 1387 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(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord L-K 0 -10 D-I 0 -241 No Size Shift Bite No Size Shift Bite A-K 0 -105 I-E 602 0 [3] 3X4 2.25 L 1.25 [4] 3X3 1.25 R 1.25 K-B 0-1082 E-H 0 -1082 [7] 3X3 1.25 L 1.25 [8] 3X4 2.25 R 1.25 B-J 602 0 F-H 0 -105 J-C 0 -241 H-G 0 -10 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 12.79 BC 120 0.25 12.79 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum).1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC125 Ply:2 SEON:17389 I T54/MONO SantaRosaA7TlexpC Qty: 1 FROM: DRW: FG01 Wgt:95.2 lbs ... / ... 01/26/16 2'3"7 I 4 5 13 I 7 2'3"7 2'2"7 2'6"3 A=6X10 1112B X4 °C 8 -6X8 D T 0 L____ .zo 7-----,...... ________.".1---":„..---- _______ -----...,....----_ I7 10'1"2 G F 1114X5 E 6X12(1) =6X8 p14X5 2'3"7 I 2'7"15 I 2'0"1 1 2'3"7 4'11"5 7' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.033 B 999 240 H 4208 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.055 B 999 180 E 3784 /- I- l- l- I- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 A - - H Min Brg Width Req= 2.2 Des Ld: 55.00 EXP:NA HORZ(TL): 0.010 A - - E Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.278 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.401 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.851 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)110(0) Mfg Specified Camber: A-B 0-2725 C-D 0 -2424 I:NA GCpi:NA Plate Type(s): B-C 0-2725 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x6 SP SS Dense to laterally brace chords as follows: H-G 61 0 F-E 48 0 Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Webs 2x6 SP#2:W2,W6 2x4 SP#2: TC 24 0.00 7.00 G-F 2842 0 :W4 2x4 SP#3: BC 84 0.00 7.00 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. A-H 0-1895 C-F 0 -1179 Nailnote A-G 3014 0 F-D 2756 0 Nail Schedule:0.131"x3",min.nails Additional Notes B-G 0-1041 D-E 0 -1771 Top Chord:2 Rows @ 3.50"o.c.(Each Row) G-C 0 -148 Bot Chord:1 Row @ 5.00"o.c. Truss must be installed as shown with top chord up. Webs :1 Row @ 4"o.c. The overall height of this truss excluding overhang is Use equal spacing between rows and stagger nails 1-8-0. in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 350 plf at 0.00 to 350 plf at 7.00 BC-From 10 plf at 0.00 to 10 plf at 7.00 TC-1228 lb Conc.Load at 1.23,3.23,5.23 BC- 596 lb Conc.Load at 1.23,3.23,5.23 Plating Notes (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance.and/or zero Positioning Tolerance. Plates sized for a minimum of 4.00 sq.in./piece. Hangers I Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 frIV\ PE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray InarEEEME PE No.60839 PE No 58544 PE No.71457 ABCC125 Ply:2 SEQN:17519/T39/HIPS SantaRosaA7TlexpC Qty: 1 FROM: DRW: FG03 Wgt:292.6 lbs .. / ... 01/25/16 7' 1410-8 2110'8 I I 7' 7'10-8 ( 7' 112X40 - •4X10 55X7(SRS) I B CC 2 , � Ii _ nn _ 010 -2 rNX4 7' v4X5 3, El4X4 4,T, m415 B2 77.8 • E 1 7• I 10' I 147- I 21'10'8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSI Criteria •Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw I Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.052 H 999 262 I 2266 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.084 H 999 262 E 1676 1- /- I- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.023 D - - I Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.036 D - - E Min Brg Width Req= - NCBCLL: W.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.975 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.473 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.799 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-1626 C-D 72 -110 I:NA GCpi:NA Plate Type(s): B-C 0 -970 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use puffins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 to laterally brace chords as follows: I-H 201 0 G-F 1331 0 Bot chord 2x6 SP#2:6 Chord Spacing(in oc) Start(ft) End(ft) 2x6 SP SS Dense: TC 24 0.00 21.88 H-G 1331 0 F-E 956 0 T Webs 2x4 SP#3:W1 2x6 SP#2: TC 120 0.00 21.88 Lumber value set"13B"uses design values Apply puffins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nailnote Additional Notes A-I 0-1079 F-C 248 0 Nail Schedule:0.131"x3".min.nails Right end vertical not designed to be exposed to wind A-H 1138 0 C-E 0 -1169 Top Chord:1 Row @12.00"o.c. pressure. B-H 619 0 D-E 0 -143 Bot Chord:1 Row @12.00"o.c. B-F 8 -430 The overall height of this truss excluding overhang is Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails 9-4-13. in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.001 Plate Dur.Fac.=1.00) TC-From 103 plf at 0.00 to 103 plf at 7.00 TC-From 103 plf at 7.00 to 103 plf at 14.88 TC-From 103 plf at 14.88 to 103 plf at 21.88 BC-From 10 plf at 0.00 to 10 plf at 10.00 BC-From 10 plf at 10.00 to 10 plf at 21.88 BC-1467 lb Conc.Load at 6.54 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Hangers/Ties (J)Hanger Support Required.by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APE X 1I Michael G Kozlowski Jeffrey P Arneson Derek B Murray CECEITEECEE PE No.60839 PE No.58544 PE No 71457 it ABCC125 Ply:2 SEQN:17500/T45/FLAT SantaRosaA7TlexpC .Qty: 1 FROM: DRW: FG05 Wgt:54.6 lbs ... / ... 01/25/16 =4X5 1112X4 A B co ED10'1"2 II 2X4 417"4 =4X5 4171'4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.000 B 999 240 D 948 I- l- l- I- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 180 C 680 /- 1- /- I- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 C - - D Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 C - - C Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.088 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.848 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.247 Chords Tens.Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -41 I:NA GCpi:NA Plate Type(s): _ Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Purlins Chords Tens.Comp. Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins D-C 44 0 Top chord 2x6 SP#2 to laterally brace chords as follows: Bot chord 2x4 SP M-30 Chord Spacing(in oc) Starl(ft) End(ft) PI Maximum Web Forces Per Webs 2x4 SP#3 TC 24 0.00 4.60 y Ibs) Lumber value set"13B"uses design values A BC 55 0.00 4.60 Webs Tens.Comp. Webs Tens. Comp.above or below approved 1/30/2013 by ALSC at 24 OClunless shownrotherw se above. fillers A-D 0 -57 B-C 0 -58 The TC of this truss shall be braced with attached A-C 0 3 Nailnote spans at 24"OC in lieu of structural sheathing. Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @12.00"o.c. Hangers/lies Bot Chord:1 Row @ 4.25"o.c. Recommended hanger connections are based on Webs :1 Row @ 4"o.c. manufacturer tested capacities and calculations. Use equal spacing between rows and stagger nails in each row to avoid splitting. Conditions may exist that require different connections than indicated.Refer to manufacturer Special Loads publication for additional information. (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Bearing at location x=4'4"4 uses the following TC-From 50 plf at 0.00 to 50 plf at 4.60 support conditions: BC-From 5 plf at 0.00 to 5 plf at 4.60 Bearing C (4'4"4,10'1"2)HTU26-2 BC- 687 lb Conc.Load at 0.85,2.85 Supporting Member:(2)2x6 SP SS Dense (20)0.148"x3"nails into supporting Plating Notes member, Plates sized for a minimum of 4.00 s in.! iece. (14)0.148"x3"nails into supported q P member. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC125 Ply:1 SEQN:17496/T19/SY42 SantaRosaA7TlexpC Qty: 1 FROM: DRW: FGE02 Wgt:53.2 lbs .. / ... 01/25/16 I- 1'5"8 -- 1'4"--H (TYP) A B C D E F G H T R� �r i 12 �I i 1 ii i.7r if- r F. 0 10'1"2 III X2 4 P 0 N M L K 1112X4 r 9' A I- 9' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl!CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R I U I Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 Q• 111 /- /- /- /- /102 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 J 21 /- /- /- I- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 H - - Q Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 H - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings Q&J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.204 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.032 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 E-F 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 F-G 0 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0 0 G-H 0 0 Lumber Additional Notes D-E 0 0 Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#3 1-8-0. Webs 4x2 SP#3 0-P 0 0 M-L 0 0 Lumber value set"13B"uses design values P-0 0 0 L-K 0 0 approved 1/30/2013 by ALSC 0-N 0 0 K-J 0 0 N-M 0 0 Bracing Sheathing is required for any longitudinal(drag) Maximum Web Forces Per Ply(Ibs) forces.All connections to be designed by the building Webs Tens.Comp. Webs Tens. Comp. designer. Fasten rated sheathing to one face of this frame. R-0 0 -9 H-J 0 -13 A-0 0 -59 J-I 0 -8 Plating Notes All plates are 1X3 except as noted. Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins B P 0 -150 E-M 0 132 to laterally brace chords as follows: C-O 0 -129 F-L 0 138 Chord Spacing(in oc) Start(ft) End(ft) D-N 0 -134 G-K 0 -108 TC 24 0.13 8.63 BC 102 0.13 8.63 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 ei)wE , Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC125 Ply:3 SEON:17517/T76/MONO SantaRosaA7TlexpC Oty: 1 FROM: DRW: FT01 Wgt:480.9 lbs ... / ... 01/25/16 211-473 i 4.5.15 11711 17'6' 19'4'3 70'11 23'8'8 I 4'5'15 I 6'8.13 i 6'5.5 I 1.8-3 I 2rll •2x4E 12 7 p ,,xs c a 3 12 D .axe 1 \4X8(SRS)8 6X10F[DT-7'9'11 L .4X8 {T �� ; 1,�') r{� 4x8 F1 3-'3VA1)A - 1 E IE�� 1 - I u L� I 4 i0'rz 8X12 .5X5 .4X8 .iX8 4X� 4'4-3 57-13 7 -15I art zt-11 2'6.11 1 4'4'1 1 10' 41'0-15 17'6- I 18'9'11 I 21'10'5 1 13 • 236118.8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.220 E 999 280 A 1675 /248 I- l- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.480 E 585 280 I 4243 /245 /308 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.080 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.173 E - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.16 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.298 Bearings A&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.553 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.789 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/R7-:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 197 -1434 D-F 294 -5297 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 129-1146 F-G 204 -3655 Lumber Purlins C-E 19 -52 G-H 97 -1708 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use puffins Top chord 2x4 SP#2:T3 2x6 SP SS Dense: to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W4 2x4 SP M-30: TC 24 0.13 23.42 A-O 1378 -187 L-K 3942 -222 :W8,W10,W12 2x6 SP#2: • BC 120 0.02 23.42 O-N 1398 -191 K-J 2201 126 Apply puffins to any chords above or below fillers Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. N-M 1398 -191 J-I 25 -1 approved 1/30/2013 by ALSC M-L 5238 -291 Additional Notes Nailnote The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.131"x3",min.nails 9-5-11. Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @ 7.75"o.c. Bat Chord:1 Row @12.00"o.c. O-B 37 -193 L-F 1645 -87 Webs :1 Row @ 4"o.c. B-M 93 -437 F-K 50 -810 Repeat nailing as each layer is applied.Use equal M-C 1010 -51 K-G 1823 -98 spacing between rows and stagger nails in each row M-D 194 -4339 G-J 83 -1390 to avoid splitting. C-D 117 -1124 J-H 2072 -117 Special Loads D-E 22 -39 H-I 79 -1345 ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) D-L 81 -399 TC-From 54 plf at 0.00 to 54 plf at 4.49 TC-From 56 plf at 4.49 to 56 plf at 17.67 TC-From 304 plf at 17.67 to 304 plf at 23.54 BC-From 10 plf at 0.00 to 10 plf at 10.00 BC-From 10 plf at 10.00 to 10 plf at 23.54 BC-2909 lb Conc.Load at 17 79 Plating Notes Plates sized for a minimum of 4.00 sq in./piece. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904.821.5200 e,-.7E>, Michael G Kozlowski Jeffrey P Arneson Derek B Murray EIOEUZIOnaala PE No 60839 PE No 58544 PE No.71457 ABCC125 Ply:2 SEQN:17458/T78/SPEC SantaRosaA7TlexpC Qty: 1 FROM: DRW: FT03 Wgt:235.2 lbs ... / ... 01/25/16 I 26-12 I 4'5'15 i 166.11 18'4'181' ( 181'8 26'12 1'11'3 8'8"13 59'5 1'4'8 - 12540 7 12 17 /5x5 E I� E 3 12 v %4X8(SRS)D ['I '�H T T C 22X' l∎ ;� AX5(E13x4B ' i11 b _ 1 T _ �. M �• �∎ ��• i 010'1'2 .6X8 m4 -': ((� -X K J I 4 (-24' j 159'8 1 78-7 sun i 19B i l 22'888 I I 104-15 164' 18'1"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.019 E 999 240 L 722 /1678 /1732/- /341 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.023 G 999 185 I 758 /197 /559 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C -- HORZ(TL): 0.020 G - - L Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.322 Bearings L&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.484 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.367 Maximum Top Chord Forces Per Ply(Ibs) 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 176 -226 D-E 1129 -1271 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 192 -257 E-G 634 -679 Lumber Purlins C-D 374 -432 F-H 189 -490 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP#2 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP M-30 Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 TC 24 0.00 18.13 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.774' BC 120 0.00 18.13 A-L 108 80 K-J 826 602 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers L-K 839 -862 J-I 184 182 9 at 24"OC unless shown otherwise above. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Nailnote Truss transfers a maximum horizontal load of Nail Schedule:0.131"x3",min.nails 3240#( 178.76 plf)along top chord,from either C-L 58 -59 E-F 147 -284 Top Chord:1 Row @12.00"o.c. direction,to supports where indicated.Diaphragm and L-D 1232-1293 F-G 54 -63 Bot Chord:1 Row @12.00"o.c. connections are to be designed by Engineer of Record. D-K 513 -481 F-J 160 -354 Webs :1 Row @ 4"o.c. Drag Loads:Force(#) (PLF) Mbr Start End K-E 146 -56 J-H 591 -233 Use equal spacing between rows and stagger nails Case 1: 3240 178.76 TC 0.00 18.13 K-F 90 -312 H-I 139 -368 in each row to avoid splitting. 3240 205.17 BC 2.33 18.13 Case 2: 3240 178.76 TC 0.00 18.13 Special Loads 3240 205.17 BC 2.33 18.13 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Case 3: 3240 178.76 TC 0.00 18.13 TC-From 54 p11 at 0.00 to 54 plf at 4.49 3240 205.17 BC 2.33 18.13 TC-From 56 plf at 4.49 to 56 plf at 16.33 Case 4: 3240 178.76 TC 0.00 18.13 TC-From 100 plf at 16.33 to 100 plf at 18.13 3240 205.17 BC 2.33 18.13 BC-From 10 plf at 0.00 to 10 plf at 18.13 Drag loads applied to wind load cases parallel to TC- 200 lb Conc.Load at 16.58 truss. Plating Notes Additional Notes Plates sized for a minimum of 4.00 sq.in./piece. Negative reaction(s)of-1678#MAX. Requires uplift connection.See Maximum Reactions. Wind The overall height of this truss excluding overhang is Wind loads based on MWFRS with additional C&C 8-8-5. member design. Left cantilever is exposed to wind NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray CLECCLECIEMI PE No 60839 PE No.58544 PE No.71457 ABCC125 Ply:2 SEAN:17453/T74/SPEC SantaRosaA7TlexpC Qty: 1 FROM: DRW: FT05 Wgt:235.2 lbs ... / ... 01/25/16 ( 4'10'8 ( 9'5'4 ( 14' 15'9'8 4'10'8 4'6'12 4'612 ( 1'918 - 12X4 E 12 7 /4X8 C 4 •SXStBRSJ A=4x e ,; ABCC125 Ply:1 SEAN:17645/T69/GABL SantaRosaA7TlexpC Qty: 1 FROM: DRW: GE01 Wgt:77.0 lbs / ... 01/25/16 I 5'2" j 1'4"—i (TYP) I H 12 G g • T 3 p F • • E • • D • C • v B • ■ • A • 6 • 11 0 a a a a a fl 10'1'2 =3X4(D1)// ....„.../1„...---"--cr,./�/O N --L K J I- 14'6" 146 I 1 I 4'6" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria •Maximum Reactions(Ibs),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 1 RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.013 Q 999 240 J• 64 /20 /25 /- /9 /174 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.024 Q 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 Q - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL): 0.009 Q - - 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: 0.404 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.293 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.080 A-B 22 -182 E-F 6 -87 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 0 -125 F-G 7 -69 GCpi:0.18 Plate Type(s): C-D 5 -123 G-H 8 -44 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 D-E 5 -104 H-I 7 -14 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#3 A-0 207 -1 N-M 215 -3 Webs 2x4 SP#3 Q-P 213 -3 M-L 216 -3 Lumber value set"13B"uses design values P-0 213 -3 L-K 217 -3 approved 1/30/2013 by ALSC 0-N 214 -3 K-J 218 -4 Plating Notes Maximum Gable Forces Per Ply(Ibs) All plates are 2X4 except as noted. Gables Tens.Comp. Gables Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. B-Q 270 -253 F-M 65 -72 Purlins C-P 16 -30 G-L 95 -72 In lieu of structural panels or rigid ceiling use puffins D-0 73 79 H-K 120 79 to laterally brace chords as follows: E-N 65 72 I•J 48 32 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.15 14.50 BC 120 0.00 14.50 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A14015ENC101014&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 3-11-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Coun,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC125 Ply:1 SEAN:17669/T23/GABL SantaRosaA7TlexpC Qty: 1 FROM: DRW: GE03 Wgt:9.8 lbs ... / ... 01/25/16 3 12 L. B 33X4(D1 1 T _ ��.I 10'1"2 111111111pr 2'4" 2'4" 2'4" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 80 /18 /31 /- /19 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C* 37 /14 /15 /- /- /22.5 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):0.001 C - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code l Mlsc 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: 0.099 Bearings A&A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.083 Spacing:24,0" MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI: 0.035 Maximum Top Chord Forces Per Ply(Ibs) 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 7 -16 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#3 A-C 5 -8 Bot chord 2x4 SP#3 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC B-C 87 -48 Plating Notes All plates are 2X4 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.15 2.33 BC 28 0.00 2.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-11-6. 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. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray CEIBMCEEEINJ PE No.60839 PE No 58544 PE No 71457 ABCC125 Ply:1 SEAN:17491/T5/HIP_ SantaRosaA7TlexpC Oty: 2 FROM: DRW: HJO2 Wgt:25.2 lbs .,, / ... 01/25/16 C 24'2"12 4.95 12 12 v ih 3X4 B III ) A. °I , 11 20'11" I�r D 7'0"2 7'0'2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 180 /15 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 100 /- /12 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.052 B - - C 116 /30 I- I- l- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.108 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.58 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: 0.932 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.594 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.144 Bearing A Fcperp=565psi. Spacing:24.0" P C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Additional Notes A-B 381 -412 B-C 46 -48 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 3-7-4. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Special Loads --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 7.01 BC-From 2 plf at 0.00 to 2 plf at 7.01 TC- 56 lb Conc.Load at 1.52 TC- 169 lb Conc.Load at 4.35 BC- 30 lb Conc.Load at 1.52 BC- 90 lb Conc.Load at 4.35 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.01 BC 75 0.00 7.01 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821 5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ABCC125 Ply:1 SEAN:17623/T47/HIP_ SantaRosaA7TlexpC Qty: 1 FROM: DRW: HJ03A Wgt:45.5 lbs / ... 01/25/16 4'6'.1 I 9'0"2 4'6"1 4'6"1 C 14'8"12 4.95 12 53X8 B 141111111111Nsioh_ N C III2X4 A , f� = , 10'1'2 .- a ED F w4 8 8'9'7 72 11 1 8.9'7 9'0'2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Prin PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.010 B 999 240 F 311 /10 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.019 B 999 180 D 357 I- /4 /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 B - - C 144 /31 /- /- /- /1.5 Des Ld: 32.00 EXP:C . HORZ(TL): 0.010 B - - Wind reactions based on MWFRS 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: 0.726 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.506 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.209 Bearing F Fcperp=565psi. ri Spang:24.0" p C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Additional Notes A B 0 -212 B-C 55 -56 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is 4-11-2. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-30 Webs 2x4 SP#3:W1 2x6 SP#2: F-E 329 -56 E-D 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) A-F 0 -99 B-E 66 -385 TC-From 2 plf at 0.00 to 2 plf at 9.01 F-B 118 -162 BC-From 2 plf at 0.00 to 2 plf at 9.01 TC- 56 lb Conc.Load at 1.52 TC- 169 lb Conc.Load at 4.35 TC- 281 lb Conc.Load at 7.18 BC- 30 lb Conc.Load at 1.52 BC- 90 lb Conc.Load at 4.35 BC- 150 lb Conc.Load at 7.18 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. 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 9.01 BC 108 0.00 9 01 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 VATS X Michael G Kozlowski Jeffrey P Arneson Derek B Murray DEEMEIffii PE No.60839 PE No.58544 PE No 71457 ABCC125 Ply:1 SEAN:17700/T31/HIP_ SantaRosaA7TlexpC Qty: 2 FROM: DRW: HJ04 Wgt:26.6 lbs ... / ... 01/25/16 2.12 0 C A T___,E0_1 3X4 B 5 A( E1 rr ° 1 1O'1"2 ►� D 7'0"2 7'0"2 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) 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 176 /22 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 99 /- /12 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.036 B - - C 116 /37 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.076 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: 0.928 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psi TPI Std: 2007 Max BC CSI: 0.565 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.199 Bearing A Fcperp=565psi. Spacing:24.0" P C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Additional Notes A-B 333 -339 B-C 22 11 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 1-10-11. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 2.570' A-0 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 7.01 BC-From 2 plf at 0.00 to 2 plf at 7.01 TC- 54 lb Conc.Load at 1.52 TC- 163 lb Conc.Load at 4.35 BC- 30 lb Conc.Load at 1.52 BC- 90 lb Conc.Load at 4.35 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purtins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.01 BC 75 0.00 7.01 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray UGEOCLECON PE No.60839 PE No.58544 PE No 71457 ABCC125 Ply:1 SEQN:17461/T11/JACK SantaRosaA7TlexpC Qty: 10 FROM: DRW: J02 Wgt:12.6 lbs ... / ... 01/25/16 B 7 12 " 23,1,•6 � v m 1113X3 N N HB 2'4"12 AN co 2011" 1112X4 3' 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 A 999 240 D 99 /64 /67 /- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 45 /- /15 /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 84 /32 /39 /- /78 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.53 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.242 C Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.139 B Min Brg Width Req= - Load Duration:1.25 P Bearing D Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.010 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber A-B 62 -42 Value Set:13B(Effective 6/112013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x8 SP#2 D-C 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-D 93 -84 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 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-5-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 epw:)\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray inEEICIMEEI PE No.60839 PE No 58544 PE No.71457 ABCC125 Ply:1 SEON:17550/T15/JACK SantaRosaA7TlexpC Oty: 9 FROM: DRW: J03 Wgt:18.2 lbs ... I ... 01/25/16 B 24'3"6 12 7 v cp - v ih M 1113X3 � jig HB 4'4"12 tf� °D • ►�� 2011" 1112X4 5' 5' • Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):-0.000 A 999 240 D 166 /111 /113 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 75 /- /25 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 A - - B 141 /53 /65 /- /133 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 A - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.12 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.731 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.392 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.016 Bearing D Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber A-B 103 -71 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x8 SP#2 D-C 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-D 156 -141 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-7-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray EEMICECnil PE No.60839 PE No 58544 PE No.71457 ABCC125 Ply:1 SEQN:17534/T6/EJAC SantaRosaA7TlexpC Qty: 7 FROM: DRW: J04 Wgt:25.2 lbs ... / ... 01/25/16 C h 25'5'6 12 7 V 03X4 B in Ill 3X8(E5 T '∎r I ■ 20'11" D 7' i T 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) De8ICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 232 143 /122 /- /190 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 101 /3 /46 /- I- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.091 B - - C 178 /170 /116 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.156 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.70 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 IC CSI: 0.761 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.449 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.441 Bearing A Fcperp=565psi. Spacing:24.0" P C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 Lumber A-B 1080-1274 B-C 93 -124 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 75 0.00 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-9-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821 5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray WIEEMIZECIEW PE No.60839 PE No 58544 PE No 71457 ABCC125 Ply:1 SEQN:17552/T43/JACK SantaRosaA7TlexpC Qty: 8 FROM: DRW: J05 Wgt:6.3 lbs ... / ... 01/25/16 12 7 B 11 '7"7 1112X4 e A T co Oil: L H B 6"8 N 1 10'1"2 1112X4 , C la 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 A 999 240 D 33 /13 /21 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 15 /- /5 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 28 /8 /13 /- /19 /1.5 Des Ld: 32.00 EXP:C -- HORZ(TL):-0.000 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.023 C Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.013 B Min Brg Width Req= - Load Duration:1.25 P Bearing D Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.003 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Chords Tens.Comp. Lumber Wind A-B 17 -14 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP#3 member design. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x6 SP#2 Additional Notes D-C 0 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 byALSC 1-9 13. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-D 25 -28 Purlins In lieu of structural panels or rigid ceiling use pudins • to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 12 0.00 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC125 Ply:1 SEQN:175171 T41/JACK SantaRosaA7TlexpC Qty: 4 FROM: DRW: J07 Wgt:17.5 lbs ... / ... 01/25/16 B )( 1 3'1 1"7 7 12 rh III 2X4 A T H 4'6"8 N ■ 1 ■ �� 10'1"2 ." 112X4 5' 5' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac Udefl L/# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL): 0.000 A 999 240 D 166 /76 /109 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 75 /- /25 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 A - - B 141 /35 /63 /- /102 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.731 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.392 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.018 Bearing D Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber A-B 95 -71 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Webs 2x6 SP#2 D-C 0 0 Lumber value set"13B"uses design values approved 1/3012013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-D 140 -141 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-1-13. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray riBMIMUMZI PE No 60839 PE No 58544 PE No.71457 ABCC125 Ply:1 SEQN:176941 T33/JACK SantaRosaA7TlexpC Qty: 4 FROM: DRW: J09 Wgt:7.7 lbs ... / ... 01/25/16 12 3 L B A 1113X3 „ 2— 10'8"10 `= H B 2"12 co I :ft�f' ti 10'1"2 ► I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSl Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA D 32 /10 /13 /- /- 13.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 15 /- /5 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 27 /12 /8 /- /9 /1.5 Des Ld: 32.00 EXP:C .HORZ(TL):-0.000 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.035 C Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.013 B Min Brg Width Req= - Load Duration:1.25 P Bearing D Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.004 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber A-B 14 -7 Value Set:138(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Webs 2x10 SP#2 D-C 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. (")1 plate(s)require special positioning.Refer to A-D 47 -27 scaled plate plot details for special positioning requirements. Plates sized for a minimum of 4.00 sq.in./piece. 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 1.00 BC 12 0.00 1.00 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-11-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC125 Ply:1 SEAN:17698/T57/JACK SantaRosaA7TlexpC Qty: 7 FROM: DRW: J11 Wgt:18.9 lbs ... / ... 01/25/16 12 3i..-- T4H1 i - III 3X3 A `= H B 4'2"1 2 41 co III3X3(**) C I- 5' -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefVCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.002 0 806 240 D 166 /58 /66 /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.006 D 284 180 C 72 /- /23 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 A - - B 136 /61 /38 /- 144 /1.5 Des Ld: 32.00 EXP:C -- - - HORZ(TL):-0.001 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.693 C Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.359 B Min Brg Width Req= - Load Duration:1.25 P Bearing D Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.014 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber A-B 47 -33 Value Set:136(Effective 611/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x10 SP#2 D-C 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. (")1 plate(s)require special positioning.Refer to A-0 150 -136 scaled plate plot details for special positioning requirements. Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-11-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fP;;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ABCC125 Ply:1 SEQN:17510/T3/HIPS SantaRosaA7TlexpC Qty: 1 FROM: DRW: TOl Wgt:114.8 lbs ... / ... 01/25/16 7' 11'5" 15'10" 22'10" 7 i 4'5" 4'5" I 7' 1112X4 =6X8 co 6X8 D E 7 12 T1 Li e in -v Ig 4X5 B F$3X4 116X8(E5) 116X8(ES) Aa� ❑ �1G 20'11" 1113X4 =6X8 112X4 -=- J I H viF 7'1"12 4'3"4 4'3"4 7'1"12 1 71"12 I- 11'5" I 15'8"4 I 22'10" • Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) 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 Cc:NA VERT(LL): 0.151 D 999 274 A 2368 /955 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.291 D 942 274 G 2111 /910 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.062 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.119 H - - A Min Brg Width Req= 2.8 NCBCLL: 10.00 Mean Height:23.20 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 2.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.924 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.955 Spacing:24.0,• MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.606 Maximum Top Chord Forces Per Ply(Ibs) 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 1628-3987 D-E 1573 -3601 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 B-C 1597-3939 E-F 1521 -3525 Lumber Purlins C-D 1573-3600 F-G 1551 -3571 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use puffins Top chord 2x4 SP#2 Ti: 2x4 SP M-30: to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP M-30:B2 2x4 SP#2: Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. TC 24 -0.86 21.97 Webs 2x4 SP#3 BC 60 -0.86 21.97 A-J 3285-1317 I-H 2960 -1256 Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Apply purlins to any chords above or below fillers J-I 3306-1315 H-G 2945 -1257 Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' at 24"OC unless shown otherwise above. Lumber value set"138"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Additional Notes Webs Tens.Comp. Webs Tens. Comp. Special Loads The overall height of this truss excluding overhang is C-J 722 0 D-I 587 -654 4-9-14. ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-I 420 -368 H-E 524 0 TC-From 56 plf at 0.00 to 56 plf at 7.00 I-E 915 -453 TC-From 28 plf at 7.00 to 28 plf at 15.83 TC-From 56 plf at 15.83 to 56 plf at 22.83 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 11.42 BC-From 5 plf at 11.42 to 5 plf at 15.82 BC-From 10 plf at 15.82 to 10 plf at 22.83 TC- 141 lb Conc.Load at 5.06,8.77 TC- 415 lb Conc.Load at 6.92 TC- 1781b Conc.Load at 9.06,11.06,11.77,13.77 TC- 274 lb Conc.Load at 15.82 BC- 75 lb Conc.Load at 5.06,8.77 BC- 549 lb Conc.Load at 7.01 BC- 101 lb Conc.Load at 9.06,11.06,11.77,13.77 BC- 474 lb Conc.Load at 15.82 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 e,-.7E , Michael G Kozlowski Jeffrey P Arneson Derek B Murray MIETI PE No.60839 • PE No.58544 PE No.71457 ABCC125 Ply:1 SEQN:17484/T8/HIPS SantaRosaA7TlexpC Oty: 2 FROM: DRW: T03 Wgt:112.0 Ibs ... / ... 01/25/16 5178 I 11' 171"8 ( 2210" 5'8"8 5'3"8 I 6'1"8 5178 D m 5X5 / p13X8(E5)A G 113X8(E5) a 1 J. Q �1 ■ (020'11.. - �4X °3X4 •4' W J 1 H 77.5 2'4'11 5711 77"5 I 7'7"5 I 10' I 15711 I 2210" 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.046 H 999 274 A 824 /153 /349 /- /184 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.085 H 999 274 G 824 /153 /349 /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.037 H - - A Min Brg Width Req= 1.5 NCBCLL:W.00 Mean Height:24.87 ft Code I Misc Criteria Creep Factor.1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.457 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.543 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.290 Maximum Top Chord Forces Per Ply(Ibs) 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 517-1457 D-E 503 -1132 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 B-C 464 -1250 E-F 464 -1251 Lumber Additional Notes C-D 503-1132 F-G 517 -1457 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 7-1-14. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs2x4SP#3 A-J 1028 -317 I-H 717 -124 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' J-I 717 -124 H-G 1028 -317 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plating Notes C-J 232 -266 D-H 437 -176 Plates sized for a minimum of 4.00 sq.in./piece. J-D 436 -176 H-E 232 -266 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 22.83 BC 120 0.00 22.83 Apply puffins 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. 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 epE;\, 1 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC125 Ply:1 SEAN:17524/T18/HIPS SantaRosaA7TlexpC Qty: 1 FROM: DRW: T05 Wgt:127.4 lbs ... / ... 01/25/16 T 11'5" 15'10" 22'10" I T I 4'5.. I 4,5" I 7' -I IIl2X4 B=5X7 C =5X7 D T MI 12 7 ° T3 m v 4X5(82)A I, T E 115X7(83) J° �- , 20'11' H G F T1"12 1112X4 4'3"4 =8X8 4'3"4 1114X5 7'1"12 • 7'1"12 I 11'5" I 15'8"4 I 2710" • Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs) 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): 0.108 C 999 272 A 1304 /525 /- I- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.209 C 999 272 E 1766 /661 /- I- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.040 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.077 F - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.20 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.733 Bearings A&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.986 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.412 Maximum Top Chord Forces Per Ply(Ibs) 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 826-2050 C-D 896 -2435 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 896-2435 D-E 1081 -2913 Lumber Wind Value Set:138(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2:T3 2x4 SP M-30: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense Additional Notes A-H 1675 -653 G-F 2441 -873 Webs 2x4 SP#3 The overall height of this truss excluding overhang is H-G 1672 -649 F-E 2411 -870 :Rt Wedge 2x4 SP#3: 4-9-14. Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads B-H 174 -110 G-D 113 -31 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-G 1081 -349 F-D 894 -97 TC-From 56 plf at 0.00 to 56 plf at 7.00 G-C 125 -197 TC-From 56 plf at 7.00 to 56 plf at 13.90 TC-From 28 plf at 13.90 to 28 plf at 15.83 TC-From 56 plf at 15.83 to 56 plf at 22.83 BC-From 10 plf at 0.00 to 10 plf at 10.00 BC-From 10 plf at 10.00 to 10 plf at 13.90 BC-From 5 plf at 13.90 to 5 plf at 15.82 BC-From 10 plf at 15.82 to 10 plf at 22.83 TC- 274 lb Conc.Load at 15.82 BC- 874 lb Conc.Load at 13.90 BC- 474 lb Conc.Load at 15.82 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. 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 22.83 BC 102 0.05 22.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EIMILMEri PE No.60839 PE No.58544 PE No 71457 ABCC125 Ply:1 SEAN:17536/T2/COMN SantaRosaA7TlexpC Qty: 8 FROM: DRW: T07 Wgt:57.4 lbs / ... 01/25/16 6'11" 1 13'10" 611" 611" C 1114X5 T -1 12 7 03X4 B D k4.3X4 113X8(E5) 000 E III3X8(E5) 1 ■ ■ ■ en■20'11" III V4 - .111, 611" 6'11" • 611" 1 13'10" • Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) 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): 0.056 D 999 240 A 458 /130 /213 1- /114 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.155 D 999 180 E 458 /130 /213 I- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.038 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C . HORZ(TL):0.107 B - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.68 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.658 Bearings A 8 E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.408 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.370 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-13 785 -997 C-D 270 -559 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 B-C 270 -559 D-E 785 -995 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-F 430 -133 F-E 430 -133 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC C-F 233 0 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purtins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 13.83 BC 120 0.00 13.83 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-9-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EEEMEMOril PE No.60839 PE No 58544 PE No.71457 ABCC125 Ply:1 SEAN:17478/T1/MONO SantaRosaA7TlexpC Qty: 1 FROM: DRW: 109 Wgt:34.3 lbs ... / ... 01/25/16 1II2X4B 400/711 12 7 1113X4(82 TA 1 I :i 20'11 1114X50 1 7' 7 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefBCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA A 928 /265 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 874 /254 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.035 B - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.70 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: 0.529 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.799 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.074 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Speafied Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 97 -100 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Chords Tens.Comp. Top chord 2x4 SP M-30 4-9-14. A-C 0 0 Bot chord 2x6 SP SS Dense Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC B-C 124 -192 Special Loads --(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) TC-From 56 Of at 0.00 to 56 plf at 7.00 BC-From 5 plf at 0.00 to 5 plf at 7.00 BC- 458 lb Conc.Load at 1.40,3.40,5.40 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 62 0.05 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC125 Ply:1 SEAN:17651/T601 HIPM SantaRosaA7TlexpC Qty: 1 FROM: DRW: T11 Wgt:148.4 lbs / ... 01/25/16 5512 8'892 1011'8 15795 2I'tr I 5512 I JP I 2x12 ( 5w I 57.1 I Ems: F .7%]D 7� /7X1 I T #"°5'°,08.7 0X8 a) e �2Xa 1 T . 7 i H 1 SI 09X5 ! 465 (OW, I G 108' Icn ■I. 1011.8 '1' 215'8 II n21'1 I r' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA CI: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): 0.194 D 999 258 I 743 /39 1 396 /- /252 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.396 D 653 258 G 743 /255 /417 /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.248 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.506 G - - I Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:17.09 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: 0.596 Bearings I&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.981 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.850 Maximum Top Chord Forces Per Ply(Ibs) 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 79 -87 D-E 1243 -2320 Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 B-C 1086-2321 E-F 3 -2 Lumber C-D 1097-2232 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Bot chord 2x4 SP M-30:B2 2x4 SP M-31: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 I-H 1608-1212 H-G 428 -258 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp_ (a)Continuous lateral restraint equally spaced on A-I 110 -142 H-E 2232 -1280 member. 1-B 941 -1892 E-G 503 -805 B-H 628 -102 G-F 109 -159 Plating Notes D-H 251 -325 Plates sized for a minimum of 4.00 sq.in./piece. 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 21.92 BC 105 0.17 10.96 BC 120 10.96 21.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 11-9-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray UEEEIMICH3130_ PE No 60839 PE No.58544 PE No 71457 ABCC125 ' Ply:1 SEAN:174271 T29/SPEC SantaRosaA7TlexpC Qty: 3 FROM: DRW: T13 Wgt:102.2 lbs ... / ... 01/29/16 4'5"15 11711 1713" I 4'5"15 I 6'8"13 I 6'5"5 I If2X4E _ 7 i'57, /5%50 I� (a) in lal 3.12._ I4X8(SRS)C T r3x4g �.�` E .5x5(E '' 1 I A 11 . �X• UM' a s 4 I H G F I 4'4-3 57'13 11" 6'8"13 • 4'4'3 I 10' 1 10'11 3 17'8" 1 Loading Criteria(pot) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7.10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.065 C 999 240 A 578 /20 /263 /- /223 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.128 C 999 212 F 584 /148 /371 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.029 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.057 E - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.16 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.717 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.579 Spacing:24.0" MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI:0.783 Maximum Top Chord Forces Per Ply(Ibs) 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 263-1453 C-D 47 -681 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 266-1426 D-E 75 -114 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(Ibs) Top chord 2x4 SP#2 9-5.11. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-I 1367 -577 H-G 1366 -581 Webs2x4SP#3 I-H 1366 -581 G-F 508 -246 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.774' Lumber value set"138"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Bracing I-C 123 -6 D-F 318 -658 (a)Continuous lateral restraint equally spaced on C-G 343 -869 F-E 121 -148 member. G-D 371 -33 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Puriins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.67 BC 120 0.00 17.67 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers!Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 'AIP:;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray GEMECIMEI 1 PE No.60839 PE No 58544 PE No.71457 l ABCC125 Ply:1 SEQN:17433!T77/SPEC SantaRosaA7TlexpC Qty 1 FROM: DRW: T15 Wgt:105.0 lbs ... / ... 01/29/16 78'12 1 4''15 i 11'1.15 I 1788 2812 1'511 J 671 84•9 I2X4F 12 7 17. j5x5E I, o) m (a) v \4xe19R5)D /3X46 D�2X . 1 1 tt = L' t+BtZ Ga 4 „4- u I-74• j 1578 j 2e$ 778 16.7 881 I ire 1 to Ita/J7 im Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def!CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.012 H 999 240 J 678 /67 /356 I- /221 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.025 H 999 180 G 485 /146 /317 /- I- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.014 G - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.13 ft Code I Misc Criteria Creep Factor.1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.693 Bearing J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.483 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.188 Maximum Top Chord Forces Per Ply(Ibs) 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 181 -238 D-E 0 -535 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 170 -221 E-F 74 -112 Lumber Additional Notes C-D 185 -213 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is To chord 2x4 SP#2 9-4-13. Maximum Tens.Comp.d Forces Chords Per es nsbComp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-J 220 -142 I-H 527 -385 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.774' J-I 527 -385 H-G 388 -216 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on C-J 93 -104 H-E 251 0 member. J-D 256 -776 E-G 280 -503 D-H 174 -138 G-F 119 -147 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.54 BC 75 0.00 17.54 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. Left cantilever is exposed to wind NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ItriiiMMEI PE No.60839 PE No.58544 PE No.71457 ABCC125 Ply:1 SEQN:17401/T37/COMN SantaRosaA7TlexpC Qty: 1 FROM: DRW: T16 Wgt:158.9 lbs / ... 01/26/16 4' 9' 14' 18'10.8 21'10.8 I 4' I 5' I 5' 2.10-8 ( 5' I 182X4 - ■2X4 114X8(SR ) Cmsx, � EE .8 1i 12 7 iA ■2X4 e I /3X8A TT e-41 j ■ - II ■! �1a12 i. 3X8 4. =liXB 8• 4' '5x7 l'10'8 A 4' I 10' I 14' I 21'10.8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.030 B 999 262 K 825 /99 /360 /- /210 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.053 B 999 262 G 859 /211 /388 1- /- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.014 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.024 F - - K Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.41 ft Code/Misc Criteria Creep Factor.1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.320 Bearing K Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.401 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.352 Maximum Top Chord Forces Per Ply(Ibs) 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 257-1149 D-E 192 -772 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 381 -1165 E-F 61 -81 Lumber Wind C-D 192 -772 Value Set:138(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply Ibs Top chord 2x4 SP#2 member design. y( ) Bot chord 2x6 SP#2 Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W1 2x6 SP#2: K-J 132 -350 I-H 754 -399 Lumber value set"13B"uses design values Additional Notes J-I 754 -399 H-G 566 -234 approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is 9-4-13. Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member. A-K 208 -838 D-H 120 -198 A-J 923 -161 H-E 482 -178 Plating Notes B-J 205 -271 E-G 370 -893 Plates sized for a minimum of 4.00 sq.in./piece. J-C 348 -155 F-G 104 -121 C-H 162 -71 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 21.88 BC 120 0.00 21.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC125 Ply:1 SEQN:17395/T53/COMN SantaRosaA7TlexpC Qty: 1 FROM: DRW: T18 Wgt:196.7 lbs ... / ... 01/26/16 rts- S r I 117 I 167 I 155-8 12010-81 ' 67 5' 5' 2'10-8 1.5- 62X4 .5X7F G 12X4 �T G=5X5 G 6X1 SR E / j 12 7� 112X48 a do 7. /4X8q Al T 1 ■ A" II i 151.2 := x j1 �. ■�4- 3X811 113X8 6.kX8 =4X4 .OXB 6r 3'5- 67 210.8 2.5- 1 67 I 10' ( 16'7- 155.8 I 21'10.8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ' •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.044 B 999 262 M 810 /159 /376 /- /266 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.081 B 999 262 H 822 /278 /357 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.029 B - - M Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.12 ft Code/Misc Criteria Creep Factor.1.5 H Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.425 Bearing M Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.398 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.489 Maximum Top Chord Forces Per Ply(Ibs) 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 255-1146 D-E 165 -494 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 408-1134 E-F 99 -274 Lumber Wind C-D 165 -494 F-G 0 0 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP#2 member design. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP#2 Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W1 2x6 SP#2: M-L 187 -387 J-I 224 -102 Lumber value set"13B"uses design values Additional Notes L-K 614 -301 I-H 89 -42 approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is K-J 614 -301 8-9-13. Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. A-M 221 -804 J-E 761 -277 Plating Notes A-L 775 -64 E-I 366 -915 Plates sized for a minimum of 4.00 sq.in./piece. B-L 263 -361 I-F 816 -361 L-C 569 -238 F-H 355 -759 Purlins C-J 185 -219 G-H 20 -28 In lieu of struclural panels or rigid ceiling use purlins D-J 156 -266 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 21.88 BC 120 0.00 21.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 47-high x 24"-wide clearance. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC125 Ply:1 SEON:17403/T32/COMN SantaRosaA7TlexpC Oty: 1 FROM: DRW: T20 Wgt:147.7 lbs ... / ... 01/26/16 4' 9' 14' 21'10"8 F 4' I 5' I I 5' I 7'10"8 1112X4 Cm-5X5 D =4X5 E _ it 11 ■ 12 7 1112X4 B r1 n iD 03X8 , n 11] �= L'• �_ }ni 10r'2 J I=6X8 H 5 III3X8 F 1113X8 4, 6' =4X4 4' a X7 7'10"8 • 4' I 10' I 14' I 21'10"B • Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.039 0 999 262 J 812 /188 /365 /- /184 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.068 D 999 262 F 876 /257 /311 1- /- 1- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.026 B - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.889 Bearing J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.366 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.689 Maximum Top Chord Forces Per Ply(Ibs) 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 315-1137 C-D 301 -773 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 442-1161 D-E 301 -773 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(Ibs) Top chord 2x4 SP#2 6-5-13. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP#2 J-I 93 -232 H-G 724 -329 Webs 2x4 SP#3:W1 2x6 SP#2: I-H 724 -329 G-F 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-J 246 -828 C-G 212 -74 A-I 918 -209 D-G 262 -448 Purlins B-I 212 -278 G-E 978 -381 In lieu of structural panels or rigid ceiling use purlins I-C 368 -150 E-F 354 -782 to laterally brace chords as follows: Chord Spacing(in oc) Stan(ft) End(ft) TC 24 0.00 21.88 BC 120 0.00 21.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 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 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC125 Ply:1 SEQN:175301 744/HIPS SantaRosaA7TlexpC Oty: 1 FROM: DRW: T22 Wgt:117.6 lbs / ... 01/25/16 2'5" I 7' I 11'6" I 16'1" ' 18'6" 2'5" 4'7" 4'6" 4'7" 2'5" =5X5 C-6X8 T2 D T 12 7 V M 0.3X8 B E 3X8 .n A � m H05,I ;` F 5X7 5X7 `, ��'�� ► T L m4X5 m6 8 H L 'j'3 �: H0514 K J `x::W13 10'1"2 1 N s.1114X8 1112X4 III X4 1114X8=== 2'5" , 4'7" I 4'4"4 I 4'8"12 I 2'5" j • 2'5" 7' 11'4"4 16'1" 18'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell Lit/ Lac R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.116 K 999 240 N 1464 /613 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.223 K 995 221 G 1464 /613 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.126 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.243 G - - N Min Brg Width Req= 1.7 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.7 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.653 Bearings N&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.990 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.633 Maximum Top Chord Forces Per Ply(Ibs) 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 1409-3320 D-E 1135 -2593 Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 B-C 1136-2601 E-F 1408 -3319 Lumber Purlins C-D 966-2219 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP#2:T2 2x4 SP M-30: to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(Ibs) Bat chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. TC 24 0.00 18.50 Webs 2x4 SP#3:W1,W13 2x6 SP#2: N-M 96 -40 J-H 2905 -1230 :W2,W12 2x4 SP#2: BC 27 0.00 2.27 BC 62 2.31 16.19 L-K 2906-1231 I-G 95 -40 Lumber value set"13B"uses design values BC 27 16.23 18.50 K-J 2206 -964 approved 1/30/2013 by ALSC Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) TC-From 56 plf at 0.00 to 56 plf at 7.00 A-N 606-1419 J-D 515 -97 TC-From 28 plf at 7.00 to 28 plf at 11.50 A-L 2803-1188 J-E 276 -727 TC-From 56 plf at 11.50 to 56 plf at 18.50 N-L 25 -58 E-H 417 -147 BC-From 10 plf at 0.00 to 10 plf at 2.42 L-M 33 0 H-I 33 0 BC-From 10 plf at 2.42 to 10 plf at 7.01 L-B 417 -148 H-F 2802 -1187 BC-From 5 plf at 7.01 to 5 plf at 11.49 B-K 276 -724 H-G 25 -57 BC-From 10 plf at 11.49 to 10 plf at 16.08 BC-From 10 plf at 16.08 to 10 plf at 18.50 C-K 509 -96 F-G 606 -1420 TC- 347 lb Conc.Load at 7.01.11.49 C-J 18 -3 TC- 188 lb Conc.Load at 9.06.9.44 BC- 312 lb Conc.Load at 7.01,11.49 BC- 80 lb Conc.Load at 9.06,9.44 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 5-3-13. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EEELEICEIDINI PE No 60839 PE No 58544 PE No 71457 ABCC125 Ply:1 SEQN:17548/T49/COMN SantaRosaA7T1expC Qty: 2 FROM: DRW: T24 Wgt:112.0lbs ... / ... 01/25/16 2'5" 9'3" 16'1" 18'6" 2'5" I 6.10" I 6'10" I 2.5" C 1114X5 �1 12 7 rn . r- mi 03X8 B D 3X8 03X8A .1 - 11111111161.- E�3X8 T 1'111 11 . T ��J 6X8 al"11 C'i1 �W11 1 I ■� N ABCC125 Ply:1 SEQN:17532/T67/COMN SantaRosaA7TlexpC Qty: 2 FROM: DRW: T26 Wgt:97.3 lbs .. / ... 01/25/16 47'.8 9'3" 17'5" 47"8 47'8 62" C,5X5(R1) 0 12 7 04X5 8 io D%5X5 112X4A • T IS � � � So ,0'1"2 1:4 =6X12 9'5 FI 8, 1114 • 9'5" 17'5" Loading Criteria(psi) Wind Criteria Snow Criteria(Pp,Pm in PSF) Def ICSI Criteria •Maximum Reactions(Ibs) 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): 0.015 F 999 240 G 577 /58 /266 /- /138 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.030 F 999 208 E 577 /60 /252 /- /- /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 - - G Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.945 Bearings G&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.673 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.350 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 103 -187 C-D 237 -626 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 265 -566 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Botchord2x4SP#2 G-F 546 -195 F-E 63 -38 Webs 2x4 SP#3:W1 2x6 SP#2: Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plating Notes A-G 119 -189 C-F 257 -19 Plates sized for a minimum of 4.00 sq.in./piece. G-B 200 -559 F-D 397 -63 B-F 139 -188 D-E 233 -543 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.42 BC 120 0.00 17.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-7-9. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray CEECEEMI PE No.60839 PE No.58544 PE No.71457 ABCC125 Ply:1 SEQN:17569/T56/HIPM SantaRosaA7TlexpC Qty: 1 FROM: DRW: T27 Wgt:100.1 lbs ... / ... 01/25/16 815"9 175" 8'8"9 8'8"7 ;.II-10612 B =4X5 C 111111s 12 io m4X8A 13 111 11 �� to 101"2 •4 1 r •3X4 c 11 XS 810"5 F 1'1"1 E 7'5" 1114 D • 8'10"5 I 10' 17'5" • Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.020 B 999 240 G 588 /84 /298 /- /130 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.037 B 999 208 D 679 /185 /263 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C - HORZ(TL):0.009 B - - G Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.874 Bearings G&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.667 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.640 Maximum Top Chord Forces Per Ply(Ibs) 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 204 -719 B-C 259 -519 Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2:T2 2x4 SP M-30: G-F 268 -335 E-D 0 0 Bot chord 2x4 SP#2 F-E 0 0 Webs 2x4 SP#3:W1 2x6 SP#2: Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plating Notes A-G 206 -556 F-C 635 -316 Plates sized for a minimum of 4.00 sq.in./piece. A-F 334 -48 C-D 306 -561 B-F 237 -259 Purlins In lieu of structural panels or rigid ceiling use purtins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.42 BC 120 0.00 17.42 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 6-3-13. NOTES: ". 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC125 Ply:1 SEAN:175651 T63/HIPM SantaRosaA7TlexpC Qty: 1 FROM: DRW: 129 Wgt:122.5 lbs ... / ... 01/25/16 671 1279 177 68.1 I 6'2.9 I 48-7 C 114X5 04X5 D --1.1 12 7 l ' 0SXSe �� - M /T3X6A yi / p 010'12 =4X . X4 I 4 H G F q4:'..E 679 377 , 4.6.11 1 6'2 9 I 10' I 12175 I 175- 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.019 B 999 240 I 583 /42 /308 /- /191 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.035 B 999 208 E 653 /184 /311 I- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.010 B - - I Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.04 ft Code!Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.444 Bearings I&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.397 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.494 Maximum Top Chord Forces Per Ply(Ibs) 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 144 -732 C-D 140 -262 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 100 -403 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(Ibs) Top chord 2x4 SP#2 8-7-13. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 I-H 173 -349 G-F 562 -331 Webs 2x4 SP#3:W1 2x6 SP#2: H-G 562 -331 F-E 0 0 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on A-I 151 -554 C-F 158 -201 member. A-H 442 0 F-D 547 -293 H-B 162 -2 D-E 325 -583 Plating Notes B-F 235 -367 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.42 BC 120 0.00 17.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ABCC125 Ply:1 SEAN:17556/T71/HIPM SantaRosaA7TlexpC Qty: 1 FROM: DRW: T31 Wgt:103.6 lbs ... I ... 01/25/16 5'T3 1(11'1 5515 s'17 I 53.13 C _ �sxe/ 2 •1435109 .5%Sq Ti _ 1 _ J 101-2 F•. lY. 0 I2)U 85.14 011.2 1 1 55.14 155. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.012 E 999 240 F 548 /- /257 /- /227 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.023 E 999 184 D 572 /167 /335 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.010 C - - F Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:16.79 ft Code/Misc Criteria Creep Factor.1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.889 Bearings F&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.585 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.349 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 0 -554 B-C 54 -121 Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.0OC.1217.15 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2:T2 2x4 SP M-30: 10-11-13. F-E 148 -372 E-D 385 -231 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A-F 74 -519 B-D 338 -563 Bracing A-E 353 0 C-D 90 -112 (a)Continuous lateral restraint equally spaced on E-B 233 0 member. Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. 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 15.36 BC 120 0.00 15.42 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. End verticals not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EEME ' PE No 60839 PE No.58544 PE No 71457 ABCC125 Ply:1 SEON:175771 T22/MONO SantaRosaA7TlexpC Qty: 11 FROM: DRW: T33 Wgt:26.6 lbs ... / ... 01/25/16 3 12 - 1112X40 N 3X46 Z9ii . 11 10'1"2 III2X4D 6'11" 6'11" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 223 /61 /88 /- /61 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 223 /81 188 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.039 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.075 B - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 0 Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.659 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.362 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.366 Maximum Top Chord Forces Per Ply(Ibs) 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 936-1019 B-C 8 -66 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 A-D 38 -25 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.774' Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC C-D 169 -172 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. 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 6.92 BC 83 0.00 6.92 Apply purtins to any chords above or below fillers • at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-4-12. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No 60839 PE No 58544 PE No 71457