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743 SAILFISH DR - TRUSSES BUILDER:Carolina Lumber SUBDIVISION:Off Site ADDRESS:743 Sailfish MODEL: 1802 19,9• I 11.11•---1 DESIGNED/CHECKED:DWP OS O `S O O O G ! N O O o^ ! F 1- F I- 1- F I- F F F -, -, 'Z' I 1 II :, i ., [ , I , 1, , — -Jo, TH " * —J02 — _•J03 TrueHouse ,J03 .-_.r 1 < <C . P 1 r r rk " —J03 —J03 — 26' I 6 c —J03 lq*/\ " —J03 APEX I 1"__J03 '''' / Tm —•J03 \' — —J03 —J03 This drawing is not sufficient 4i I alone for installation. -.— J03 Additional instructions Jw—J03 accompanying this drawing, including BCSI-B1, should be --J03 used in conjunction with the architectural and structural 161616.:r —J02 plans during installation. If J01 BCSI-B1 has not been shipped to the site with the IJ04 ; r components shown on this �I ti " _c' y✓o N OFFICE COPY page, please contact Apex J Technology fora free copy. Permanent bracing for the J .4-6, — building, including bracing to y ti resist wind, seismic,or other �° lateral forces, and permanent bracing for all structural elements, is the responsibility i of the Engineer of Record for 2j' the structure or the building ALL FRAMED WALLS HELD BACK 112"FOR SHEATHING designer, per ANSI/TPI 1- 2002 Chapter 2. 20'8" 1-4'10"-1-5.10"—1 ���‘1pM K•RC/S' /e,. •` e. ',�/:.. No7g3 :-- 1:1%0::: TATE OF •:41../• .. '547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE . FL, 32224-904.821.5200 ',iirirsiiiit,`` . BCSI-B1 SUMMARY SHEET - GUIDE FOR HANDLING, I • • 1 'v. • 0' II • L" • - • ' 11 ' ' " 111 . 1 General Notes Notas Generales Hoisting and Placement of Truss Bundles Recomendaciones Para Levan tar Paquetes de Trusses Trusses are not marked in any way to identify the Los trusses no estan marcados de ninglin modo que frequency or location of temporary lateral restraint identifique la Irecuencia o locafizacion de restriction DON'T overload the crane. and diagonal bracing.Follow the recommendations lateral y arriostre diagonal temporales. Use las NO sobrecargue la grda. for handling,installing and temporary restraining recomendaaones de manejo. instalaciOn. restriction and bracing of trusses.Refer to 6_c 1-Guide to y arnostre temporal de los trusses. yea el VIM BCSI 0 NEVER use banding to lift a bundle. Good Practice for Handlino.Installing.Restraining -Guia de Buena Practica para e/Maneio /nsfalacio2 NUNCA use las ataduras para levantar un paquete. &Bracing of Metal Plate Connected Wood Restriction v Arriostre de los Trusses de Madera Trusses""for more detailed information. Conectados con Places de Metal•""para informacidn Q A single lift point may be used for bundles of Truss Design Drawings mayspecify locations of mas detallada. topchordpitch trusses upto 45'(13.7 m)and 9 9 Pe Y permanent lateral restraint or reinforcement for Los dibujos de diseno de los trusses pueden especificar parallel chord trusses up to 30'(9.1 m). individual truss members.Refer to the BCSI.83"' las localizations de restriccibn lateral permanents o Use at least two lift points for bundles of top for more information.All other permanent bracing refuerzo en los miembros individuates del truss Vea chord pitch trusses up to 60'(18.3 m)and paral- A WARNING Do not overload supporting design is the responsibility of the building designer. la hoja resumen BCSI.83"'para mas inlormaoon.El lel chord trusses up to 45'(13.7 m).Use at least structure with truss bundle. resto de los diser os de amostres permanentes son/a three lift points for bundles of top chord pitch responsabilidad del diserlador del edificio. trusses>60'(18.3m)and parallel chord trusses IADVERTENCIA!No sobrecargue la >45'(13.7 m). estructura apoyada con el paquete de DANGER The consequences of improper trusses. handling,erecting,installing,restraining Puede usar un solo lugar de levantar para _ '' . ! paquetes de trusses de/a cuerda superior hasta Place truss bundles in stable position. and bracing can result in a collapse of the _ s • 1 =._• 45'y trusses de cuerdas paralelas de 30'o structure,or worse,serious personal injury Puse paquetes de trusses en una W or death menos posici6n estable. ✓ a. -- Use por/o menos dos pontos de levantar con IPELIGRO!El resultado de un manejo.levanta- r •,� "' '� s( grupos de trusses de cuerda superior inclinada miento.instalacion,restriction y arrisotre incorrecto .i 1, % hasta 60'y trusses de cuerdas paralelas hasta 45'.Use por lo menos dos puntos de levantar con grupos de trusses de cuerda superior inclinada puede ser la caida de la estructura o +fes'. - w9 P P gun pear,heridos o muertos. " 1', JINN: mas de 60'y trusses de cuerdas paralelas mas de 45'. A<} i Exercise care when remov- `'� Mechanical Hoisting Recommendations for Single Trusses A ing banding and handling trusses to avoid .q damaging trusses and prevent injury.Wear _ Recomendaciones Para Levantar Trusses Indiv�dua/es personal protective equipment for the eyes. \� /j k ^' feet.hands and head when working with \ / , NOTICE Using a single pick-point at the peak can damage the truss. 1111 trusses. n° +$ El use de un solo lugar en of pito para levantar puede X53'a Utilice cautela al quitar las ataduras r-- — hater dano al truss. 60'or less o los pedazos de metal de sujetar para evitar R dano a los trusses y prevenir la herida personal. Leve el equipo protectivo personal para Ojos. 2..111.11-1..N. ��'—`��\ pies.manos y cabeza cuando trabaja con _ x-- —•i-_ �'—\ '.l !i`.. • Use ..-�.rv:, Approx.t!2 y trusses. special care in Utilice cuidado Tagline truss length windy weather or especial en rnusses uP To so'Ie.t ml_� near power lines digs ventosos o TRUSSES HASTA 30 PIES Handling — Manejo and airports. cerca de cables N aeropuertos.os o NOTICE Avoid lateral :r! rz.' Toey_de — Locate Spreader bar di 10'13I) �-: ��-'-'-- y above or stiflbadc o.c.max. bending. 'c I Spreader bar I 1_ Spreader bar 1/2 to —�I mid height #011111.1 Evite la flexion latera/ / for truss TaglineImo' truss le"Wh �a� TRUSSES UP TO 60'118.301 _� y �� NOTICE The contractor sl�,l%` • TRUSSES HASTA 60 PIES �,\I1 �!25 �-` is responsible for .��� `' s J', Hold each truss inposition with the erection �, Spreader bar 2/3 to I properly receiving, ` •' / •�Q��\' \ .1\. �( I 3r4 truss length unloading and storing z'if'1TL 11 equipment until top chord temporary lateral Tagline OBJ C restraint is installed and the truss is fastened TRUSSES UP TO AND OVER 60'(18.7 m) the trusses at the f- TRUSSES COSTA V SOBRE 60 PIES —1.1 jobsite.Unload trusses to the bearing points. to smooth surface to prevent damage. Z Use proper rig- Use equipo apropiado Sostenga cada truss en ging and hoisting para levantar e g Position con equipo de grim hasta que la restriction lateral temporal de El contratista Irene la responsabilidad de recibir, la cuerda superior este instalado y el truss esla asegurado en los soportes. descargar y almacenar adecuadamente los equipment. improvisor. N trusses en la obra.Descargue los trusses en la Installation of Single Trusses by Hand tierra lino para prevenir el dano. Recommendacciones de Levantamiento de Trusses !r Individuates Por La Mano r.. r li F17.77-:--:::1 • ; , -- .Ryy_ Trusses 20' Trusses 30' 1 . rrr� (6.1 m)or --j"il (9.1 m)or less, \ �'�!. ■ n;:i, less,support i support at - 1 L;.�� near peak. i quarter points. I;iiii • Soporte Soporte deGb0 cerca al pitolos trusses • los cuartos II �§.D.r�, a �br.'Yi I F Trusses up to 20' ♦ de tram°los E Trusses up to 30'-' de 20 pies o (6.1 m) trusses de 30 (9.1 m) Trusses may be unloaded directly on the ground at DO NOT store NO almacene menos. Trusses hasta 20 pies pies o menos. Trusses hasta 30 pies the time of delivery or stored temporanly in contact unbraced bundles verticalmente los with the ground after delivery.If trusses are to be upright. trusses sueltos. . ' stored for more than one week,place blocking of _ Temporary Restraint & Bracing sufficient height beneath the stack of trusses at 8' :. : Restriccion y Arriostre Temporal III (2.4 m)to t0'(3 m)oncenter(o.c.). - de If Los trusses pueden ser descargados directa- \` . . NOTICE Refer to BCSI-B2"'for more information. mente en el sue/°en ague/momenta de entrega �`-' ` -,; -'�� Top Chord Temporar o almacenados tempora/mems en contact°con el r `\' '1 yea el resumen BCSI-82"para mas information. ` Lateral Restraint suelo despues de entrega.Si los trusses estaran ''S �`, (TCTLR) guardados para mas de una semana.ponga Locate ground braces directly in line with all rows 2x4 min. 41 bloqueando de altura suliciente detras de la pita of top chord temporary lateral restraint(see table de los trusses a 8 hasta 10 pies en centro(o.c.). �� ..ate�- in the next column). `/ I% ' �, �\ A' s2a.a.,t 0 If trusses are to be stored for more than �`lip et one week,cover starbundles to protect from - Coloque los arriostres de tierra para el primer the environment. truss directamente en linea con cada una de las DO NOT store on NO almacene en Tierra files de restriccibn lateral temporal de la cuerda ' 9J.. ' Brace first Pam trusses guardados par mas de una semana, uneven ground. desigual. superior(yea!a tabla en la pr6xima columna). r truss cubra los paquetes para protegerlos del ambients. securely is DO NOT walk on unbraced trusses. before Refer to!KV-for more detailed information per- NO Gamine en trusses sueltos. t—erection of taming to handling and jobsite storage of trusses. additional yea ellol/eto BCSI"'para informaci6n mas decal- DO NOT stand on truss overhangs until trusses. lade sabre el manejo y almacenado de los trusses Structural Sheathing has been applied to en area de trabajo. Iti�' ,� the truss and overhangs. 1�, _,. -:000fir+_,� �y. NO se pare en voladizos cerchas hasta �I 111 mini \—r, Revestimiento estructural ha sido aplicado di ala armadura y voladizos. I I ;ADVERTENC/A HOJA RESUMEN DE LA GUM DE BUENA PRACT/ Vanos más de 60 pies pueden requerir • 28'3' y✓� O O N CV fV N O C1 9 ^ c0 N V M O O C J � I I J01 — J02— J03� J03-- r J03 J03 1 m J03 N J03 w- J03 J03 —" —' J03 J02 J01 127 o o T26 T26 T26— n T26— • C) T26 7261— Y tt. T25— T25— GE01— 2'2' -- GE02•- 'r }• t f f f r l 6' 227" 59.11- APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA N( STALLING, RESTRAINING AND BRACING OF TRUSSES �� racing. Consult a Registered Design Professional. Steps to Setting Trusses Restraint& Bracing for 3x2 and 4x2 Parallel Chord Trusses Restriction y Arriostre Para Trusses de Cuerdas Para!etas 3x2 y 4x2 Las Medidas de la Instalacion de los Trusses ` 10' 3mlor /09 ( D.agonal bracing Repeat diagonal bracing v 1)Installground bracing.2)Set first truss and attach securelytoground bracing.3)Set next 4 NOTICE Refer to 15(4.6 ml' every 15 truss spaces 30' E E (9.1 m)max. Ao trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal lir sl-r3Y"for more �� S m bracing(see below).5)Install web member plane diagonal bracing to stabilize the first five trusses information. - i (see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(see below). A rn 7)Repeat process with groups of four trusses until all trusses are set. Vea el resumen SCSI•B 7••• !�_ 'Co para mas information. '� '3 1)Instate los arriostres de Berra.2)Instate el primero truss y ate seguramente al arriostre de Cierra. ¶ 11 .is�'-�1__ `� � 3)Instate los preximos 4 trusses con restriccidn lateral temporal de miembro corto(yea abajo).4) - s 2'o.c.,typ. - L0 v Instale el arriostre diagonal de la cuerda superior(yea abajo).5)Instale arriostre diagonal para los Apply diagonal brace to vertical 'u pianos de los miembros secundarius para estabilice los primeros cinco trusses(yea abajo).6)Instatewebs at end of cantilever and at la restriction lateral temporal y arriostre diagonal para la cuerda inferior(yea abajo).7)Repita este bearing locator's All lateral restraints I`- procedimiento en grupos de cuatro trusses hasta que todos los trusses ester)instalados. __ lapped at least two trusses. '§n`. NOTICE Refer to SCSI-82"'for more information. • 'Top chord temporary lateral restraint spacing shall be 10'(3 m)o.c.max.for 3x2 chords g Vea el resumen BCSI-B2"'para mas information. and 15(4.6 m)o.c.for 4x2 chords. $d Restraint/Bracing for All Planes of Trusses Out-of-Plane Restriccion/Arriostre Para Todos Pianos de Trusses Installing - Instalacion Out-of-Plumb Max.Bow Truss Length U= !-✓, Minimum lumber used for lateral restraint and diagonal bracing is 2x4 stress-graded lumber.Attach biiTolerances for Out-of-Plane. 3/4" 12.5' m o to each truss with at least 2-10d(0.128x3"),2-12d(0.128x3.25")or 2-16d(0.131x3.5")nails. Tolerancias para Fuera-de-Plano D150 D(ft.) (19 mm) (3.8 m) o-E La madera 2x4 clasificada por estres es la madera minima ulilizada para restriction lateral y arriostramiento di- Max.Bow 114" 1' 7/8" 14.6' d w Length--I' mm) 0.3 m) (22 mm) 4.5 agonal.Aladas a Cada braguero con al minimo 2 clavus 10d(0.118x3'),12d(0.728x3.25)0164(0.131x3.5'). (6 { ( m) J This restraint and bracingmethod is for all trusses except 3x2 and 4x2parallel chord trusses .�.L 1f2" 2' 1• 16.T c Max.Bow n91 4 (13 mm) (0.6 m) (25 mm) (5.1 m) (PCTs).See top of next column for temporary restraint and bracing of PCTs. `o Max.Bow 0 3.14" 3' 1-118" 18.8' m a Este metodo de restriction y arriostre es para ludo trusses excepto trusses de cuerdas paralelas __ t (19 mm) (0.9 m) (29 mm) (5.7 m) co (PCTs)3x2 y 4x2.Vea la parte superior de la columna para la restriction y arriostre temporal de PCTs. �--'-- n 1• q• 1-v4' 20.8' g'E ...-aa---Length , m Plumb o /line (25 mm) (1.2 m) (32 mm) (6.3 m) 1)TOP CHORD PLANE-CUERDA SUPERIOR Tolerances for f 1-114' 5' 1-3/8" 22.9' `.o Truss Span Top Chord Temporary Lateral Restraint(TCTLR)Spacing Out-of-Plumb. (32 mm) (1.5 m) (35 mm) (7.0 m) m., '-on itud de Tramo Es aciamiento del Arriostre Temporal de la Cuerda Superior 0 1-1l2• 6' 1-112" 250' -i-. g P P Tolerancias para D/50 max (38 mm) (1.8 m) (38 mm) (7.6 m) g' Up to 30' MB 10'(3 m)o.c.max Fuera-de-Plomada. 1-3/4" 7' 1-3)4" 29.2' -at' ( ) { ) mm) ( (9.1 m) 44 mm 2 1 m (44 (8.9 m c 30'-45' 2" 28' 2" 233.3, g'g- (9.1 (9.1 m-13.7 m) 8'(2.4 m)o.c.max. Construction Loading (51 mm) (224 ml (51 mm) (10 1 m) '?c as-60' Carga De Construction x"o 6(1.8 m)o.c.max. , Maximum Stack Height 3.7 m-18.3 m) 0rt D O NOT with construction until all lateral restraint o a �.Y proceedfor Material on Trusses'' xi y 60'-80'' 4' 1.2 m o.c.max. and bracing is securely and properly in place. 8-E +.3 m-24.4 my ( ) Material Height n NO proceda con la construction haste que todas las restric- o. .,suet a Registered Design Professional for trusses longer than 60'(18.3 m). ,. . ciones laterales y los arriostres esten colocados en forma Gypsum Board 12"(305 mm) ,nsulte a un Professionat Registrado de Olseno para trusses man de 60 pies :-4�` apropiada y segura. o ��`� Plywood or OSB 16"(406 mm) o A See BCSI-B2••"for TCTLR options. � �� `�/ DO NOT exceed maximum stack heights in table at right. 2 __ V+ \� Refer to BCSI-B4•••for more information. Asphalt Shingles 2 bundles c 3 Vea el BCSI-82''para las opciones de TCTLR. r �- o �`��` ���� Convele Block 8"(203 mm) - NOTICE ...;a7=-::::.---- \`\ -.4...� -S. 'Ns.- NO exceda las allures maximas de mouton.Vea el resumen 3 Refer to BCSI.83"' - =�`�\ ��� CYO BCSL84"'para mas information. Clay Tile 3.4 tiles high m o for Gable End Frame restraint/bracing/ � -\``�\`\`� r c c reinforcement information. A`\,� A'1�j► A _ /, .4*\ 1.Based on truss Ilve load of 40 psf or .q„ �. \� TCTLR R�z \`►I� greater.For other conditions,contact m Para informacibn sobre restriccioNOpp. `� -.� ®��__ I l� a Registered Design Professional. E v arriostre/refuerzo para Armazones I, `��.' 2.Install stacks of materials as quickly '14.Vj- as possible. E.'.§ a Hastiales yea el resumen BCSI-83" ' Note:Ground bracing not shown for clarity. . 10"or NEVER stack materials near a peak,at mid-span,on cantilevers or overhangs. 3 d Truss attachment NUNCA agile los materiales cerca de un pica,a centro de la luz.en z'8 0 Repeat diagonal braces for each set of 4 trusses. required at support s) cantilevers o aleros. .• '1 'o Repita los arrisotres diagonales para cads grupo de 4 trusses. Section A-A >. LATERAL RESTRAINT St DIAGONAL BRACING ARE DO NOT overload small groups or single trusses. I"I,I,i E'.,,. NOTICE NO sobrecargue peque los grupos o trusses individuates. , U VERY IMPORTANT Place loads over as many trusses as possible. is r Cotoque las cargas sobre tantos trusses comp sea posible. m jLA RESTRICCION LATERAL V EL ARRIOSTRE DIAGONAL SONo 2. MUV IMPORTANTES! Position loads over load bearing walls. , Continuous Lateral Restraint Coloque las cargas sobre las Paredes soportantes. -6 - _ - N 8 2)WEB MEMBER PLANE- �`�,T� Diagonal (CLR)splice reinforcement / 8 q • • bracing Alterations Alteracjones ; PLANO DE LOS MIEMBROS \�!' it Truss Member `� SECUNDARIOS �`\�;I�� � 2x_CLR NOTICE Refer to C';I _ �i t � ��� • -�� , ��.e l e e - Tries Gating tO mown br cl8ny. 10 I- .��e;e■ �� Vea el resumenlacsl r.., $t Web members �.`\ wee;es a ~�\\\u1�?,'' 4 (9 DO NOT cut.alter.or drill any structural member of a truss unless I BO 1 azi \\:��i�• ,13 specifically permitted by the truss design drawing. A I o . .;\\`�'a�1 !`` ` W N 1- ,Ie ` , W� me torte,altere o perfore mento miembro estructural de un truss,a �'�, e>a • ` mends que este especificamente permitido en e!dibujo del diseno , -- E,' \���ev� a x•.410. Bottom del truss. -d ��\ chords Mnarlum2'2x-Scabbbckayl over CLR splice.Attach NOTICE 152. Diagonal braces every th LRv.ithminimum 6.16d Trusses that have been overloaded during construction or altered without the Truss Man- m= 10 truss spaces 20' (0.135x3.5•)nails each sale ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. o w (6.1 m)max. of splice or as specified by the Trusses que se han sobrecargado duranle la construction o han sido alterados sin la actor- 0- 1M(3 m)-15'(4.6 m)max. Bulldog Designer. to izacien previa del Fabricante de Trusses,pueden hater nulo y sin efecto la garantia limitada del to Same spacing as bottom chord Note:Some chord and web members SECTION A-A Fabricante de Trusses. lateral restraint not shown for clarity. .2 "Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance. o A 3)BOTTOM CHORD PLANE- ��� ng CUERDA INFERIOR � /1 Truss ``......-'%•-___,r,, ` '! Member NOTE:The Irwit manufacturer and tons ke rho w rely on the presumption that the convector and crane operate(b sieves I are .R. Lateral Restraints-2x4x12'or greater ` `w.`` professionals with the capability to undertake the work they have agreed to do on any given greed If the Contractor believes it needs E lapped over two trusses ) ►►��� assistance ini sone aspect of the construction protect.4 should seek assistance from a competent party.The meeeds and procedures 8a "► `` ` j Note:Some chord outlined in misdoouneel are intended to ensure that the overall construction techn guns employed will put the trusses Into place SAFELY. N or CLR splice reinforcement. `►`�.` �► ``� mese recommendatwns for paneling instal:rig.restraining and bracing trusses are based upon me wnectrve experience of leading E•1 `'►`_ -.0-'4'..%..--- ,., ` and web members personnel involved wrtn wss design.manufacture and mstallatlon.but must.due to the nature of responsibditas irnoNed.be presented 5 Bottom ..14.-,........ ........2 ,...� `` '_ not shown for only as a GUIDE for use by a qualified building designer or contractor.It is not intended that these recommendations be interpreted as ,n a chords `` ` / clarity. supercar to the building designer's demon specdicaton for handling.,nstaaing.restraining and bracing trusses and rt does not preclude the L E '=_ ` use of other equivalent methods for restraining/tramp and providing stabilIy for the walls.columns.floors.roofs and all the interrelated re U _ structural booking components as determined by the contractor Thus.SBCA and TPI expressly disclaim any responsibt�ry for damages E od ./ �=�s42`� ..t%...........7.__. arisi g from the use.application.or reliance on the recommendations and informatwn contained herein. E e .````:_`` / 5: %............A gonal braces every 10 ' -� "'m ,�. Ttruss spaces 20'(6.1 m)max. SgCA E TRUSS PLATE INSTITUTE 10' 3 m •15'(4.6 m)max. 6300 Enterprise Lane•Madison.WI 53719 218 N.Lee SI..Ste.312-Alexandria,VA 22314 v ( ) 608-274-4849•sbcindustry.com 703-683-1010•tpinsl.org .ARN11 17 i t ~ PARA EL MANEJO, INSTALACION, RESTRICCION Y ARRIOSTRE DE LOS TRUSSES iostre permanente complejo. Consulte a un Profesional Registrado de Disetio. l Carolina Lumber Company r Site Information 743 SAILFISH, Duval Structural Engineer of Record Derek B.Murray 47ueHouse 47455 Suttonutton Park Court,Suite 402 Jacksonville, FL 32224 WIND LOADING(Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd = 1.00) MWFRS TCLL 20 psf TCLL 40 psf 130MPH (3 second gust)\ASCE 7-10 TCDL 7 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 0 psf+ NCLL 10 psf BCLL 0 psf Exposure B BCDL 5 psf BCDL 5 psf Occupancy Category II(Res) FBC 2014 RES\TPI 2007 This Package inlcudes 35 truss designs with individual date of design NO JOB ID TRS ID DATE NO , JOB ID TRS ID DATE NO JOB ID TRS ID DATE 1 67162 GE01 5/12/2017 29 67162 T21 5/12/2017 2 67162 GE02 5/12/2017 30 67162 T22 5/12/2017 3425 67162 HJ01 5/12/2017 31 67162 T23 5/12/2017 4 67162 HJ02 5/12/2017 32 67162 124 5/12/2017 5 67162 J01 5/12/2017 33 67162 T25 5/12/2017 6 67162 J02 5/12/2017 34 67162 T26 5/12/2017 7 67162 J03 5/12/2017 35 67162 T27 5/12/2017 8 67162 J04 5/12/2017 9 67162 T01 5/12/2017 10 67162 102 5/12/2017 11 67162 103 5/12/2017 12 67162 T04 5/12/2017 REVIEWED FOR CODE COMPLIANCE 13 67162 Toy 5/12/2017 CITY OF ATLANTIC BEACH 14 67162 106 5/12/2017 SEE PERMITS FOR ADDITIONAL 15 67162 To7 5/12/2017 REQUIREMENTS AND CONDITIONS 16 67162 T08 5/12/2017 17 67162 T09 5/12/2017frif DATE C-3/—/ 7 18 67162 T10 5/12/2017 REVIEWED BY: 19 67162 T11 5/12/2017 20 67162 T12 5/12/2017 21 67162 T13 5/12/2017 22 67162 T14 5/12/2017 23 67162 T15 5/12/2017 24 67162 _T16 5/12/2017 OFFICE COPY 25 67162 T17 5/12/2017 26 67162 T18 5/12/2017 27 67162 T19 5/12/2017 28 67162 T20 5/12/2017 ��‘N1,1'K,trr f/,//,/•. A V.ti 1 9 S, :� \). *'GEA,�•'•'<< '.� I. /q*/\ Apex Technology is a ficticious name owned by Jax Apex Technology.Inc.,a Florida Corporation. Florida N 6 Engineer Business No.7547-4745 Sutton Park Court.Suite 402 Jacksonville,FL 32224(904)821-5200 * : — • The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the ' Truss Design Drawings listed above and attached. The suitability and use of each drawing for any •. TATE O F A P E X particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2tti:7 •• • �� With my seal affixed to this sheet.I hereby certify that this serves as an index sheet in conformance with •. V •••• \ , •` Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engineers 'l WO ( 1Q j``%% r Job#67162 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION I BRG# REACTION UPLIFT 1 43'03"00 GE01 GABL 5.00/12 Pitch 1 -Ply 1 715.42 81.00 2 1678.94 249.00 3 680.15 78.00 1 22'07"00 GE02 GABL 5.00/12 Pitch 1 -Ply 1 1628.63 227.00 4 08'04"05 HJO1 HIP_JACK 3.54/12 Pitch 1 -Ply 1 401.60 40.00 2 72.04 0.00 3 274.55 70.00 1 02'11"04 HJO2 HIP_JACK 3.54/12 Pitch 1 -Ply 1 255.68 62.00 2 31.93 2.00 3 41.69 15.00 8 02'00"00 J01 JACK 5.00/12 Pitch 1 -Ply 1 182.85 27.00 2 21.51 2.00 3 23.51 10.00 8 04'00"00 J02 JACK 5.00/12 Pitch 1 -Ply 1 230.14 27.00 2 52.04 0.00 3 85.21 29.00 22 06'00"00 J03 EJACK 5.00/12 Pitch 1 -Ply 1 289.64 30.00 2 81.24 0.00 3 137.98 46.00 2 02'02"00 J04 EJACK 5.00/12 Pitch 1 -Ply 1 185.44 26.00 2 24.17 1.00 3 29.70 12.00 1 39'09"00 T01 COMN 5.00/12 Pitch 1 -Ply 1 351.21 32.00 2 1359.75 12.00 3 991.33 26.00 2 39'09"00 T02 COMM 5.00/12 Pitch 1 -Ply 1 404.03 31.00 2 1337.46 4.00 3 962.13 28.00 1 39'09"00 T03 COMN 5.00/12 Pitch 1 -Ply 1 396.58 28.00 2 1364.21 14.00 3 950.96 29.00 1 39'09"00 T04 COMM 5.00/12 Pitch 1 -Ply 1 404.86 26.00 2 1329.48 13.00 3 959.63 31.00 1 39'09"00 T05 COMN 5.00/12 Pitch 1 -Ply 1 400.02 27.00 2 1349.87 37.00 3 957.03 28.00 1 39'Q9"00 T06 ` COMN 5.00/12 Pitch 1 -Ply 1 397.91 27.00 2 1361.84 33.00 3 954.60 28.00 1 39'09"00 T07 COMN 5.00/12 Pitch 1 -Ply 1 381.98 24.00 2 1417.48 30.00 3 940.29 28.00 1 39'09"00 T08 COMM 5.00/12 Pitch 1 -Ply 1 296.08 38.00 2 1792.81 38.00 3 889.02 32.00 1 39'09"00 T09 COMN 5.00/12 Pitch 1 -Ply 1 289.49 55.00 2 1763.12 249.00 3 846.75 117.00 1 39'09"00 T10 COMN 5.00/12 Pitch 1 -Ply 1 1128.43 162.00 Page 1 of 2 Job#67162 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 1947.95 271.00 3 -519.89 175.00 1 39'09"00 T11 COMN 5.00/12 Pitch 1 -Ply 1 1189.70 185.00 2 1463.84 214.00 3 300.50 55.00 1 34'09"00 T12 HIPS 5.00/12 Pitch 2-Ply 1 2118.59 290.00 2 2039.25 270.00 1 27'07"08 T13 COMN 5.00/12 Pitch 1 -Ply 1 982.81 19.00 2 899.71 100.00 1 27'07"08 T14 HIPM 5.00/12 Pitch 1 -Ply 1 982.81 24.00 2 899.71 104.00 1 27'07"08 T15 HIPM 5.00/12 Pitch 1 -Ply 1 982.81 33.00 2 899.71 109.00 1 26'09"08 T16 HIPM 5.00/12 Pitch 1 -Ply 1 955.67 39.00 2 872.42 110.00 1 25'09"08 T17 HIPM 5.00/12 Pitch 1 -Ply 1 923.11 44.00 2 839.68 109.00 1 25'09"08 T18 SPEC 5.00/12 Pitch 1 -Ply 1 923.11 35.00 2 839.68 90.00 1 25'09"08 T19 SPEC 5.00/12 Pitch 1 -Ply 1 922.09 27.00 2 839.47 72.00 1 25'09"08 T20 HIPS 5.00/12 Pitch 1 -Ply 1 977.47 18.00 2 895.10 6.00 11 1 25'09"08 T21 HIPS 5.00/12 Pitch 1 -Ply 1 1010.71 130.00 2 935.19 115.00 1 25'09"08 T22 HIPS 5.00/12 Pitch 1 -Ply 1 926.10 132.00 2 833.14 116.00 1 27'01"08 T23 HIPS 5.00/12 Pitch 1 -Ply 1 969.42 139.00 123.00 2 876.70 1 27'01"08 T24 HIPS 5.00/12 Pitch 1 -Ply 1 1658.62 234.00 2 1608.32 218.00 2 43'03"00 T25 COMN 5.00/12 Pitch 1 -Ply 1 698.68 87.00 2 2017.31 246.00 3 631.48 78.00 6 22'07"00 T26 COMN 5.00/12 Pitch 1 -Ply 1 866.84 75.00 2 819.99 138.00 1 22'07"00 T27 COMM 5.00/12 Pitch 1 -Ply 1 785.54 0.00 2 822.80 52.00 Total of Trusses 81 Maximun Height 0910"04 Page 2 of 2 -4D .-. „ ,,,,m. cc.xm< ry ,-.1 mc0 0 m * m . m (Ii > . 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TO < / r- ZO * m o > mim m S z � , _ � � o HT m r T SD Cm x D j - I N f VJ H D r cn X m ,2 O O x A Cl) m O cn D 0 0 c ^O 1 al m �1 CD ` J o M m r:�r:' r-r- o •Cn > r �. HHo m0 _< m ., li gD $ 0 W m �7 0 D • D Q70 m > oz „ -1/ m < D H D r m :':' milOOHS * I z CA H co m OD / z O ' A 4 co -i m yowm H 0 ,-(:), 11:1:111111111 (,) r m S < H H 7 = Om =1 O = 00 z VV' I II , = O -I > pv 1 fl , O O o z 90 2 0 � 0 O -I S 0 n r— D C n' n O CT1) a m 67162 Ply:1 SEAN:17580/T29/GABL 1802 Qty: 1 FROM: ORW: GE01 Wgt:345.8 lbs Page 1 of 2 ... / ... 05/12/17 tIr 24'11' 1 ro•10 1178 171 2178 z 4274� 3611'8 ( 41'412 Pr7I713 7710 4714 45 9.117 h'12 12 474 1Y7 1-27-( I 1474 t•4• ICTc ) -4X8(••103 U TMOO _ v i4xs F I Imo. ITT.-Iv To4 T �X V iN051q..) 12 i5X7j..;DE ��\AA T 5p . 1! / -.-.-ce AD (a) ��E 5, .:,`� AF -4x51••)8 �. gNi3X4(•') tn I \Iw3X8(R) 33 Ate: •\Ah X61.2 AW 82 r•m(4 AV AU AT AS AR O AP AO AN AM AL AX AX m6X8(••) 114X4(R)m5X7(••) B3 114X4 IN5X7(•1 1 22'5'4 1 20712 1 11-41 113 81 1278 1 5.4' 1 e7 1 r4- 1r�8 1178 23'11' 293' 35'11' 439' -I (NNL) Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.461 AN 519 265 B 715 /81 /352 /- /179 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.966 AN 248 265 T 1679 /248 /670 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.179 AD - - AX 680 /77 /348 /- /- /3.5 Des Ld: 32.00 EXP:B HORZ(TL):-0.392 AD - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.610 T Min Brg Width Req= 1.6 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.612 AX Min Brg Width Req= 1.5 Spacing: MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI:0.989 Bearings B,T,&AX Fcperp=565psi. 24.0' C&C Dist a:4.32 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:16.02.016.0131.18 Lumber Wind Al-AJ 37 0 Q-S 381 -70 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C B-B 30 0 R-U 895 -132 member design. B-C 551 -1093 S- 252 -2 V Top chord 2x4 SP M-30:T4 2x4 SP SS: C-D 379 -744 U-V 515 -183 Bot chord 2x4 SP M-30:62,83 2x4 SP SS: Additional Notes D-E 453 -724 V-W 174 -18 Webs 2x4 SP#3 E-F 410 -242 W-X 183 -28 Lumber value set"13B"uses design values See DWGS A14015ENC101014&GBLLETIN1014 for E-G 607 -917 X-Y 177 -45 approved 1/30/2013 by ALSC gable wind bracing and other requirements. F-I 391 -189 Y-Z 176 -71 The overall height of this truss excluding overhang is G-H 641 -956 Z-AA 240 -351 Bracing 9-0-10. H- (a)Continuous lateral restraint equally spaced on J 790 --128 AA-AB 275 -45 I-K 362 -128 AB-AC 2511 4577 member. J-L 839-1200 AC-AD 237 -476 Plating Notes K-M 376 -113 AD-AE 210 -478 L-N 852 -1214 AE-AF 313 -644 All plates are 3X4 except as noted. M-O 391 -98 AF-AG 453 -854 (")10 plate(s)require special positioning.Refer to N-P 870 -1227 AG-AH 412 -892 scaled plate plot details for special positioning O-Q 407 -79 AH-AI 938 -1444 requirements. P-R 893 -1239 Plate positions consider a 0.50 inch truss perimeter edge distance. Maximum Bot Chord Forces Per Ply(lbs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-AW 952 -397 AQ-AP 457 0 to laterally brace chords as follows: AW-T 905 -339 AP-AO 457 0 Chord Spacing(in oc) Start(ft) End(ft) T-AV 510 -324 AO-AN 458 0 TC 24 -1.32 44.57 AV-AU 347 -133 AN-AM 459 0 BC 75 0.15 42.27 AU-AT 340 -129 AM-AL 776 -220 Apply purlins to any chords above or below fillers AT-AS 340 -129 AL-AK 789 -231 at 24"OC unless shown otherwise above. AS-AR 339 -128 AK-Al 793 235 Loading AR-AQ 439 0 Gable end supports 8"max rake overhang.Top Maximum Web Forces Per PI chord must not be cut or notched. y(lbs) Webs Tens.Comp. Webs Tens. Comp. NOTES: It 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. (TH 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547•4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Jacqueline E Rowland APEX TrueHouse PE No.60839 PE No 58544 PE No.71457 PE No.80499 67162 Ply:1 SEQN:17580/T29/GABL 1802 Qty: 1 FROM: DRW: GE01 Wgt:345.8 lbs Page 2 of 2 ... / ... 05/12/17 C-AW 346 -401 AV-W 1059 -1726 D-AW 531 -277 AR-AA 1095 -1782 AW-H 295 -335 AM-AF 580 -732 T-U 487 -777 Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Gables Tens. Comp. F-G 121 -114 AS-Y 57 -75 I-J 147 -162 Z-AR 854 -508 K-L 33 -37 AA-AQ 982 -596 M-N 46 -35 AP-AB 52 -60 O-P 59 -32 AO-AC 28 -24 Q-R 14 -133 AN-AD 61 -72 V-AV 881 -563 AE-AM 344 -261 W-AU 896 -510 AF-AL 357 -281 AT-X 36 -35 AK-AG 101 -56 I I I I NOTES: r 6111) 1.This drawing is not sufficient 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. Flonda Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Tru eHouse PE Michael G83 Kozlowski effrey P Arne PE No.58544son o58544son Derek B PE No.7f 1457y Jacqueline No.80499 and No. PE APEX 67162 Ply:1 SEQN:17486/T30/GABL 1802 Qty: 1 FROM: DRW: GE02 Wgt:130.2 lbs ... / ... 05/12/17 1104 7 I 11'3'8 I 20.8-12 1'11'13" - �j 9'5'4 95.4 1.3.1 F-3'3"8 -{ (TYP) - Ja4X4 I _ - I K I 12 H L 5 �' G M F _ N w E _ D 0 P n I 03X41..)C - - - a3X8�(R B . p 3X4('Ra3X8(R) s 1812 AF AE AD AC AB AA Z V X W V U T s 5X5( ) 227' I ) I'4.8( 227" 1 1.4.8 277" (NNL) (NNL) Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pi:NA Ce:NA VERT(LL):-0.002 C 999 247 AG72 /10 /27 /- /4 /271 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.004 C 999 247 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 0 - - B Min Brg Width Req= - Des Ld: 32.00 EXP:B HORZ(TL):0.003 Q - - Bearing B 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: 0.652 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.045 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.030 B-C 97 -116 1-J 168 -9 C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: R-S 37 0 J-K 167 -6 GCpi:0.18 Plate Type(s): A-B 52 0 K-L 141 -6 Wind Duration:1.60 WAVE VIEW Ver:16.02.018.0131.18 B-C 159 -154 L-M 115 -12 Lumber Additional Notes C-D 21 -32 M-N 91 17 Value Set:13B(Effective 6/1/2013) See DWGS A14015ENC101014&GBLLETIN1014 for E-E 31 -25 N-P 67 -27 gable wind bracingand other requirements. E-F 1420 O-P 33 27 Top chord 2x4 SP#3 F-G 92 -14 P-Q 23 -35 Bot chord 2x4 SP#3 The overall height of this truss excluding overhang is G-H 117 -9 Q-R 702 -723 Webs 2x4 SP#3 4-8-15. H-I 142 -7 Lumber value set"13B"uses design values approved 1/30/2013 by ALSO Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 3X4 except as noted. B-AF 118 -45 Z-Y 129 -50 (-)3 plate(s)require special positioning.Refer to AF-AE 120 44 Y-X 128 50 scaled plate plot details for special positioning AE-AD 123 -46 X-W 127 -49 requirements. AD-AC 125 -46 W-V 126 -49 Plate positions consider a 0.50 inch truss perimeter AC-AB 126 47 V-U 124 48 edge distance. AB-AA 127 -48 U-T 121 -47 AA-Z 127 -48 T-R 120 -48 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Gable Forces Per Ply(lbs) to laterally brace chords as follows: Gables Tens.Comp. Gables Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 23.90 D-AF 36 -32 V-K 101 -82 r BC 120 0.98 21.60 E-AE 95 -85 X-L 81 -73 Apply purlins to any chords above or below fillers F-AD 53 -72 W-M 54 -73 at 24"OC unless shown otherwise above. G-AC 54 -73 V-N 53 -72 H-AB 81 -73 U-O 89 -80 Wind I-AA 101 -82 T-P 40 -31 Wind loads based on MW FRS with additional C&C J-Z 0 -74 member design. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03. should be used in conjunction with the architectural plans during installation. /� (111'1.4 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE No 160839 Kozlowski PE No.58544 Derek No.71457y Jacqueline APEX 67162 Ply.1 SEAN:17432/T12/HIP_ 1802 Qty:4 FROM: DRW: HJ01 Wgt:29.4 lbs ... / ... 05/12/17 C fi 10'7"8 12 y/ 3.54 co � r N <h 3 3X4(A1)B A1_41),_81IA 1 2 D 8'4"5 111"5 1 8'4"5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 402 /39 /- /- /- /4.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 72 /- /23 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 D - - C 275 /70 /- /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):0.041 D - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.855 D Min Brg Width Req= - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.461 C Min Brg Width Req= - Load Duration:1.25 Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.01B.0131.18 Lumber A-B 32 -4 B-C 78 -63 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#1 Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.90 8.36 BC 99 0.15 8.36 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Hipjack supports 5-10-15 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 2-9-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03. should be used in conjunction with the architectural plans during installation. TH 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer lq*/\ Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,Ft.32224-904.821.5200 APEX TrueHouse PE No.1608391 ki PEJeffrey No. 8544son PE N0.7k1457y Jacqueline PE No.80499Rowland 67162 Ply:1 SEAN:17435/T36/HIP_ 1802 Qty: 1 FROM: DRW: l-1J02 Wgt:12.6 lbs ... / ... 05/12/17 12 3.54 C AT 91or15 3X4(A1)B N CO _I_ A lijMMIEMEMEll i _let+.8'1"2 I-- 1'11"5 2'11"4 1 2'11"4 ii Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 256 /62 /135 /- /33 /4.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 32 /5 /15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 42 /14 /16 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.425 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.095 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.018.0131.18 Lumber A-B 32 0 B-C 12 -22 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.90 2.94 BC 34 0.15 2.94 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 1-2-11. NOTES: r L 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (rfl) 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 APEXTru eHo use Michael G Kozlowski Jeffrey P Ameson Derek B Murray Jacqueline E Rowland PE No.60839 PE No.58544 PE No.71457 PE No.80499 67162 Ply.1 SEQN:17416/T10/JACK 1802 Qty: 8 FROM: DRW: J01 Wgt:8.4 lbs ... / ... 05/12/17 12 C 5 8'1 1"15 ; IIIIlll. _ l 4(**)BCO N N 5 `� 1 48h1It2 �`-- 1'4"8 2' 2' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 183 /27 /101 /- 131 13.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 22 /1 /10 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C 24 /10 /12 1- /- /1.5 Des Ld: 32.00 EXP:B - HORZ(TL):-0.000 D - - Wind reactions based on MW FRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.312 D Min Brg Width Req= - BCDL:3.0C Min Brg Width Req= - Load Duration:1.25 psf TPI Std: 2007 Max BC CSI: 0.056 Bearing B Fcperp=565psi. Spacing:24.0" MW FRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.016.0131.18 Lumber A-B 30 0 B-C 9 -23 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 2.00 BC 22 0.15 2.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MW FRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-2-5. 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. 61.1 I2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224.904.821.5200 APEX TrueHouse PE No.Michael 608391 kit FEJeffrey No. 8544 PE No.71457y JPE No!80499owland 67162 Ply:1 SEQN:17419/T8/JACK 1802 Qty: 8 FROM: DRW: J02 Wgt:14.0 lbsT / ... 05/12/17 C 5cl, 12 �� 9'9"15 T O "' N 3X4(**)g `° N 4y 5 A ' l� 8,12 ►. D 14"8 4' A Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 230 /26 /121 /- /51 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 52 /- /20 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D - - C 85 /29 /35 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):0.004 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.356 D Min Brg Width Req= - C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.189 MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi. Spacing:24.0' p C&C Dist a:3.00 ft FT/RT:30(010(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.01B.0131.18 Lumber A-B 30 0 B-C 33 -67 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-0 0 0 approved 1/30/2013 by ALSC Plating Notes ("")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 4.00 BC 46 0.15 4.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MW FRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-0-5. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,indude BCSI 1-03, should be used in conjunction with the architectural plans during installation. �� (111..H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Fonda Corporation. Florida Engineer Business No.7547.4745 Sutton Park Court,Suite 402,Jacksonville.Ft.32224-904.821.5200 TrueHouse PE No.6083Kozlowski Jeffrey 58544�n Derek No.Murray7457Jacqueline 80499Rowland Michael G APEX 67162 Ply:1 SEQN:174221 T11/EJAC 1802 Qty: 22 FROM: DRW: J03 Wgt:19.6 lbs ... f ... 05/12/17 -ri°C 10'7"15 5 12 O N N 3X4(**)B A �� (t) 8'1"2 �� 6' 1'4"8 6' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 290 /30 /148 /- /70 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 81 /- /32 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 D - - C 138 /45 /59 I- 1- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):0.017 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.721 D Min Brg Width Req= - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.461 C Min Brg Width Req= - Load Duration:1.25 Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.018.0131.18 Lumber A-B 30 0 B-C 53 -68 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 6.00 BC 70 0.15 6.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-10-5. 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, ( Iihh1) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer if Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 TrueHouse MichaePE No.16083 Kozlowski Ameson PEreyNo P58544 Derek BPE No.Murray1457Jacqueline No.80499owland APEX 67162 Ply:1 SEAN:174291 T2/EJAC 1802 Qty: 2 FROM: DRW: J04 Wgt:9.8 lbs ... / ... 05/12/17 12 C 5 .' ---r T 0 9'0"1 2 N 3X4(**)B c� Ln A I i N- 8'1"2 ►OM -M D 1----- 1'4"8 2'2" 2'2" ei 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 roc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL):NA B 185 /25 /102 1- /32 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 24 /0 /10 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D - - C 30 /12 /12 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):0.001 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code f Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.312 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.054 C Min Brg Width Req= - g MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi. Spacing:24.0' C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.018.0131.18 Lumber A-B 30 0 B-C 11 -28 Value Set:13B(Effective 611/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"136"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 2.17 BC 24 0.15 2.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-3-2. NOTES: f- 1.This drawing is not sufficient alone for installation.Additional instructions accompanying this truss drawing,indude BCSI 1-03, should be used in conjunction with the architectural plans during installation. � (41) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer /g- /\ Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APEXTru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Jacqueline E Rowland PE No.60839 PE No.58544 PE No.71457 PE No.80499 67162 Ply:1 SEQN:17529/T28/COMN 1802 Qty: 1 FROM: DRW: TOt Wgt:180.6 lbs ... / ... 05/12/17 9'1'4 13'9"419'10'8 25'11'12 31'9'9 39'9' I 9'1"4 I 4.8" I 6'1"4 i 6,1'4 I 5'9"13 I 7'11"7 I Ea5X5(..) I 12 84X5 G 5 pn sH0510(..:, �..,1011111111111 ............N3X4 G N5X5(..) or 1LT J.7(87T4 =4 1: 62 s5X7(.. •I A/� _ 02 K L 12 114X5(") 1---973 1 30'6"13 1 1'4"8 9'3"3 1 '7"5 9'4'6 10'2"10 989 'I I IF' I 9'3'3 19108 29214 395"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.242 I 999 365 B 351 /31 /135 1- /150 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.489 I 748 365 L 1360 /12 /628 /- /- /4.9 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.090 I - - H 991 125 /473 /- /- /3.5 Des Ld: 32.00 EXP:B HORZ(TL):0.175 I - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.877 L Min Brg Width Req= 1.6 BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.945 H Min Brg Width Req= 1.5 Load Duration:1.25P Bearings B,L,&H Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI:0.707 C&C Dist a:3.97 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:16.02.016.0131.18 Lumber Additional Notes A B 30 0 E-F 445 -1542 B-C 161 -118 F-G 740 -2699 Value Set:13B(Effective 6/1/2013) Shim all supports to solid bearing. C-D 171 -74 G-H 843 -3083 Top chord 2x4 SP#2:T4 2x4 SP#1: The overall height of this truss excluding overhang is D-E 441 -1540 Bot chord 2x4 SP#2:B2,B3 2x4 SP#1: 8-7-11. Webs 2x4 SP#3 n values Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-L 15 -64 J-I 2141 -460 Bracing K-J 1062 -210 I-H 2822 -711 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. ('")8 plate(s)require special positioning.Refer to C-K 194 -434 E-J 787 -155 scaled plate plot details for special positioning K-L 339 -1297 J-F 303 -820 requirements. K-D 317 -1549 F-I 542 -133 Plate positions consider a 0.50 inch truss perimeter 0-J 430 0 I-G 214 -406 edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 39.75 BC 75 0.15 9.09 BC 120 9.09 39.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MW FRS with additional C&C member design. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. (111'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer %�Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APEX Tru eHo use Michael G Kozlowski PE No.60839 Jeffrey P Arneson Derek B Murray Jacqueline E Rowland PE No.58544 PE No.71457 PE No.80499 67162 Ply:1 SEAN:175251 T27/COMN 1802 Qty: 2 FROM: DRW: 102 Wgt:186.2 lbs ... / ... 05/12/17 ( 7'117 , 101.12 13'9"4 , 1910"8 , 25'11"12 ( 31'9"9 , 39'9" 7'11'7 2'2"5 3'7'8 6'1"4 6'1"4 5'9"13 7'11"7 F=5X5(") II 12 04X5E 1. C'*13X4 5 p / 113X4 C / ;$5X5(..) `r/ H 5X5(") r° T .. K=6X8(' . T4 I1 et " tt4X5(R) 5X7(" .t 3'a'.4A(•-)B _ 13X8(..) 0 2 _48'1"2 L II4X5(R) r -101'12 1 297'4 1 )1'4"81 10'31 9'r 9'4'6 10'2"10 r3'8 10'3'8 19'10"8 29'2'14 39'5"8 39'9' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,PI in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.230 J 999 355 B 404 /31 /161 /- /150 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.460 J 772 355 M 1337 /4 /613 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.076 J - - I 962 /27 /464 I- /- /3.5 Des Ld: 32.00 EXP:B HORZ(TL):0.150 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.797 M Min Brg Width Req= 1.6 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.954 I Min Brg Width Req= 1.5 MWFRS Parallel Dist:h to 2h Re Factors Used:Yes Max Web CSI: 0.821 Bearings B,M,&I Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.97 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.018.0131.18 Lumber Additional Notes A-B 30 0 E-F 428 -1415 Value Set:13B(Effective 6/1/2013) Shim all supports to solid bearing. C-D 148 -271 F-G 430 -15 C-D 141 -92 G-H 724 2 -2582 Top chord 2x4 SP#2:T4 2x4 SP#1: The overall height of this truss excluding overhang is D-E 185 -74 H-I 827 -2968 Bot chord 2x4 SP#2 8-7-11. Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Bot Chord Forces Per Ply(lbs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-M 188 -56 K-J 2027 -448 L-K 849 -185 J-I 2715 -696 (")7 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs) requirements. Webs Tens.Comp. Webs Tens. Comp. Plate positions consider a 0.50 inch truss perimeter edge distance. C-M 162 -391 F-K 691 -148 M-L 196 -1016 K-G 303 -824 Purlins D-L 51 -67 G-J 552 -131 In lieu of structural panels or rigid ceiling use purlins L-E 333 -1401 J-H 214 -408 to laterally brace chords as follows: E-K 490 -1 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 39.75 BC 75 0.15 10.00 BC 119 10.04 19.88 BC 120 19.88 39.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 6 r 1.This drawing is not sufficient atone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 11 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 Derek BAPEX TrueHouse PE Michael owski PE JeffreyNo.58544 PE No.Murray7457Jacqueline PE No.80499owland 67162 Ply:1 SEQN:17532/T23/COMN 1802 Qty: 1 FROM: DRW: T03 Wgt:205.8 lbs ... / ... 05/12/17 7'11'6 10'3"8 18'2" 21'7' 2T10" 31'9'10 39'9" I' T11"6 ) 24"2 7'to"B i 3'5• ) 6'3" 3'11-10 T11-6 ) $5X5(") w5X5("). 12 C'a 3X4 5 12 ..... .... \AII 04X4 D T F-. 05X ..) H 4,5X5(..) o in Bo T 14 6X1p(..) "0510(•') a2E0'.....°.~• T'ec.1 ~ .3x4(.., t 'll m4A5`••)a _= .4x5(..) _48.1-2 2 / 113X8(") 12 114X5(") m5X5 10'112 1 297'4 1 11:4'8110'3.8 97' 7'5"8 4'5"6 7'11'70 10'3'8 191011 27'4' 315"6 39'9• 1 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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.194 M 999 355 B 397 /28 /154 /- /139 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.387 M 917 355 P 1364 /13 /623 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.063 J - - I 951 /28 /465 /- /- /3.5 Des Ld: 32.00 EXP:B --.- HORZ(TL):0.125 J - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.819 P Min Brg Width Req= 1.6 BCDL:3.0I Min Brg Width Req= 1.5 Load Duration:1.25 psf TPI Std: 2007 Max BC CSI: 0.982 Bearings B,P,&I Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.710 C&C Dist a:3.97 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:16.02.018.0131.18 Lumber Wind A-B 30 0 E-F 482 -1391 Value Set:13B(Effective 6/1/2013 Wind loads based on MWFRS with additional C&C B-C 129 -251 F-G 465 -1454 ) C-D 144 -82 (3-H 769 -2562 Top chord 2x4 SP#2 member design. D-E 467 -1500 H-I 554 -1883 Bot chord 2x4 SP#2 Webs 2x4 SP 43 Additional Notes The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values 7-11-2. Chords Tens.Comp Chords Tens. Comp. approved 1/30/2013 by ALSC B-P 170 -94 M-L 0 0 Bracing O-N 36 -62 L-J 21 -8 (a)Continuous lateral restraint equally spaced on N-K 2356 -588 J-I 1668 -432 member. Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. ("•)11 plate(s)require special positioning.Refer to scaled plate plot details for special positioning C-P 108 -355 N-G 364 -1069 requirements. P-O 297 -1127 G-K 396 -92 Plate positions consider a 0.50 inch truss perimeter 0-D 317-1070 K-L 47 0 edge distance. D-N 1359 -257 K-J 1864 -480 E-N 367 -43 K-H 697 -159 Purlins N-F 325 -74 J-H 262 -816 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 39.75 BC 75 0.15 10.00 BC 75 10.09 19.88 BC 98 19.88 27.98 BC 120 27.98 39.60 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: f- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. ( hI1) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402•Jacksonville,FL 32224-904.821.5200 TrueHouse PE No.Michael 60839 Kozlowski PErey P No 58544 son DerekE No.71457 )/ Jacqueline. 99owland APEX 67162 Ply:1 SEQN:17536/T22/COMN 1802 Qty: 1 FROM: DRW: 104 Wgt:201.6 lbs ... / ... 05/12/17 ( 7'11'6 , 10'1'19 16'2' ( 23'7" ) 2711'12 ( 31'9'10 { 39'9' 7'11'6 2'2'6 6'0"4 7'5" 4'4'12 3'914 711'6 T O5 E7( "") f 5X5(" ) 12 T 5 �- IY3X4 D (a) I. 111111114..'113X4 05X5(••) f- \\,. / H a5X •• yr Na5X7(.. � I,� ` 5x5 11135.4A f..)a �_ 1re4X5(..) ,- 12 2 8'1.2 P 0 12 ML J 13X8(") 714X5(") •5X5 1----109'12 1 297'4 1 1 (1'4'81 10'3'8 97" { 7'5'8 4'5'6 7'11-10 I 10'3'8 19'10'8 27'4' I 31'9 6 39'9• Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in toc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.190 M 999 355 B 405 /26 /170 /- /125 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.381 M 932 355 P 1329 /12 /600 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.067 J - - I 960 /30 /465 /- /- /3.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.132 J - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.752 P Min Brg Width Req= 1.6 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.888 I Min Brg Width Req= 1.5 MWFRS Parallel Dist:h to 2h Re Factors Used:Yes Max Web CSI:0.723 Bearings B,P.&I Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.97 ft . FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.018.0131.18 Lumber Wind A-B 30 0 E-F 560 -1695 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C C-D 1416 -273 F-G 860 -2561 member design. C-D 126 -74 G-H 806 -2577 Top chord 2x4 SP#2D-E 162 -54 H-I 574 -1909 Bot chord 2x4 SP#2 Additional Notes Webs 2x4 SP#3 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) approved 1/30/2013 by ALSC 7-1-2. Chords Tens.Comp. Chords Tens. Comp. Bracing B-P 190 -47 M-L 0 0 O-N 1137 -246 L-J 20 -8 (a)Continuous lateral restraint equally spaced on N-K 1755 -418 J-I 1692 -461 member. Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. (”)10 plate(s)require special positioning.Refer to scaled plate plot details for special positioning C-P 140 -376 F-K 881 -289 requirements. P-O 273-1040 K-L 47 0 Plate positions consider a 0.50 inch truss perimeter D-O 108 -188 K-G 96 -142 edge distance. O-E 357 -1535 K-J 1897 -512 E-N 799 -144 K-H 677 -160 Purlins N-F 127 -152 J-H 281 -840 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 39.75 BC 75 0.15 10.00 BC 119 10.04 19.88 BC 99 19.88 27.98 BC 120 27.98 39.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 6111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 yAPEX TrueHouse PE No.Michael60839 Kozlowski PErNo 58544son Derek No.714570 Jacqueline 80499 0 ERowland 99 67162 Ply:1 SEAN:17541/T7/COMN 1802 Qty: 1 FROM: DRW: T05 Wgt:210.0 lbs ... / ... 05/12/17 711"6 , 101'12 17'4'8 { 207" I 257' , 27'11-12 315'6 , 39'9' T11"6 22 6 I 7'2'12 3'28 5' 2'4.121 35.10 T11'10 Em5X5(") 5X5(') T t\F� X .. G If 12 H 113X4 3 ii 5rri 3X4 3Q5X5( / lX4 T P.5X7( s�> G3X4 1 T^ •.sxs L 1 =4A5(..)B o �_ J m4X5(') 1121461'2 �� R-0 12 NM K e3X8(") 014X5(") ia 5X5 101'12 1 297'4 1 1'4'8 10T8 97' 3'2'8 43' 4'5"6 7'11.10 ( 103'8 I 19'10.8 I 23'1' I 27'4" 31'9'6 I 39'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.204 N 999 355 B 400 /26 /161 /- /133 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.409 N 869 355 R 1350 /36 /609 /- /- 13.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.077 K - - J 957 /28 /460 /- /• 13.5 Des Ld: 32.00 EXP:B -- HORZ(TL):0.153 K - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.742 R Min Brg Width Req= 1.6 BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.862 J Min Brg Width Req= 1.5 Load Duration:1.25 P Bearings B,R,&J Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.721 C&C Dist a:3.97 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.01B.0131.18 Lumber Wind A-B 30 0 F-G 739 -2060 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C C-C 137 -260 H-H 898 -251 1 member design. C-D 128 -79 H-I 859 -25544 Top chord 2x4 SP#2 D-E 184 -58 I-J 605 -1905 Bot chord 2x4 SP#2 E-F 774 -2216 Webs 2x4 SP#3 Additional Notes Lumber value set"13B"uses design values The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Plylbs 7-7-3. (lbs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing B-R 178 -67 N-M 0 0 (a)Continuous lateral restraint equally spaced on Q-P 1171 -254 M-K 21 -8 member. P-O 2272 -589 K-J 1690 -495 O-L 1974 -536 Plating Notes (")10 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. Plate positions consider a 0.50 inch truss perimeter C-R 115 -361 O-G 196 -40 edge distance. R-Q 313-1104 G-L 669 -234 D-Q 155 -297 L-M 47 0 Purlins Q-E 366-1546 L-H 73 -69 In lieu of structural panels or rigid ceiling use purlins E-P 1664 -501 L-K 1893 -551 to laterally brace chords as follows: P-F 364 -835 L-I 653 -171 Chord Spacing(in oc) Start(ft) End(ft) F-O 96 -291 K-I 301 -839 TC 24 -1.32 39.75 BC 75 0.15 10.00 BC 119 10.04 19.88 BC 99 19.88 27.98 BC 120 27.98 39.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: f- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (TH) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /gt\ Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo u se PE Michael 6839 Kozlowski Jeffrey 58544 No. PEPE N0.71457y Jacqueline No.80499Rowland 67162 Ply:1 SEQN:17546/T25/COMN 1802 Qty: 1 FROM: DRW: T06 Wgt:200.2 lbs ... / ... 05/12/17 1 711'8 1 10','12 174 .8 1 227' I 27'1 I 3111'7 I 395' 1 7'11'8 22'4 72'12 5'2'8 5' 4'4'7 7'9'9 E=5X5(_) t 12 ftsxsrl 5 (a) TT r, 113X4 D ,H0510(") .0.0e.- H 63X4 r to T-� c'"""-----.0................m............... . JE =4X5(")B 015X5 l 11�s Ate. ,,2 \_ _�4xs(..) e,2 P 0 12 ML J -� 13X8(") 114X5(") •e5X5 1--10'1'12 1 297.4 1 11'4'81 10'3.8 1 97' I 7'5'8 I 47'7 I 7'9'9 1 10'3'8 19'10'8 27'4' 31'11'7 399" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Cl: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): 0.237 F 999 355 B 398 /26 /158 /- /133 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.473 F 750 355 p 1362 /32 /610 /- /- 13.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.084 J - - I 955 /27 /457 /- /- /3.5 Des Ld: 32.00 EXP:B HORZ(TL):0.166 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.704 P Min Brg Width Req= 1.6 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.768 I Min Brg Width Req= 1.5 MWFRS Parallel Dist:h to 2h Re Factors Used:Yes Max Web CSI:0.705 Bearings B,P.&I Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.97 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:16.02.018.0131.18 Lumber Wind A B 30 0 E-F 755 -2204 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C B-C 136 -254 F-G 823 -2502 member design. C-D 132 -74 G-H 865 -2502 Top chord 2x4 SP#2D-E 205 -49 H-I 630 -1903 Bot chord 2x4 SP#2:83 2x4 SP#1: Additional Notes Webs 2x4 SP#3 Lumber value set'138"uses design values The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) approved 1/30/2013 by ALSC 7-7-3. Chords Tens.Comp. Chords Tens. Comp. Bracing B-P 173 -83 M-L 0 0 O-N 1165 -250 L-J 21 -8 (a)Continuous lateral restraint equally spaced on N-K 3002 -887 J-I 1689 -519 member. Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. ("")10 plate(s)require special positioning.Refer to scaled plate plot details for special positioning C-P 118 -364 F-K 315 -831 requirements. P-O 315-1113 G-K 713 -215 Plate positions consider a 0.50 inch truss perimeter D-O 150 -289 K-L 49 0 edge distance. O-E 376 -1574 K-J 1850 -566 E-N 1606 -449 K-H 597 -142 Purlins N-F 508-1180 J-H 289 -748 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 -1.32 39.75 BC 75 0.15 10.00 BC 119 10.04 19.88 BC 94 19.88 27.73 BC 120 27.73 39.60 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. r NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 6-I) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer /# /\ Business No.7547.4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APEXTrueHouse Michael G Kozlowski Jeffrey P Arneson Derek B Murray Jacqueline E Rowland PE No.60839 PE No.58544 PE No.71457 PE No.80499 67162 Ply:1 SEQN:17549/T24/COMN 1802 Qty: 1 FROM: DRW: T07 Wgt:203.0 lbs ... / ... 05/12/17 711'8 10'3"8 16' 185" 24'7' 297' 31'11" 39'9' I 24" I 5'8'8 1 2'9" 1 5'10' I 5' I 2'4'61 75.10 I 1 T11'8 E F T r 12 5 014X4 1:::.. Abibi---. GH aH0510(") .16X12(..) I e4X4 v.tr- T P€4X6 0=6X8(.. Tin "o X4(..) I14 4X5( )A _2 r I X6.1'2 /' G") 12 N 04X5(") .i4X e3X8( 8 1- 10'1'12 1 297'4 1 1'4"8 10'3'8 5'10'4 3'8'12 97'8 2'4"14 7'10'2 I' I 10'3'8 1 16'1"12 I 19'10'8 I 29'6' 131'10'1 39'9' I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.344 G 999 355 B 382 124 /151 /- /123 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.687 G 517 355 R 1417 /30 /619 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.085 K - - J 940 /27 /447 /- I- /3.5 Des Ld: 32.00 EXP:B --- - HORZ(TL):0.168 K - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.704 R Min Brg Width Req= 1.7 BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.769 J Min Brg Width Req= 1.5 Load Duration:1.25 P Bearings B,R,&J Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.877 C&C Dist a:3.97 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:16.02.01B.0131.18 Lumber Wind A-B 30 0 F-G 725 -2109 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C C-D 2 -214H-H 924 -2534 member design. C-D 2552 2 --3131 H-I 980 -2742 Top chord 2x4 SP#2 D-E 438-1119 I-J 654 -1868 Bot chord 2x4 SP#2:B3 2x4 SP#1: E-F 444 -979 Webs 2x4 SP#3:W2 2x4 SP#2: Additional Notes Lumber value set"138"uses design valuesT0 overall height of this truss excluding overhang is7Maximum Bot Chord Forces Per Ply(lbs) approved 1/30/2013 by ALSO Chords Tens.Comp. Chords Tens. Comp. Bracing B-R 136 -185 N-M 0 0 (a)Continuous lateral restraint equally spaced on Q-P 108 -246 M-K 22 -15 member. P-O 1489 -347 K-J 1656 -541 O-L 3918-1304 Plating Notes All plates are 5X5(")except as noted. Maximum Web Forces Per Ply(lbs) (")12 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning requirements. C-R 132 -369 O-G 846 -2027 Plate positions consider a 0.50 inch truss perimeter R-Q 341 -1147 G-L 615 -1490 edge distance. Q-D 335 -1061 L-M 81 0 D-P 1248 -311 L-H 908 -304 Purlins E-P 280 -75 L-K 2032 -652 In lieu of structural panels or rigid ceiling use purlins P-F 296 -911 L-I 971 263 to laterally brace chords as follows: F-O 1376 -393 K-I 422 -1161 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 39.75 BC 75 0.15 10.00 BC 75 10.09 19.88 BC 117 19.88 29.44 BC 75 29.44 39.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: IC 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03. should be used in conjunction with the architectural plans during installation. 611) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer /g*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse MichaePE No.160 39 Kozlowski FEJeffrey No.58544son Derek B PE No.Murray1457JPE o.8049R�owland APEX 67162 Ply:1 SEQN:17572/T17/COMN 1802 Qty: 1 FROM: DRW: TO8 Wgt:187.6 lbs ... / ... 05/12/17 7'11'8I 14' I 20'9" ( 26'r ) 31'7" ) 39'9" { 7'11"8 6'0.8 6'9" 5'10" 5' 82" $5X5(•") T D a5X5P) E 12 r 5 may/ ` SXS(..) I /H0510(') F$5X5( ) G SN TI 133 i4Ao H=4X5(..)1 r 1 68'1'2 K J Ir =5X7(") =_6X8('•) m5X5(") 1---101"12 1 29'7'4 1 I1'4"8I 10'1'12 ( 10'5"8 I 10'8"4 I 8'5"8 10'1'12 20'7"4 31'3"8 39'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.118 F 999 353 B 296 /146 1120 /- /109 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.227 F 999 353 K 1793 /37 /657 I- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 D - - H 889 /31 /410 /- I- /3.5 Des Ld: 32.00 EXP:B HORZ(TL):0.054 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code l Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.902 K Min Brg Width Req= 2.1 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.990 H Min Brg Width Req= 1.5 MWFRS Parallel Dist:h to 2h Re Factors Used:Yes Max Web CSI:0.886 Bearings B,K,&H Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.97 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:16.02.018.0131.18 Lumber Wind A-B 30 0 E-F 393 -1028 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C C-D 644 -163 F-G 591 -1712 member design. C-D 775 -163 G-H 582 -1712 Top chord 2x4 SP#2 9 ' D-E 400 -900 Bot chord 2x4 SP#2 Additional Notes Webs 2x4 SP#3 Lumber value set"138"uses design values The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) approved 1/30/2013 by ALSO 6-2-5. Chords Tens.Comp. Chords Tens. Comp. B-K 210 -566 J-I 1724 -551 Bracing K-J 166 -9 I-H 1508 -467 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. (")10 plate(s)require special positioning.Refer to C-K 221 -427 J-F 423 -952 scaled plate plot details for special positioning K-D 492 -1476 F-I 129 -242 requirements. D-J 1013 -322 I-G 333 -31 Plate positions consider a 0.50 inch truss perimeter J-E 148 -32 edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 39.75 BC 68 0.15 39.60 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 4T-high x 24"-wide clearance. NOTES: It 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this miss drawing.include BCSI 1-03. should be used in conjunction with the architectural plans during installation. fit/\TH 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Cour.Suite 402,Jacksonville.FL 32224-904.821.5200 APEX Tru eHo use Michael G KozlowskiJeffrey P Arneson Derek B Murray Jacqueline E Rowland PE No.60839 PE No.58544 PE No.71457 PE NO.80499 67162 Ply:1 SEQN:17569/T13/COMN 1802 Qty: 1 FROM: DRW: T09 Wgt:198.8 lbs ... / ... 05/12/17 7'11"10 1717'4"8 279" 287" 33'7" 39'9" 7.11"10 I 4'0"6 I 5'4.8 I 5.4.8 I 510' I 5' I 6'2" 113X4 m5X5("') Da5X51"1 T E F 5 12 v.3X4Cm5X5(''') PG H a 1100.,, T o wr - ' in b a4X5("')13, - Is4 -) w j81.2 L K J a 5X7("') a 5X7 a5X5("') a3X4 10'1"12 1 297"4 1 1'4'8 10'1'12 7'2.12 7'2"12 8'8"4 6'5"8 I 10'1"12 } 17'4"8 I 24'7'4 I 33'3'8 I 39'9" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.136 G 999 353 B 289 /208 /95 /- /95 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.273 G 999 353 M 1763 /249 /684 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 0 - - I 847 /117 /389 /- /- /3.5 Des Ld: 32.00 EXP:B HORZ(TL):0.048 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.908 M Min Brg Width Req= 2.1 BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.936 I Min Brg Width Req= 1.5 Load Duration:1.25 P Bearings B,M,&I Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.816 C&C Dist a:3.97 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.018.0131.18 Lumber Additional Notes A-B 3) 0 E-F 265 530 Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-208#MAX.from a non-wind C-D 840 -238 F-G 515 -1373 load case requires uplift connection.See Maximum C-D 9211 -252 G-H 594 -1558 Top chord 2x4 SP#2 D-E 265 -530 H-I 593 -1707 Bot chord 2x4 SP#2 Reactions. Webs 2x4 SP#3 The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values 5-4-5. approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. B-M 292 -747 K-J 2026 -689 Plating Notes M-L 224 -357 J-I 1520 -490 ("")8 plate(s)require special positioning.Refer to L-K 983 -249 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Plate positions consider a 0.50 inch truss perimeter Webs Tens.Comp. Webs Tens. Comp. edge distance. C-M 207 -398 F-K 665 -207 Purlins M-D 497 -1425 K-G 443 -976 In lieu of structural panels or rigid ceiling use purlins D-L 11:: -405 G-J 231 -536 to laterally brace chords as follows: E-L 157 -331 J-H 377 -72 Chord Spacing(in oc) Start(ft) End(ft) L-F 240 -690 TC 24 -1.32 39.75 BC 75 0.15 39.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (rrH) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /�Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse Michael G Kozlowski Jeffrey P ArnesonDerek B Murray Jacqueline E Rowland PE No.60839 PE No.58544 PE No.71457 PE No.80499 67162 Ply:1 SEAN:17558/T6/COMN 1802 Qty: 1 FROM: DRW: T10 Wgt:189.0 lbs ... / ... 05/12/17 7'2"2 ) 10' ) 17'4.8 I 24'9" I 307" I 357" . 39'9" I 7'22 2914 7'4"8 7'4"8 5'10" 5' 4'Y =5X7(") 113X4 86X8(") 12 D E F 5 C ' N3X4C s w 8 T 5x5("") I e C'=5X7( 1 H r In r o (a} I .n1 is sgAS(.")BIs4X5(..) 1 .8'1"2 �5 (") K w4X8J 3X8 =-5X5(") 1 34'7'4 1 5192-"1 11:4.81 10' I 7'4"8 I 7'4"8 I 9.10"4 I 5'1"12 I 10' 17'4'8 24'9" 347"4 39'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.182 E 999 413 B 1128 /162 /509 /- /81 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.357 E 999 413 J 1948 /271 /788 I- I- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.048 J - - I -520 /520 /55 /- /- /3.5 Des Ld: 32.00 EXP:B HORZ(TL):0.095 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.774 J Min Brg Width Req= 1.9 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.962 I Min Brg Width Req= 1.5 MWFRS Parallel Dist:h/2 to h Re Factors Used:Yes Max Web CSI:0.544 Bearings B,J,&I Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.97 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.018.0131.18 Lumber Additional Notes A B 30 0 E-F 734 -2007 B-C 700-2114 F-G 562 -1602 Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-520#MAX.from a non-wind C-D 655 -1882 G-H 1624 -528 Top chord 2x4 SP#2 load case requires uplift connection.See Maximum D-E 734 -2007 H-I 1380 -434 Bot chord 2x4 SP#2 Reactions. Webs 2x4 SP#3 The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. B-M 1885 -565 K-J 774 -281 Bracing M-L 1709 -460 J-I 434 -1257 (a)Continuous lateral restraint equally spaced on L-K 1433 -395 member. Maximum Web Forces Per Plylbs Plating Notes (lbs) ("")8 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning C-M 153 -256 F-K 98 -123 requirements. D-M 344 -56 K-G 703 -119 Plate positions consider a 0.50 inch truss perimeter D-L 368 -137 G-J 965 -2612 edge distance. E-L 199 -433 J-H 347 -858 L-F 734 -200 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 39.75 BC 60 0.15 39.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 611H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547•4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Tru eHo use Michael G Kozlowski Jeffrey P Ameson Derek B Murray Jacqueline E Rowland APEX PE No.60839 PE No.58544 PE No.71457 PE No.80499 67162 Ply:1 SEQN:17562/T34/COMN 1802 Qty: 1 FROM: DRW: T11 Wgt:184.8 lbs ... / ... 05/12/17 3 2-11-121F 7 ' F 8' I 17'4"8 I 26'9' I 327 134 7 4 I 39'9 8' 9'4"8 9'4"8 5'10" 2'0.41 77 12 a6XC8r) ED =5p("") m ft 613(**) ,n I ibilb:7(") 113X4 .4X5(") Nto I G H Iv 1�f mossy.)B :. :: .: 1��'a`")' I�8'1'2 /' =5X6(..) =_6X81") =5X7(..) Km4X5 1 1 347'4 1 51"12--1 11.4 8'1"12 _1 9'2"12 I 9'712 I 7'10'4 1 5'3'8 11'4'8, II 8'1"12 17'4"8 2674 34'5"8 395' "-1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.263 D 999 411 B 1190 /185 /- I- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.511 D 805 411 K 1464 /213 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.064 K - - I 300 /55 /- /- /- /3.5 Des Ld: 32.00 EXP:B HORZ(TL):0.125 K - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.836 K Min Brg Width Req= 1.5 BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.852 I Min Brg Width Req= 1.5 Load Duration:1.25 P Bearings B,K,&I Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.407 C&C Dist a:3.97 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.01B.0131.18 Lumber Purlins A-B 30 -8 F-G 345 -61 B-C 345-2282 G-II 292 -97 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins C-D 426-2864 H-I 285 -146 Top chord 2x4 SP#2:T2,T3 2x4 SP M-30: to laterally brace chords as follows: D-E 426-2864 I-J 30 -8 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 24 -1.32 41.07 E-F 322-2118 BC 75 0.15 39.60 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Maximum Bot Chord Forces Per Ply(lbs) approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Chords Tens.Comp. Chords Tens. Comp. Special Loads Wind B-N 2038 -299 L-K 1487 -262 -----(Lumber Dur.Fac.=1.25!Plate Dur.Fac.=1.25) Wind loads and reactions based on MWFRS. N-M 2042 -297 K-I 97 -292 TC-From 55 plf at -1.38 to 55 plf at 8.00 M-L 1914 -286 TC-From 55 plf at 8.00 to 55 plf at 26.75 Additional Notes TC-From 55 plf at 26.75 to 55 plf at 32.58 The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs) TC-From 55 plf at 32.58 to 55 plf at 35.52 3-8-5. Webs Tens.Comp. Webs Tens. Comp. TC-From 28 plf at 35.52 to 28 plf at 37.58 TC-From 55 plf at 37.58 to 55 plf at 41.13 C-N 261 0 E-L 184 -4 BC-From 4 plf at -1.38 to 4 plf at 0.00 C-M 874 -137 L-F 470 24 BC-From 10 plf at 0.00 to 10 plf at 35.52 BC-From 5 plf at 35.52 to 5 plf at 37.57 D-M 155 -544 F-K 316 -2006 BC-From 10 plf at 37.57 to 10 plf at 39.75 M-E 1014 -149 K-G 96 -421 BC-From 4 plf at 39.75 to 4 plf at 41.13 TC- 30 lb Conc.Load at 35.52 TC- 71 lb Conc.Load at 37.57 BC- 24 lb Conc.Load at 35.52 BC- 56 lb Conc.Load at 37.57 Plating Notes (")10 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (111'}{) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 TrueHouse Michael 60839 Kozlowski ey P Arneson PErNo 58544 Derek No.71457y Jacqueline .80499owland APEX 67162 Ply:2 SOON:17565/T4/HIPS 1802 City: 1 FROM: DRW: T12 Wgt:319.2 lbs ... / ... 05/12/17 6' 1 11.1094 1 17'4'8 1 2210'2 I 28'9" I 34'9" 6' 5'10'14 5'5'10 5'5'10 5'10'14 6' 12 •5X7("") •3X4 a5X5(") =3X4 .5X7(') 5 p C 0 E F G N ie O N is, H ' .l n A 5(..)B ••• •4X5(..) 7'o /.- 1 tea',2 M L K J 1 13X4 =5X7('") •3X8 w5X7(") 1113X4 114-81 6'1.12 1 5'5'10 1 5'9'2 1 5'9'2 1 5'5'10 I 6'1'12 1 6'1'12 117'6 17'4"8 23'1'10 28'7'4 34'9" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R 1U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.433 E 954 413 B 2119 /289 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.846 E 488 413 H 2039 /270 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.085 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.167 I - - B Min Brg Width Req= 1.5 NCBCLL:0.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.728 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.850 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.483 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.48 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 15 -4 E-F 477 -3651 Wind Duration:1.60 WAVE VIEW Ver:16.02.016.0131.18 B-C 307 -2312 F-G 428 -3268 Lumber Loading C-D 427 -3263 G-H 310 -2326 Value Set:13B(Effective 6/1/2013) #1 hip supports 6-0-0 jacks with no webs. D-E 477 -3651 Top chord 2x4 SP#2 Wind Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Wind loads and reactions based on MWFRS. Lumber value set"13B"uses design values Additional Notes B-M 2102 -276 K-J 3321 -440 approved 1/30/2013 by ALSC M-L 2111 -275 J-I 2125 -279 The overall height of this truss excluding overhang is L-K 3316 -438 I-H 2116 -279 Nailnote 2-10-5. Nail Schedule:0.131"x3",min.nails Maximum Web Forces Per Ply(lbs) Top Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. C-M 148 0 K-F 365 -42 Use equal spacing between rows and stagger nails C-L 1267 -167 F-J 101 -465 in each row to avoid splitting. L-D 102 -468 J-G 1256 -164 Plating Notes D-K 370 -43 I-G 154 0 (-)7 plate(s)require special positioning.Refer to E-K 70 -259 scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 34.75 BC 120 0.15 34.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: f' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (111'11) 2.Apex Technology is a fictitious name owned by Jan Apex Technology Inc.,Florida Corporation. Florida Engineer JfV\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Mil G APEX TrueHouse PE No 60839 Kozlowski Jeffrey No 58544 PEPE No.Murray1457Jacqueline No.80499 Rowland 67162 Ply:1 SEAN:17489/T26/COMN 1802 Qty: 1 FROM: DRW: T13 Wgt:145.6 lbs ... / ... 05/12/17 7'117 139'5 21'4' 277-8 7117I 5 ( (x'14 7'6'11 6.3.8 e 5X7("") 13X4(^) E F 73X4 D III 12 1- 5 r Cl,A 75x5(") °' -�- t�5x5(" :r �a5X7("") 4X4 T I � - 03X8(")B N A e 2 e 1 81'2 12 - 14'8 I 10'2'10 94'6 7'5.8 10.6"2 19'10'8 ( 274" I A 5A 2 6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.205 J 999 328 B 983 /18 /474 /- /163 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.397 J 827 328 G 900 199 /408 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.085 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.165 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.923 Bearing G is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.939 Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.768 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.016.0131.18 A-B 30 0 D-E 306 -1132 Lumber Additional Notes B-C 659-2700 E-F 5 -3 C-D 576-2325 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 9-2-15. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-J 2462 -840 I-H 775 -284 approved 1/30/2013 by ALSC J-I 1799 -632 Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. C-J 180 -431 E-H 419 -1136 Plating Notes J-D 578 -87 H-G 323 -900 (")6 plate(s)require special positioning.Refer to D-I 310 -859 H-F 71 -136 scaled plate plot details for special positioning I-E 845 -212 requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacinq(in oc) Start(ft) End(ft) TC 24 -1.32 27.63 BC 120 0.15 19.88 BC 93 19.88 27.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. 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. (rH) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer JfV\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE Michael No. G83 Kozlowski JeffPErey P No 58544 Derek No.Murray157Jacqueline N.804�ROwWnd APEX 67162 Ply:1 SEON:17493/T18/HIPM 1802 Qty: 1 FROM: DRW: T14 Wgt:142.8 lbs ... / ... 05/12/17 I T.11'713'9'5 20' 2T7'8 I ) ) I 711'7 5^9.14 6'711 T7.8 e 6X8(") 1113X4r•") E F 03X4 0 12 te) iiiii: 5j7 in N 05X5(•")'' co T T `- 1 SXR.. i rn in •• . 414X4 T n Je5X7("") a e 3X8("")B i 1 _5 n z511 1 _06,8'1'2 1'4'81 I 10'210 I 9'4.6 ) 75.8 I. ,'.Q 10'6'2 19'10'8 2T4- ft 2g8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.209 J 999 328 B 983 /24 /473 /- /153 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.405 J 810 328 G 900 /103 /400 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.090 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.174 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.875 Bearing G is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.939 Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.699 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.018.0131.18 A-B 30 0 D-E 340 -1164 Lumber Additional Notes B C 687-2706 E-F 6 -4 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is C-D 597-2320 Top chord 2x4 SP#2 8-8-5. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"138"uses design values B-J 2471 -850 I-H 1016 -359 approved 1/30/2013 by ALSC J-I 1776 -627 Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. C-J 190 -437 E-H 464 -1306 Plating Notes J-0 583 -96 H-G 319 -900 ("")6 plate(s)require special positioning.Refer to D-I 275 -782 H-F 92 -177 scaled plate plot details for special positioning I-E 819 -202 requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 27.63 BC 120 0.15 19.88 BC 93 19.88 27.52 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. f NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (19:11 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer %fV\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 Derek B APEX TrueHouse PE No 608391owski Jeffrey No 58544 PE No.Murray1457JPE No!in80499 wland 67162 Ply:1 SEQN:17497/T19/HIPM 1802 Qty: 1 FROM: DRW: T15 Wgt:137.2 lbs ... I ... 05/12/17 810"6 18' 277'8 ( 8'10"6 I 9'1"10 I 9'7'8 or H0510(") E 12 010 .\ 5 C 05X5(" ' o Iv O \....----------H'-5X5r,, a. °3X4('•) Is5X7(") C' °3X8(•')B ice" 1 _y A i o 2 iF 1 _49'1'2 12 114'8 1 10'2'10 946 7'5'8 10'6'2 19'10'8 2T4" I• g2}8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defi L/# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.210 I 999 328 B 983 /32 /470 /- /138 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.408 I 804 328 F 900 /109 1388 /- I- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.076 G - - Wind reactions based on MW FRS Des Ld: 32.00 EXP:B HORZ(TL):0.147 G - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.899 Bearing F is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.962 Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.670 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:16.02.018.0131.18 A-B 30 0 C-D 683 -2371 Lumber B-C 718 -2679 D-E 387 -1145 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1:T3 2x4 SP M-30: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-I 2440 -850 H-G 14 -26 Lumber value set"13B"uses design values I-H 1320 -485 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. (")6 plate(s)require special positioning.Refer to scaled plate plot details for special positioning C-I 224 -457 H-E 1332 -453 requirements. I-O 1029 -275 G-F 314 -900 Plate positions consider a 0.50 inch truss perimeter D-H 215 -374 G-E 330 -863 edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 27.63 BC 120 0.15 19.88 BC 75 19.88 27.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 7-10-5. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Jf*/\ Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904.821.5200 APEX Tru eHo u se Michael G Kozlowski PE No.60839 Jeffrey P Arneson Derek B Murray Jacqueline E Rowland PE No.58544 PE No.71457 PE No.80499 67162 Ply:1 SEQN:17504/T21/HIPM 1802 Qty: 1 FROM: DRW: T16 Wgt:131.6 lbs ... / ... 05/12/17 T11"7 ( 16' 223 8 26'9-8 7'117 8'0'9 ) 63 8 I 4'6' 64X05(") =4X4 113X4(") 12 5 I:7 T 1- 165X5(") Ii ,..5(.. ^ :: N 44X4 T r, Jra5x7(") r. 63X8(••)8 N 1 4.5 A2 !G� 1 8'1.2 12 F1'4'S�I 10'2'10 I 9'4'6 I 67-8 IA 10'6'2 19'10.8 26'6' '91..8P 2}8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1 W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.200 J 999 318 B 956 /38 /454 /- /124 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.387 J 821 318 G 872 /109 /369 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.078 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.151 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.950 Bearing G is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.964 Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.947 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.018.0131.18 A-B 30 0 D-E 410 -1246 Lumber B-C 746-2638 E-F 9 -5 C-D 634 -2201 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x4 SP#2 (lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B'uses design values B-J 2410 -856 I-H 871 -303 approved 1/30/2013 by ALSC J-1 1406 -517 Plating Notes (")6 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning requirements. C-J 242 -493 E-H 429 -1228 Plate positions consider a 0.50 inch truss perimeter J-0 777 -177 H-G 302 -872 edge distance. D-I 128 -180 H-F 55 -95 I-E 679 -196 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 26.79 BC 120 0.15 19.88 • BC 83 19.88 26.70 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 7-0-5. NOTES: f' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 611.1) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business NO.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 Derek BAPEX TrueHouse PE No.60839 Jeffrey PErNo.58544son PE No.Murray7457JPE N4 Jacqueline Rowland 67162 Ply:1 SEQN:17508/T20/HIPM 1802 Qty: 1 FROM: DRW: T17 Wgt:123.2 lbs ... / ... 05/12/17 7'11-7 14' 19'10'8 25'9'8 7'11.7 I 6'0'9 ( 5'10'8 ( 5'11- 13X4 Dia4X5E w X F 12 5 (7,12 e5X5(..)C :a� in T �a 1v . Ia6X8(" r a3X4( ) m . H T J.5X7r) I, N e3X8(")B _5 A 02 �G 1 18'12 12 E.1'4'8 i I 10'710 9'4'6 5T8 10'6'2 19'10'8 25'6• {• 39 2118 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.185 J 999 306 B 923 /44 /435 /- /109 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.358 J 854 306 G 840 /109 /348 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.075 H - - Wind reactions based on MW FRS Des Ld: 32.00 EXP:B HORZ(TL):0.146 H - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.801 Bearing G is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.932 Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.630 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.01 B.0131.18 A-B 30 0 D-E 492 -1488 Lumber B-C 722-2477 E-F 492 -1488 C-D 620-2078 Value Set:13B(Effective 6(1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-J 2257 -806 I-H 12 -27 approved 1/30/2013 by ALSC J-I 1503 -546 Plating Notes Maximum Web Forces Per Ply(lbs) (")5 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning requirements. C-J 213 -442 I-F 1654 -547 Plate positions consider a 0.50 inch truss perimeter J-D 613 -121 H-G 289 -839 edge distance. D-I 155 -123 H-F 298 -811 E-I 168 -367 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 25.79 BC 120 0.15 19.88 BC 71 19.88 25.71 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 6-2-5. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 6111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 ,V\ APEX TrueHouse PE No.Michael 6083 KozlowskiJeffrey No 58544PE PEDerekNo.71457)/ Jacqueline PSNo.80499 Wnd 67162 Ply:1 SEAN:17516/T1/SPEC • 1802 Qty: 1 FROM: DRW: T18 Wgt:126.0 lbs ... / ... 05/12/17 7'11-7 ( 14'1"8 16'3• 25'411 2'��•g T11'7 62"1 I 2r8 + 9'111 'h D 14X5(..) .�Er6X12.. 74 a4X&..1F f I- 12 T Iv 5 i=" /5X5("� N J 114X4(R) I a5X7j•� r 13X4(") :e. m i H T in nKs5X7(") I `s A 2 12 a G 1 I8t.2 1214;) 107'10 ) 5814 37"8 57.8 '.e 10'9'2 16'3' 19'10* I 25'6' IA 3f BY 24+8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Cl: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): 0.214 K 999 306 B 923 /34 /427 /- /108 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.415 K 738 306 G 840 /90 /340 I- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.091 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.177 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.830 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.833 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.741 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 30 0 D-E 880 -2439 Wind Duration:1.60 WAVE VIEW Ver:16.02.016.0131.18 B-C 759-2477 E-F 592 -1857 Lumber C-D 656-2068 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T4 2x4 SP M-31: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-K 2258 -806 J-I 2215 -783 Lumber value set"13B"uses design values K-J 1479 -529 I-H 6 -23 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. (")8 plate(s)require special positioning.Refer to scaled plate plot details for special positioning C-K 217 -452 E-I 201 -362 requirements. K-D 608 -137 I-F 1946 -618 Plate positions consider a 0.50 inch truss perimeter D-J 1344 -481 H-G 290 -839 edge distance. E-J 461 -1206 H-F 302 -805 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 25.79 BC 120 0.15 19.88 BC 71 19.88 25.72 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 6-2-15. NOTES: IC 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (Irk) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer /g*/\ Business No.7547-4745 Sutton Park Cowl,Suite 402.Jacksonville,FL 32224-904.821.5200 APEXT 'u eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Jacqueline E Rowland PE No.60839 PE No.58544 PE No.71457 PE No.80499 67162 Ply:1 SEQN:17520/T3/SPEC 1802 Qty: 1 FROM: DRW: 119 Wgt:138.6 lbs ... / ... 05/12/17 5'4'13 7'1110 14'1'8 181" 25'9'8 1I( 2'6'13 I 6'1'14 ( 4'1'8 ( 7'6'8 E=4X4 CYO Id8X G') �5X7(") 12 `� 5 g6X8(••)p♦ . in 1� / T 03X4 C = J.H0514(..) in m 1 -.S4kissisise.. Kssx6(..) l T " '-4x10(") ,2 al F.;- 24 Tx A B �.� 12 $H I 1812 0 MN L m 3X8 tl4X5(") F.1'4'85'5'5 2'4'5 6'3'14 59' 57'8 1 5'5'5 ( 79'10 ( 14'1'8 I 19'10'8 ( 256' (A 2118 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in hoc L/defl L/# Loc R /U /Rw I Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.387 F 791 306 B 922 /27 /423 /- /106 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.749 F 408 306 H 839 /71 /331 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.163 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.316 I - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.738 Bearing H is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.942 Bearing B Fcperp=565psi. Spacing:24.0' MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.934 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:16.02.0113.0131.18 A-B 30 0 D-E 559 -1681 Lumber Additional Notes B-C 447 -1677 E-F 577 -1658 C-D 834 -2645 F-G 1165 -3566 Value Set:13B(Effective 6/1/2013) Shim all supports to solid bearing. Top chord 2x4 SP#2:T4 2x4 SP M-31: The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 6-2-15. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W9 2x4 SP#2: Lumber value set"13B"uses design values B-O 1495 -492 M-K 2478 -834 approved 1/30/2013 by ALSC O-N 46 -17 K-J 3584 -1248 N-L 0 0 J-I 10 -29 Plating Notes All plates are 3X4(")except as noted. Maximum Web Forces Per Ply(lbs) (")9 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning requirements. C-O 322 -881 E-K 931 -268 C-M 1016 -355 K-F 811 -2248 Plate positions consider a 0.50 inch truss perimeter 0-M 1684 -551 F-J 236 0 edge distance. M-N 72 0 J-G 3631 -1186 Purlins M-D 292 -41 I-H 289 -839 In lieu of structural panels or rigid ceiling use purlins D-K 337 -971 1-G 295 789 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 25.79 BC 105 0.15 7.69 BC 120 7.69 19.88 BC 71 19.88 25.73 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1.03. should be used in conjunction with the architectural plans during installation. (irrHIC. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Jg*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APEX TrueHouse PE No.160839z1 lo PEJeffrey No.58544 son PE No.Murray1457Jacqueline0499 No. and 67162 Ply:1 SEQN:17447/T16/HIPS 1802 Qty: 1 FROM: DRW: T20 Wgt:120.4 lbs .., / ... 05/12/17 '11 � 14' 205" 25'9"8 7'11"7 6'0 9 6.5" 5'4"8 T -1 34X, D 12 5 •I ." S5X5("")C• E e4X4 N1 to b (a) F 1113X4("") 34X4(-)B a'e AI la CI 1 _48'1"2 I H If G m5X5(") a3X4 114X5(R) 4"81 10' 87 ( 7'6"8 I 10' 18'3" 25'9'8 Loading Criteria Ipso Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIJCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc lidefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.089 I 999 307 B 977 /18 /411 /- /98 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.164 I 999 307 G 895 /5 /340 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.033 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.061 G - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Mm Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.635 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.759 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.363 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 30 0 D-E 391 -1335 Wind Duration:1.60 WAVE VIEW Ver:16.02.016.0131.18 B-C 434 -1734 E-F 62 -78 Lumber Wind C-D 425 -1518 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(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Additional Notes Lumber value set"138"uses design values The overall height of this truss excluding overhang is B I-H _196 1532 369 H G 1227 295 approved 1/30/2013 by ALSC 6-2-5. Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. C-I 187 -377 H-E 120 -146 Plating Notes I-D 592 -130 E-G 336 -1409 D-H 331 -58 F-G 88 -130 ("")4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning r requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. 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 -1.32 25.79 BC 120 0.15 25.79 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. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (InFH) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547.4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224.904.821.5200 Tru eHo use Michael G KozlowskiJeffrey P Ameson Derek B Murray Jacqueline E Rowland APEX PE No.60839 PE No.58544 PE No.71457 PE No.80499 1 67162 Ply:1 SEQN:17451/T15/HIPS 1802 Qty: 1 FROM: DRW: T21 Wgt:120.4 lbs ... / ... 05/12/17 7'11'10 12' 16'3' 20'5' 25'9.8 I 711"10 I 4 0"6 4.3" i 4.2" I 5'4"8 I $4X8('") m6XE" ) :1: �t: 3X4 C Fi4X4 1/ • (a) r IP/ I 0 G 113X4(^) �- I 1 4x4(-)B A • alai .. r+ 11_4.81'2 J I H er5X5(") a 3X4 II4X5(R) 1.4.8 10' 87I 7'6"8 1 I^ 1 10' I 18'3' 25'9'8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl IJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.269 D 999 307 B 1011 /130 /415 /- /85 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.580 D 530 307 H 935 /114 /344 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.097 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.210 D - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.687 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.882 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.381 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 3) 0 D-E 401 -1205 Wind Duration:1.60 WAVE VIEW Ver:16.02.016.0131.18 B-C 477 -1815 E-F 420 -1430 Lumber Wind C-D 460-1597 F-G 65 -82 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Topchord 2x4 SP#2 member design. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Additional Notes Webs 2x4 SP#3 B-J 1606 -407 I-H 1285 -317 Lumber value set"136"uses design values The overall height of this truss excluding overhang is J-I 1205 -266 approved 1/30/2013 by ALSC 5-4-5. Maximum Web Forces Per Ply(lbs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member. C-J 191 -435 I-F 195 -99 J-D 580 -110 F-H 362 -1478 Plating Notes E-1 287 -26 G-H 94 -147 (")5 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 25.79 BC 120 0.15 25.79 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. NOTES: "11- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 611.1 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer 1fV\ Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PMichael Nod.60839 Jeffrey PE No. 8544 Derek BPE No.Murray757Jacqueline 80499 Viand APEX 67162 Ply:1 SEAN:17454/T14/HIPS 1802 Qty: 1 FROM: DRW: T22 Wgt:124.6 lbs ... / ... 05/12/17 7'2.2 10' _ 18'3" I 255"8 7'2"2 2'9.14 8'3" 7'6.8 44X r) %6X8(..) I E 12 %3X4 C T 5 17,-O N in IA F4X4in ,o I8.12 H G =H0510("") a4X4 114X5(") ,14"81 10' I 18'3" 7 6"8 1 25'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl La Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.078 I 999 307 B 926 /131 /414 /- /73 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.151 I 999 307 G 833 /116 /343 /- /- /3.5 1 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.044 G - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.702 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.759 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.411 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 30 0 D-E 452 -1251 Wind Duration:1.60 WAVE,HS VIEW Ver:16.02.016.0131.18 B-C 503 -1608 E-F 412 -1296 Lumber Additional Notes C-D 463-1373 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 4-6-5. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-I 1421 -434 H-G 66 -28 Lumber value set"13B"uses design values I-H 1135 -316 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. C-I 130 -300 E-H 138 -74 Plating Notes D-I 299 -24 H-F 1079 -294 I-E 283 -94 F-G 287 -799 (")5 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 25.79 BC 120 0.15 25.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 6111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer /�- Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 TrueHouse PE No.60839 Kozlowski PE No.58544son o58544son PE No.7"1457)/ Jacqueline PE No.80499owland Michael G Jeffrey P Arne Derek BAPEX 67162 Ply:1 SEON:17457/T9/HIPS 1802 Qty: 1 FROM: DRW: 123 Wgt:127.4 lbs ... / ... 05/12/17 8' 141'8 20'3' 271'8 ) 8' ) 6'1'8 r 6,1"8 6'10'8 04X10(-') 1113X4 C D 4X8 E T 12 :w � T s p N m F.3. N - - ;, G II4X8(") 1 31 =3X4(-)B , 11_481'2 13X4 .H0510(-) 13X4 F.12'88'1'12 5'10'4 6'1"4 7'0"4 A 8'1'12 ' 14' I 20'1.4 I 27'1'8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.121 0 999 323 B 969 /139 /425 /- /59 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.233 D 999 323 G 877 /122 /364 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.036 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.070 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 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: 0.740 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.579 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.176 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 30 0 O-E 610 -1781 Wind Duration:1.60 WAVE,HS VIEW Ver:16.02.01B.0131.18 B-C 533 -1708 E-F 500 -1558 C-D 610-1781 F-G 522 -1687 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-J 1504 -438 I-H 1376 -390 :Rt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' J-I 1508 -436 H-G 1375 -392 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes (")4 plate(s)require special positioning.Refer to C-J 227 0 I-E 463 -136 II scaled plate plot details for special positioning C-I 445 -113 H-E 189 0 requirements. D-I 147 -328 0 Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 27.13 BC 120 0.15 27.13 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 3-8-5. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (rH) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer fiV\ � � Business No.7547••4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200 APEX r■n1 i u eHo use Michael G Kozlowski PE No.60839 Jeffrey P ArnesonDerek B Murray Jacqueline E Rowland PE No.58544 PE No.71457 PE No.80499 67162 Ply:1 SEAN:17460/T32/HIPS 1802 Qty: 1 FROM: DRW: T24 Wgt:124.6 lbs ,.. / .,, 05/12/17 6' I 11'5'9 I 16'97 I 22'3' I 271'8 6' 5'5 9 53'13 5'5'9 4'10'8 12 04XC") =44X4 �5E7(") w4XF(") T 51 0 it Nzc T isi m4X5( )(IIi G 414X II6X8(") e`*i '.°'R A/•' Y j! _08,1.2 K J I 1 54X4 01-10510r) .4X4 1'4'8 63.8 7'8.8I 711'6 I 52- F- 1 61-8 i 14 21'115 271'8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.332 J 973 323 B 1659 /233 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.645 J 501 323 H 1608 /218 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.097 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.188 G - - B Min Brg Width Req= 2.0 NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.813 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.977 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.908 Maximum Top Chord Forces Per Ply(lbs) CBC Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 30 -8 E-F 375 -2879 Wind Duration:1.60 WAVE,HS VIEW Ver:16.02.01B.0131.18 B-C 467 -3489 F-G 414 -3102 Lumber Loading C-D 424-3266 G-H 425 -3157 Value Set:13B(Effective 6/1/2013) #1 hipsupportsD-E 566-4471 6-0-0 jacks at left end and 4-10-8 Top chord 2x4 SP#1:T1 2x4 SP#2: jacks at right end.Jacks have no webs. Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Wind Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' Wind loads and reactions based on MWFRS. B-K 3160 -417 J-I 4329 -608 Lumber value set"13B"uses design values K-J 4445 -624 I-H 2771 -368 approved 1/30/2013 by ALSO Additional Notes The overall height of this truss excluding overhang is Bracing 2-10-5. Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. C-K 931 -62 J-E 198 0 Plating Notes K-D 223 -1316 E-I 260 -1619 D-J 80 0 I-F 974 -69 (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. ("")6 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 27.13 BC 91 0.15 27.13 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 SCSI 1.03, should be used in conjunction with the architectural plans during installation. �/� (11..H1I-111) 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 ' ueHouse PE No.l 60839 Kozlowski PENo.58544 PE No.714572/ JacquelineEN80E Rowland 67162 Ply:1 SEAN:17481/T31/COMN 1802 Qty: 2 FROM: DRW: T25 Wgt:208.6 lbs ... / ... 05/12/17 8'9"9 1476217'8 292"10 34'5'7 43'3' I F 8'9"9 I 5'2"13 I 7T2 I 7'7 2 I 5'2"13 I 8'9.9 E=5X7(") 12 03X4 D F�3X4 5 p , r (a) o a,, to5X7(..)C C'k5X7(.") (a) °' I \Ilpfp, H Q4X5("") 4X5( )B Y4 a m I _48'1'2 =5X7(..) 82 _6X8(") m5X7(..) 1 275"4 1 20712 1 1'4' 1Z 10'5.4 8'9.12 12 _I14 a I i 17 I 22'5'4 I 31'3' I 43'3• _1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.039 J 999 267 B 699 /87 /339 /- /177 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.088 J 999 267 K 2017 /245 /701 I- I- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 L - - H 631 /78 /339 /- /- /3.5 11 Des Ld: 32.00 EXP:B HORZ(TL):0.042 L - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code 1 Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf BldgCode: FBC 2014 RES MaxTC CSI: 0.890 K Min Brg Width Req= 2.4 Soffit: 2.00 p H Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.963 Bearings B,K,&H Fcperp=565psi. Spacing:24.0' MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.506 C&C Dist a:4.32 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.01B.0131.18 Lumber Wind A-B 30 0 E-F B-C 395 -973 F-G 249 -500 -95 11 Value Set:13B(Effective 6/112013) Wind loads based on MWFRS with additional C&C C-D 324 -681 G-H 320 -794 Top chord 2x4 SP#2 member design. D-E 586 63 H-I 30 0 Bot chord 2x4 SP#1:B2,B3 2x4 SP#2: Additional Notes Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Lumber value set'13B"uses design values The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSO 9 4-7. B-L 822 -210 K-J 246 -133 Bracing L-K 403 -107 J-H 659 -142 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes (")8 plate(s)require special positioning.Refer to C-L 279 -373 K-F 487 -837 scaled plate plot details for special positioning L-O 550 -164 F-J 518 -173 requirements. D-K 509 -918 J-G 279 -379 Plate positions consider a 0.50 inch truss perimeter E-K 322 -785 edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 44.57 BC 75 0.15 43.10 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 4T-high x 24"-wide clearance. NOTES: IC 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (41) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer c Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200 APEX True off u Ce Michael G Kozlowski PE No.60839 Jeffrey P ArnesonDerek B Murray Jacqueline E Rowland PE No.58544 PE No.71457 PE No.80499 67162 Ply:1 SEQN:17472/T33/COMN 1802 Qty:6 FROM: DRW: T26 Wgt:116.2 lbs ... / ... 05/12/17 ( 89'9 14'0.6 8'9'9 1 5'2'13 T7.2e 11'91 - ECJ n41% 3Xa.., - - /3xa G 12 sp o a �Sx5..)C (a) b �� m g(a) �3X4(.. __ A )a i� _ 61.2 H 5X7(^) 114X5M 1 1'4.8 1 12 1107"IT 227- A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.170 E 999 269 B 867 /75 /398 /- /217 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.309 E 870 269 G 820 /138 /357 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.127 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.230 F - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.983 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.864 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.541 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 30 0 D-E 57 -107 Wind Duration:1.60 WAVE VIEW Ver:16.02.018.0131.18 B-C 179-1396 E-F 50 -76 Lumber Wind C-D 149-1113 Value Set:136(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP#2:T1 2x4 SP#1: member design. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#1:B2 2x4 SP SS: Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-H 1209 -364 H-G 812 -250 Lumber value set"136"uses design values Additional Notes approved 1/30/2013 by ALSC 9-4-7. eoverall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on C-H 156 -341 D-G 302 -983 member. H-D 547 -48 F-G 120 -197 Plating Notes (")5 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.32 22.58 BC 120 0.15 22.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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. (FrrH) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547.4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224.904.821.5200 APEX TrueHouse PE No.160839� k1 PEnNo. 8544son PE No.Murray7457JPENo.180 99owland 67162 Ply:1 SEAN:17477/T5/COMN 1802 Qty: 1 FROM: DRW: T27 Wgt:113.4 lbs ... / ... 05/12/17 I 8'9'9 I 5'2'013 I 7'T2 I11'8 1 8'9'9 C!.JX4(..) _ iiia 113x4( ) 3X4 c stz 0 ' /5X51")e' (a) al .384(" 1 1)8'1.2 G X CD ..587(-) 114X5(R) 12' I 107' 1 1 12' 227' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.171 D 999 269 A 786 /- /349 /- /156 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.310 D 867 269 F 823 /51 /359 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.127 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.232 E - - A Min Brg Width Req= 1.5 SMean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 10.00 9 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.986 Bearings A&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.868 Top Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.545 MaximumaordsTens.Comp.ToChord Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 202-1408 C-D 57 -107 Wind Duration:1.60 WAVE VIEW Ver:16.02.01B.0131.18 B-C 165 -1123 D-E 50 -76 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M 2x4 SP#1: member design. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#11:B2 2x4 SP M-30: Right end vertical not exposed to wind pressure. A-G 1223 -374 G-F 817 -251 Webs 2x4 SP#3 Lumber value set"136"uses design values Additional Notes Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. 9-4-7. Bracing B-G 171 -349 C-F 304 -989 (a)Continuous lateral restraint equally spaced on G-C 558 -66 E-F 120 -197 member. Plating Notes (")5 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 22.58 BC 120 0.15 22.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. NOTES: �- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. TH 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904.821.5200 APEX TrueHouse PE No.160839 Kozlowski Jeffrey PE No.58544 PE No.Murray1457JPE No.804�Rowtand