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398 SHERRY DR - TRUSSES OFFICE COPY APW NewAtlantic BUILDERS RE0 E l SUBDIVISION: V\V SALTAIR LOT NUMBER OCT 1 7 2016 362-03 MODEL: 2537A7T DESIGNED/CHECKED: JG C) ALL EXTERIOR WALLS HELDBACK 112'FOR SHEATHING _ T rueHouse 1 35.11" I LU W N N N N N N N ,- N O O O O O O W 0 F F F- F F F- F- H F FF- H 1- F V- F- F- 0 11 1 I I I 1 I I I 1 I I I I I II I I — • ': , _ if*/\ , APEX i,„ ! 1'. This drawing is not sufficient alone for installation. Additional instructions F L accompanying this drawing, I including BCSI-B1,should be used in conjunction with the architectural and structural plans during installation. If BCSI-B1 has not been shipped to the site with the components shown on this page, please contact Apex Technology fora free copy. Permanent bracing for the 1 _ building, including bracing to =,/ . resist wind,seismic,or other I ;• T03Alateral forces,and permanent i - _03 `° bracing for all structural —GEO,, elements, is the responsibility — — of the Engineer of Record for /A A I A A A I A, Ay the structure or the building �� s s s o s s, s s -'0,� designer, per1.N JLTPI 1- 208" I 75,3" I 2002 p..r.{O.✓<`'mi`' I 3511" I ;1�v ./' 143E•%.9'b0`i iNi ` V• o ;ft .. -,: * :W : *:. O :Lu= r r • .7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE , FL, 32224-904.821.5200 II ALPO, '�'r.� % • •f1d1111`n' B1 BCSI-B1 SUMMARY SHEET - GUIDE FOR HANDLING, I Spans over 60' may require complex permanent bracing. """� Hoisting and Placement of Truss Bundles lerjs` General Notes lYdtas ;ieRecomendaciones Para Levantar Paquetes de Trusses Trusses are not marked in any way to identify the Los trusses no estan marcados de nrngun mods que frequency or location of temporary lateral restraint identifique la frecuencia o localization de restriction DON'T overload the crane. and diagonal bracing.Follow the recommendations lateral y amostre diagonal temporales. Use las NO sobrecargue(a grlia. for handling,installing and temporary restraining recomendaciones de manejo. rnstalacion. restriccibn • and bracing of trusses.Refer to BCSI-Guide to y arriostre temporal de los trusses.Vea el follet°BCS) (3) NEVER use banding to lift a bundle. Good Practice for Handling,Installing,Reslrainino -Gula de Buena Practice oara el Maneio Instalacib2 NUNCA use las ataduras para levantar un paquete. &Bracing of Metal Plate Connected Wood RestneciOn v Arriostre de los Trusses de Madera 1 Trusses—for more detailed information. Coneetados con Places de Metal"'para informacibn 0 A single lift point may be used for bundles of oili.‘11.111111tilillir Truss Design Drawings may specify locations of mas detallada. top chord pitch trusses up to 45'(13.7 m)and A 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-B3••• las localizaciones de resfriccien lateral permanence o Use at least two lift points for bundles of top for more information.All other permanent bracing reluerzo 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 resumes BCSI-83•••para rnas intonation.El lel chord trusses up to 45'(13.7 m).Use at least structure with truss bundle. resto de los diserios de arriostres permanentes son la three lift points for bundles of top chord pitch responsabilidad del diseriador del edifiicio. trusses>60'(18.3m)and parallel chord trusses ,ADVERTENCIA!No sobrecargue Is >45'(13.7 my estructura apoyada con el paquefe de • trusses. A WARNING The consequences of improperPuede user un solo lugar de levantar para handling,erecting,installing,restraining _• '; .71111111111111111111rpaquetes de trusses de la cuerda superior haste 0 Place truss bundles in stable position. and bracing can result in a collapse of the -i'•-^ r r '=110•11r- 45'y trusses de cuerdas paralelas de 30'o puss paquetes de trusses en una structure,or worse.serious personal injury or F �- menos. •" „a('. �..,. ., posicion astable. W death. / - Use por Io menos dos puntos de levantar con iADVERTENCIA!El resultado de un manejo. wgrupos de trusses de cuerda superior indinada levantamiento,instalacion,restriccibn y arrisotre ' ,.441'. ' ''-;"7�`�//y- haste 60'y trusses de cuerdas paralelas haste incorrecto puede ser!a caida de la estructura o �� / S'' ` 45'.Use por lo menos dos puntos de levantar con grupos de trusses de cuerda superior indinada +!' �.- .may�� mas de 60'y trusses de cuerdas paralelas mas de 45'. a,n peor heridos o muertos. rr ' ��III( A =:i... :;;.;.(;Exercise care when remov- -1'�-�.�.- -� Mechanical Hoisting Recommendations for Single Trusses A ing banding and handling trusses to avoid Recomendaciones Para Levantar Trusses lndivtduales damaging trusses and prevent injury.Wear personal protective equipment for the eyes. ��,e� NOTICE Using a single pick-point at the peak can damage the truss. twi trusses. 11A:4e-1111'MIQ feet,hands and head when working with ' i'.'; El use de un solo lugar en el pito para levantar puede .-,.',;•:,'-'• �.' Utilice cautela al guitar las ataduras mini' i tracer darts al truss. 60'or less o los pedazos de metal de sujetar para evitar dans a los trusses y prevenir la herids personal. A e T 1'O Use -U/hi t�1's �� / Lleve el equips protectivo personal para ojos, special care in Utilise cuidado ` �'___ R pies manos y cabeza cuando trabaja con windy weather or especial en �•i- Approx.1/2 trusses. near power lines dias ventosos o truss length and airports. cerca de cables Tagline �_ TRUSSES UP TO 30'(9.1 m)_., electricos ode TRUSSES HASTA 30 PIES Handling — Manejo am....-.. Toey� Too in Locate SPrearler Dar 100''Attach N NOTICE Avoid lateral �A \-,- 1.±..._ a above or st llbad o c achx) bending. �%•1 Spreader bar Spreader bar,2 to and rwgnt AlA 1 2/3 truss length ~ -i..l\� Evite la flexion lateral. '/ for truss Teglno 1' TRUSSES UP •TO60'118.3 nn _� i,, , �, , , 1 tl. • II TRUSSES HASTA 60 PIES � .,,,.,,,,,f� • NOTICE The contractor .��. 1 Spreader Der 2/3 to is responsible for �II Q ��s � Hold each truss in position with the erection ~ 3r4 truss length �1I properly receiving, /` ,* ��- 'l equipment until top chord temporary lateral Tagline I unloading and storing ` YZO TRUSSES UP TO AND OVER 60'1,8.3 mI the trusses at the restraint is installed and the truss is fastened r TRUSSES HASTA Y SOBRE 60 PIES i jobsite.Unload trusses to smooth surface to to the bearing points. prevent damage. Q Use proper rig- Use equipo apropiado Sostenga cada truss en posicion con equipo de gala haste que la restriccibn lateral temporal de El contratista bone(a responsabilidad de recibir, ging and hoisting para levantar a la cuerda superior este instalado y e1 truss este asegurado en los soportes. descargar y almacenar adecuadamente los equipment. improviser trusses en la obra.Descargue los trusses en la Installation of Single Trusses by Hand N tierra lis°para prevenir el da io Recommendacciones de Lewantamiento de Trusses Individuates Por La Mano v: ;T, — Trusses 20' _ _ - iJ Trusses 30' _ –__ " y (6.1 m)or .I'- (9.1 m)or less. %\�/\!� III , ©� �rh. � r _-„ less,support support at �� y., , ,. � H.t•. near peak. ,, quarter points. N" iii • + So rte So Orta de 11 , . ai ( 'Y _ terra al pito -- los -- los cuartos — --- _ G t ' ?Y• ;}5• - los trusses 4-Trusses up to 20' ' de trams los E Trusses up l0 30' ,�.59 IJ O J9 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 haste 20 pies pies o manos. Trusses hasta 30 pies the time of delivery or stored temporarily in contact unbraced bundles verticalmente los with the ground after delivery.If trusses are to be upright. trusses suelfos. Temporary Restraint & Bracing sufficient height beneath the stack of trusses at 8' - ► Restriccion y Arriostre Temporal • (2A m)to 10'(3 m)on-center(o.c.) If Los trusses pueden ser descargados directs- ` ` NOTICE Refer to BCSI-B2•••for more information. mente en el sueJo en aquel moments de entrega �,�' i. Top Chord Temporary o almacenados temporaalmente en contact°con el Vea el resumen BCSI-B2•••para mas information. Lateral Restraint suelo despues de entrega.Si los trusses esteran trifir ` (TCTLR) guardados para mas de una semana.ponga i s, - "wL Locate ground braces for first truss directly in line 2x4 min. bloqueando de altura sulicienfe detras de la pita with all rows of top chord temporary lateral restraint �'✓ de los trusses a 8 hasty 10 pies en centro(o.c.). ," (see table in the next column). /'/ 71 2'o.c.,typ. ❑ For wsses stored for more than one week,coverColoque los arriostres de tierra pars el primer bundles to protect from the environment. truss directamente en linea con cada una de las \I Para trusses guardados por mas de una semana. DO NOT store on NO almacene en cisme alas de reshiccion lateral temporal de!a cuerda % =90\ Brace first cubra los paquetes para protegerlos del ambience. uneven ground. desigual. superior(yea fa table en la proxima columna). r truss securely Refer to BCSI•'•for more detailed information per- — A DO NOT walk on unbraced trusses. before taining to handling and jobsite storage of trusses. NO canine en trusses suelfos. i.4—erection of Vea el rollers BCSI••'para information mas detal- additional lads sobre el marleo almacenado de los trusses DO NOT stand on truss overhangs until trusses. a Structural Sheathing has been applied to en Area de(tabajo l yMagibkli `% the truss andSheathing overhangs. 1+II ;," _ cq:rr- � �., I NO se pare en volados cerchas haste .��Illlil�l� \ �yy� Revestimiento estructural ha sido aplicado air;; ;•;;. � �+� p I I -ems ala armadura y voladizos. ;ADVERTENCIA HOJA RESUMEN DE LA GU%A DE BUENA PRACTI • • 1 • 1I . • • I • • '• ! ' I • • •• • • • ALL EXTERIOR'WALLS HELD BACK 1/2'FOR SHEATHING I 35'11- 1 F- F- F- F- '0- T 0 0 0 0 ' 0 0 0 0 0 0 0 0 ' 0 0 0 o OA — 1 I 1 I 11 I -- J0, _1\1 1 I 1 I , i ! 0. 24 J03T II1iJ ��J03 JOST Imu JOS IIIIUI! I 1T09T,0 T11 Ti, T13 T14 FG031 0 co (-'— _ FGOS O 2V4 FO5•. •• _- I FO1 N I IIS F05u. STAIRS U. F02 N r F05I . N FGE02 F02 F06 - • = .--• F03 1'4- 4 1. , F06 I • � 1 • /F03 NT 1 N n F06 I • • _ _ F03 iv N F06 1 I I F03 N N FO6 1 . IF03 iv N F0E • • . I 113:8 F03 1'8.8 O F06 1 s •• 11 0 F03 FO6 F03 FOE 1 1 I F03 N N F06 • IF03 F06 II I F03 iv iv � iV F07 1 • I • - • 1 I F04 1'8"8 F08 ' F10 " _ II BO1 ,- FGE01 — T15 —I CONY.FRAME BALCONY to T15 T16 .1 ,01, 1 IIGEBO1 GABLE BRACE TRUSS f 0GE05 _ �0 II ; � . < < < < < < < < < < < „, �, 00 ,,OSO0OOOOO 1 20'11' 1 15' I 35'11” I 1 APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NC - TALLING, RESTRAINING AND BRACING OF TRUSSES B1 • lease always consult a Registered Design Professional. Setting to StepsRestraint& Bracing for 3x2 and 4x2 Parallel Chord Trusses p Trusses Restriction y Arriostre Para Trusses de Cuerdas Paralelas 3x2 y 4x2 a Las Medidas de la Instalacion de los Trusses 10'(3 m)rNOTICE Refer to 15'4.6 m every 15 truss spaces 30'Diagcnal bracing Repeat diagonal bracing 1)Install ground bracing 2)Set first truss and attach securely to ground bracing.3)Set next 4 ' s _ -- (9.1 m)max. o trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal BCSI-B7•"'for more bracing(see below).5)Install web member plane diagonal bracing to stabilize the first five trusses information. -,_'•q_;� �� co.. c (see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(see below). Vea el resumen SCSI-87"' •V _ �� R a 7)Repeat process with groups of four trusses until all trusses are set. 1 / �,, o para was informaciOn. z !% r , 1)Instate los arriostres de liana.2)Instate el primate truss y ate seguramente al arriostre de tierra. �t''�;=1,,,��, N miembro torte(sea abajo).4) 5 2'o.c.,typ. �', .a, 3)Instate los prdximos 4 trusses con restriction lateral temporal de e / Instate el arriostre diagonal de la cuerda superior(sea abajo).5)Insfale arriostre diagonal para los Apply diagonal brace to vertical N pianos de los miembros secundarios para estabilice los primeros cinco trusses(yea abajo).6)Instate webs at end of cantilever and at la restriction lateral temporal y arriostre diagonal para la cuerda inferior(yea abajo).7)Repita estebearing locations. All lateral restraints o 2 procedimiento en grupos de cuatro trusses haste quo todos los trusses ester instalados. lapped at least two trusses. ,; 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 o,c Vea el resumen BCSI-B2""para más information. and 15'(4.6 m)o.c.for 4x2 chords. U li Restraint/Bracing for All Planes of Trusses Installing - Instalacion Out-of-Plane • gga Restriction/Arriostre Para Todos Pianos de Trusses Max.Bow Truss Length j t' L! Minimum lumber used for lateral restraint and diagonal bracingis 2x4 stress-graded lumber.Attach ') Tolerances for Out-of-Plane. Out-of-Plumb 9 1=20 to each truss with at least 2-10d(0.128x3").2-12d(0.128x3.2 ")or 2-16d(0.131x3.5")nails. Tolerancias para Fue a-d-Plano. DI50 0(ft.) (19 4 (12.5' 2.m) �° La madera 2x4 clasificada per estres es la madera minima ufilizada para resfriccion lateral y arriostramiento di- �-Length ---► MaxBow 1/4^ 1' 718'• 14.6' $,5 agonal.Afarlas a cada braguero con at minimo 2 clavos 10d(0.128x3"),12d(0.12853.25')o 16d(0.131x3.5"). gg (6 mm) (0 3 m) (22 mm) (4.5 m) 5A This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses MU zee, h 0 E (PCTs).See top of next column for temporary restraint and bracingof PCTs. 1" 16.T c e P ry Max.Bow o (1311 mm) (0.6 m) (25 mm) (5.1 m) ,j Este metodo de restriction yanioshe es para todo trusses excepto trusses de cuerdas parafelas --SII 3/4" 3' 1-1/8" 18.8' m 1 (PCTs)3x2 y 4x2.Vea!a parte superior de la columns para la restriction y arriostre temporal de PCTs. �_Length `L! o Plumb OS mm) (0.9 m) (29 mint (5.7 m) a /line 1' 4' 1-1/4' 20.8' in c 1)TOP CHORD-CUERDA SUPERIOR 0 Tolerances for f (25 mm) (1.2 m) (32 mm) (6.3 m) 2 5, Truss Span Top Chord Temporary Lateral Restraint(TCTLR)Spacing Out-of-Plumb. ! 1-1/4" 5' 1-3/8" 22.9' o Longitud de Tramo Espaciamiento del Arriostre Temporal de la cuerda Superior D/50 max (32 mm) (1.5 m) (35 mm) (7.0 m) g+E Tolerancias para `c'a Up to 30' Fuera-de-Plomada 1-1/2" 6' 1-112" 25.0' 10'(3 m)o.c.max (38 mm) (1.8 m) (38 mm) (7.6 m) m o ((9.m) 1-314' 7' 1-314" 29.2' o 30'(9.1 m)- 8'(2.4 m)o.c.max. (45 mm) (2.1 m) (45 mm) (8.9 m) P P- 45'(13.7 m) Construction Loading 2" 28' 2" 233.3' m e 45'(13.7 m)- 6'(1.8 m)o.c.max. Carga De Construction (51 mm) (22.4 m) (51 mm) (10.1 m) 60'(18.3 m) m DO NOT proceed with construction until all lateraln restraint and bracing is securely and properly in place. Maximum Stack Height••.' g'= 60'(18.3 m)- 4'(1.2 m)o.c.max tar Material on Trusses m 80'(24.4 m)' NO proceda con la construction haste que lodes las restric- Material Height q 'Consult a Registered Design Professional for trusses longer than 60'(18.3 m). . -- . ciones laterales y los arriostres esten colocados en forma y •Consulte a un Professional Registrado do Diseflo pars trusses mas de 60 pies. .. _ apropiada y Segura. Gypsum Board 12'(305 mm) E -- r-°1111.r .--- 111l��``� m DO NOT exceed maximum stack heights.Refer to BCSI-B4"' plywood or OSB 16'(406 mm) =g ✓� See BCSI-B2"'for TCTLR options. Vea el BCSI-H2-para las opciones de TCTLR. ,-..?----------7---, \��``�� for more information g c � `�``-...v,. ``�``` Asphalt Shingles 2 bandies '. NOTICE `5-....-='-.%..�� .`�� NO exceda las alturas maximas de monton.Vea el resumen Refer to BCSI-B3"' . `��: \`�� SCSI-84-pars más inrormacidn. Concrete Block 8'(203 mm) e E for Gable End Frame restraint/bracing! r- '•��`\�\:.-. .. Clay Tile 3-4 tiles hgh $ reinforcement information. ''A�(� s-. � �'`,'-.V4-14.4%�� , ' A OY Para information sobre restriction/ w111'``�� TCTLR I\�� ..'_4 y, o arriostre/refuerzopara Armazones ll � 1` Hastiales vee relz resumen BCSIt � A , . 10"or> 0g Note:Ground bracing not shown for clarity. :� 19 NEVER stack materials near a peak,at mid-span,on cantilevers or overhangs. •• ,1 r � Truss attachment NUNCA agile los materiales cerca de un pica.a centro de la luz,en ►,I„'i m lil Repeat diagonal braces for each set of 4 trusses. required at support s) A cantilevers o aleros. Repita los arrisotres diagonales para cada grupo de 4 trusses. Section A-A n g i 2)WEB MEMBER PLANE-PLANO DE LOS MIEMBROS SECUNDARIOS DO NOT overload small groups or single trusses. 19'T NO sobrecargue pequerlos grupos o trusses individuates. c.2 NOTICE LATERAL RESTRAINT& DIAGONAL BRACING ARE Ed Place loads over as many trusses as possible. m 5 VERY IMPORTANT Coloque las cargas sobre tantos trusses como sea posible. ,,'I, .n E .�►1\Wit.: iLA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL SON RI Position loads over load bearing walls. !, II Coloque las cargas sobre las paredes soportantes. $I MUY 1MPORTANTES! ,w�,¶ . ijiabrag renal CLR Solite reinforcement Alterations-Alteraeiones g= ��, ��:`.. g Truss Member •-re h�\\:.aelr�e� 4` 2z_CIA NOTICE Refer to BCSI-B5.'"' Tfussbadignolstmmlorclerily. \��alae�l �� -.!'``•:��;7.g,',ae`� `` Uea el resumen BCSI-B5."' o Web members ��•,:� �V A�t�\��;�� '� • DO NOT cut,alter.or drill any structural member of a truss unless -o Q c \!�\ ,,,el;�� ` a a,``��``�, vir47 • specifically permittedby the truss design drawing. ♦ '5 �a••.a ` NO code.altere o adore rein un miembro estructural de un truss,a �i' i.,'6 ��\�`.ti a02 a• manes que este especificamente permitido en el dibujo del diseno �L►" _. ry `�\��:` � Bottom del truss. • chords ldinimum72x_Sfxblibdrce - • of over splice.Attach NOTICE 411111 '...�` Trusses that have been overloaded during construction or altered without the Truss Man- m g' ilitalb.- 1Dtrussus )spacesbrace20' to l35xCLR 3.h minimumasa hsidd 10 (0.135x3.5'InailseachsvJe ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. p4 f osplice a as specifhed by (6.1 m)max. the Trusses que se han sobrecargado durante Is construccidn o han sido alterados sin la autor- 5 10'(3 m)-15'(4.6 m)max. Building Designer I e c Same spacingas bottom chord Note:Some chord and web members izacion previa del Fabricante de Trusses,pueden hacer nulo y sin efecto to garantia limitada del SECTION A-A Fabricante de Trusses. i d lateral restraint not shown for clarity. `-° -Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance. p a 3)BOTTOM CHORD-CUERDA INFERIOR To vew a non-pnntng PDF of this documents visit sbondustry.com5t. a r, x!4\, A Truss Lateral Restraints-2x4x12'or .4.. ......,...00...__........_ - ,` MemCCr NOTE:The truss manufacturer aM truss designer roty on the prewmption mat the wntraclor and vane operator(�f applwable)are 8 t= greater lapped over two trusses ` _` `\ prdeiance s with the of capably to undertake the work they ham agreed to donc on any guar project If free contractor and pi It needs 1S n 4.44,47:0`.- `� assistance in some aspect of the construction protect 4 should seek assistance from a competent parry The methods and procedures o m or CLR splice reinforce- `` �`r� �'" Note:Some chord These root sdowmons for h ndlin.o stanin Mat the overall brwdbnussesiQre based upd en ion tx the Wesel enn5nto 00 SAFELY6 2 `. `...--.....1.0"„,7....` These eecommendatgns br ng.ostaliorur rend osrg and hinting trusses aro based upon sp collective experieroa of eared m men(. and web membersto g _``�`.r\' personnel invo'vrso rwithus by design.manufacture and mslr covin.but must.due ie the nature of a reessibililps nmlvbe to interpreted Bottom `! ` ` �`. not shown for only as a GUIDE for use by a qualified building designer or contractor.It is not intended teal these recommendations be interpreted as chords _- � ,. �'--!�"- clarity. superior to the budding designer's design specficabon fv handing.insta ling,restraining and bracing trusses and it does not preclude the y4 ....,\"...,0007.1..,..44.07.„,`` ```. uuse iomoi er equivalent metnods for determined and providing stability for the walls,columns.Aoors.roofs and at the interrelated ��`.-� ` structural tugging components as determined by the contractor Thus.SBCA and TPI expressly disdain any responsibility for damagesNII 1y `��: ` �` arisin from the use.apphcatbn,or reliance on the recommendations and information contend herein. EE '\`►� ` i c Diagonal braces every 10 SBC �' �j � a .� truss spaces 20'(6.1 m)max. • A550(1 ION TRUSS PLATE INSTITUTE a •tree nim mean 6300 Enterprise Lane•Madison.WI 53719 218 N.Lee St.,Ste.312•Alexandria,VA 22314 w 1 O'(3 m)-15'(4.6 m)max. 608-274-4849•sbcmdustry.com 703.683-1010•tpinst.org B1.•1 1 17160.1 PARA EL MANEJO, INSTALACION, RESTRICCION Y ARRIOSTRE DE LOS TRUSSES manente come le•o. Por favor, siempre consulte a un Profesional Registrado de Diseno. New Atlantic Builders OFFICE COPY r Site Information 362-03 Saltair(FL-Duval) (011r Structural Engineer of Record Jacqueline Rowland No.PE 80499 Tru e.lo use 4745 Sutton 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 Open Structure BCLL 0 psf+ NCLL 10 psf BCLL 0 psf Exposure B BCDL 5 psf BCDL 5 psf Occupancy Category II(Res) FBC 2014 RES\ This Package inlcudes 46 truss designs with individual date of design NO JOB ID TRS ID DATC1 NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE 1 66072 B01 9/22/2016 29 66072 J031 9/22/2016 2 66072 F01 9/22/2016 30 66072 J05 9/22/2016 3 66072 F02 9/22/2016 31 66072 JO5T 9/22/2016 4 66072 F03 9/22/2016 32 66072 J07 9/22/2016 5 66072 F04 9/22/2016 33 66072 JO7T 9/22/2016 6 66072 F05 9/22/2016 34 66072 101 9/22/2016 7 66072 F06 9/22/2016 35 66072 102 9/22/2016 8 66072 F07 9/22/2016 36 66072 103 9/22/2016 9 66072 F08 9/22/2016 37 66072 TO3A 9/22/2016 10 66072 F09 9/22/2016 38 66072 T08 9/22/2016 11 66072 F10 9/22/2016 39 66072 109 9/22/2016 12 66072 FG03 9/22/2016 40 66072 T10 9/22/2016 13 66072 FG05 9/22/2016 41 66072 T11 9/22/2016 14 66072 FGE01 9/22/2016 42 66072 T12 9/22/2016 15 66072 FGE02 9/22/2016 143 66072 113 9/22/2016 16 66072 GE01 9/22/2016 '44 66072 114 9/22/2016 17 66072 GE02 9/22/2016 45 66072 115 9/22/2016 18 66072 GE04 9/22/2016 46 66072 116 9/22/2016 19 66072 GE05 9/22/2016 20 66072 GEB01 9/22/2016 21 66072 HJO1Z 9/22/2016 22 66072 HJO5 9/22/2016 23 66072 HJ07 9/22/2016 24 66072 HJO7T 9/22/2016 25 66072 J01 9/22/2016 26 66072 JO1A 9/22/2016 27 66072 J01Z 9/22/2016 28 66072 J03 9/22/2016 .elllltts •kOlc E ROW°", 1• . ,% v Apex Technology is a fictitious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida 'v$•s, J 1.:..igV\ Engneer Business No.7547-4745 Sutton Park Court.Suite 402 Jacksonville,FL 32224(904)821-5200 6;7» 9 ;r : U: t.o • The seal on this index sheet indicates acceptance of professional engneering responsibility solely for the : —¢j; 1 CC 11 ill " APEX Truss Design Drawings listed above and attached. The suitability and use of each drawing for any •• �; particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2 4 of • • • •. With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with i5 ••' •\• C7" Rule 61615-23.002(2)and 61615-31.003 of the Florida Board of Professional Engneers ✓j L 0 P\••<(/ ,• %, sslotq .,,,%.i q i Job#66072 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 13'07"08 FG03 FLAT 0.00/12 Pitch 2-Ply 1 4161.50 0.00 2 4161.50 0.00 1 22'03"08 FG05 SPEC 5.00/12 Pitch 3-Ply 1 8606.92 0.00 2 11408.31 0.00 1 31'03"00 GE01 GABL 7.00/12 Pitch 1 -Ply 1 2057.65 601.00 2 113.68 0.00 1 31'03"00 GE02 GABL 7.00/12 Pitch 1-Ply 1 2266.72 606.00 1 15'03"00 GE04 GABL 7.00/12 Pitch 1 -Ply 1 382.46 449.00 2 390.00 458.00 1 2011"00 GE05 GABL 7.00/12 Pitch 1 -Ply 1 517.13 494.00 2 517.12 493.00 1 20'10"00 GEB01 FLAT 0.00/12 Pitch 1 -Ply 1 1635.75 0.00 2 1635.75 0.00 2 01'03"08 HJO1Z MONO 4.95/12 Pitch 1 -Ply 1 338.57 106.00 2 274.20 78.00 2 01'03"08 HJO5 MONO 4.95/12 Pitch 1 -Ply 1 338.80 80.00 2 274.54 77.00 1 09'10"01 HJO7 HIP_JACK 3.54/12 Pitch 1 -Ply 1 270.06 125.00 2 318.11 49.00 3 18.49 2.00 1 0910"01 HJO7T HIP_JACK 3.54/12 Pitch 1-Ply 1 269.25 120.00 2 343.52 61.00 3 -42.23 0.00 4 01'00"00 J01 JACK 5.00/12 Pitch 1 -Ply 1 243.30 55.00 2 54.94 14.00 3 121.80 39.00 11 0100"00 JO1A MONO 7.00/12 Pitch 1 -Ply 1 248.54 43.00 2 104.57 61.00 8 0100"00 J01Z MONO 7.00/12 Pitch 1 -Ply 1 248.54 62.00 2 104.57 65.00 2 03'00"00 J03 JACK 5.00/12 Pitch 1 -Ply 1 231.90 30.00 2 35.64 0.00 3 50.89 19.00 2 03'00"00 J03T JACK 5.00/12 Pitch 1 -Ply 1 231.90 30.00 2 10.82 0.00 3 55.33 15.00 2 05'00"00 J05 JACK 5.00/12 Pitch 1-Ply 1 283.59 32.00 2 65.81 0.00 3 108.78 37.00 2 05'00"00 JO5T JACK 5.00/12 Pitch 1-Ply 1 283.59 32.00 2 42.89 0.00 3 119.35 35.00 9 0700"00 J07 EJACK 5.00/12 Pitch 1 -Ply 1 343.14 36.00 2 95.04 0.00 3 161.38 54.00 3 0700"00 JO7T EJACK 5.00/12 Pitch 1 -Ply 1 343.14 36.00 2 74.70 0.00 3 174.21 53.00 7 31'03"00 T01 COMN 7.00/12 Pitch 1 -Ply 1 1102.87 302.00 Page 1 of 3 Job#66072 BEARING INFORMATION QTY SPAN DESCRIPTION J 1 BRG# REACTION UPLIFT 2 1065.87 281.00 10 31'03"00 T02 COMN 7.00/12 Pitch 1 -Ply 1 1133.61 310.00 2 1128.64 310.00 1 15'03"00 T03 COMN 7.00/12 Pitch 1 -Ply 1 603.70 150.00 2 603.70 150.00 1 15'03"00 TO3A COMN 7.00/12 Pitch 1 -Ply 1 610.03 153.00 2 498.50 120.00 1 35'11"00 T08 HIPS 5.00/12 Pitch 1-Ply 1 1323.02 262.00 2 3668.94 812.00 3 386.93 81.00 1 35'11"00 T09 HIPS 5.00/12 Pitch 1-Ply 1 774.61 108.00 2 1429.37 191.00 3 401.43 65.00 1 3511"00 T10 HIPS 5.00/12 Pitch 1-Ply 1 773.78 110.00 2 1430.47 182.00 3 402.05 69.00 1 35'11"00 T11 HIPS 5.00/12 Pitch 1 -Ply 1 754.72 102.00 2 1544.29 199.00 3 337.35 58.00 1 35'11"00 T12 HIPS 5.00/12 Pitch 1 -Ply 1 732.88 27.00 2 1468.61 4.00 3 436.62 50.00 1 35'11"00 T13 SPEC 5.00/12 Pitch 1 -Ply 1 1049.55 39.00 2 688.38 61.00 3 899.98 25.00 1 35'11"00 T14 SPEC 5.00/12 Pitch 1-Ply 1 732.15 24.00 2 1460.07 3.00 3 437.85 47.00 2 2011"00 T15 SPEC 7.00/12 Pitch 1-Ply 1 795.89 102.00 2 687.83 84.00 1 2011"00 T16 SPEC 7.00/12 Pitch 1-Ply 1 791.30 101.00 2 791.29 101.00 WOODFLOOR QTY SPAN DESCRIPTION j BRG# REACTION UPLIFT 1 15'03"08 F01 SY42 0.00/12 Pitch 1 -Ply 1 833.09 0.00 2 833.15 0.00 2 15'03"08 F02 SY42 0.00/12 Pitch 1-Ply 1 828.54 0.00 2 828.54 0.00 11 15'03"00 F03 SY42 0.00/12 Pitch 1 -Ply 1 831.81 0.00 2 842.77 0.00 1 15'03"00 F04 SY42 0.00/12 Pitch 1-Ply 1 600.07 0.00 2 778.91 0.00 3 335.18 0.00 3 10'03"00 F05 SY42 0.00/12 Pitch 1 -Ply 1 565.11 0.00 2 549.89 0.00 11 2011"00 F06 SY42 0.00/12 Pitch 1 -Ply 1 1991.06 0.00 2 1127.54 0.00 1 2011"00 F07 SY42 0.00/12 Pitch 1 -Ply 1 1479.37 0.00 2 1131.64 0.00 1 2011"00 F08 SY42 0.00/12 Pitch 1-Ply 1 1137.92 0.00 Page 2 of 3 • Job#66072 BEARING INFORMATION QTY SPAN DESCRIPTION I BRG# REACTION UPLIFT 2 1137.92 0.00 1 03'06"00 F09 SY42 0.00/12 Pitch 1 -Ply 1 638.01 0.00 2 580.15 0.00 1 0410"00 F10 SY42 0.00/12 Pitch 1 -Ply 1 1880.17 0.00 2 1880.17 0.00 1 10'05"08 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 1125.42 0.00 1 1011"08 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 1192.92 0.00 Total of Trusses 120 Maximun Height 10'04"13 Page 3 of 3 mX y?mcmm, m CO -1 n m Z] C7 A W (n N p7 Pm D m C N p� Q X o H 0 CO m H D "D Z ' ;D '_0 -D P ,D�mm z_1 )0O X - Q Q 0 m 0 m ;a P0(°. 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H • ns 3 �� GN o Nc OUI m73 O OM O.. oo �y -0 -4 -1M o> O -1 0 m v cn - n Z < � 0 -<N �O = Dln0 cm -1 > 000 mz _ � W Dmf -, -Ir MOm Z0m - 0 C) mr- =m -Om > m -i i O Zr- 00 ‹r Z0 0 0 C _0 D 4ti KKc0DO � Cn = �� / zim DPxmz2 D � z z2m 0 -1 -Icn90 • _ Z iz- 1 . g CD � nrCn D C) NNN •(7 C $ (I) 13 0 ' E r' D73 � FX K CO mp i 0 ooKmH ^ K r ni 4 5mDcn � N� mm � F.W � C _ H OCA Ozm0 Ow xi G) C) . ^-1 m T r m • C� D D L7 T,v' ,. r Z MO z m O M 0 H c73 0 -+D Imm mm x co -I Tm m -I ° D 4, .Z) = AZ X > mOm bom o< 1- X � D O00 ON ///// zy — mwm 0 (n °z W (V 0 -Ir'J rs o zOm nc > m & I 11 ' -{ S = cooCD ,o. i II ' ZO 00per D OOcn n U) oD ° D O n W In z n D - H m co _ zm = 0 o � O .H 1 � (n mm0 D N X) / O = 0 < 0 70 O(/) 1- m00 r co H O NI DWn 00m X nn m Cn AH D -1 � � m mD � z mzm 4 r- � N 00 co D �' -' `� mm X N a< mC � m (mj xp C � n2C cn -0 _ m CD 01 1-0 m (� z0 OA DWO MM n > ZH — H CO 0 0 0p 0Do Y� 4 H O Q 7a w Do � D OZD 4 / O , = O m m O D 00 * o z / Zoo = 0 m Z .� 0- = -n � mn H / * g m0 m o D m cn --I = m -zi (7 / m = m H co O mm -Im ; mm D w A z,-. m Cm Z o 7, Z n)X r D j U) n D °zn ° � � � 0 cn rrvD - r U) r r- n C) <o 0 --I Q - -1 // far C O Z / Z zb D Dn0 m ZZ ^ ZN nN COn * / � m 0 Z 0 oI \•=7 z Zo o � D ,?4 z � D I O zm 0 O D to o 0 - _ O z H � Fz0 --I Om r' D � � m � Wim = � O 0 Ng o cnnD o m � nim N M zap m � 7�J 0 .m 0To m > .Z) rn GilW /'I � � � / n N r7� zo � m OBD D mem m = W n o � z � _ _ � -1O —I m r- >, = D • c m Dv _ \ _ I- -00 Dr � X m , n p 0 x< cn m 0 cn Q D D Ocn T O = mr T N //1 \ J nm rn z<, m " 4 F 0 y r- 0,,;,,o0 ` , 0 // w m ,„ ./.... ,l H 0 ' D2 m oW C � o z • D °' o m y 7J • D CA oov = • _ Z HcnN m (, z O ' a co —1 � -� DnDm HO 0 m TI O n = -��i � —I n -i 71 n = Om =1 0 0 z W I IIS = 0H > Ar 1 ii ,1 z IWO p0 ,Oj 0 ° ° -I O -i o = po M 71 O CU) N m e1 O R T E MEMBER REPORT Level,Floor:Flush Beam PASSED 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Overall Length:20'11" 0 20'11" 0 O All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 7741 @ 2" 7809(3.50") Passed(99%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Flush Beam Shear(lbs) 6538 @ 1'7 1/2" 19950 Passed(33%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-lbs) 39200 @ 10'5 1/2" 58339 Passed(67%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC Live Load Defl.(in) 0.425 @ 10'5 1/2" 0.515 Passed(L/581) -- 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.888 @ 10'5 1/2" 1.029 Passed(11278) -- 1.0 D+1.0 If(All Spans) •Deflection criteria:U.(L/480)and TI.(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 9'4 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead FLive Roof Accessories 1-Stud wall-SPF 3.50" 3.50" 3.47" 4035 418 3706 8159 Blocking 2-Stud wall-SPF 3.50" 3.50" 3.47" 4035 418 3706 8159 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Roof Live Loads Location Width (0.90) (1.00) (non-snow:1.25) Comments 1-Uniform(PSF) 0 to 20'11" 1' 15.0 40.0 _ Residential-Uving Areas 2-Uniform(PLF) 0 to 20'11" N/A 135.0 - - 3-Uniform(PLF) 0 to 20'11' N/A 212.6 - 354.4 /�� Weyerhaeuser Notes •SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator • • Forte Software Operator Job Notes 9/22/2016 3:55:16 PM Forte v5.0,Design Engine:V6.4.0.40 Brent Baker 9 9 Ape""c r..ology B01.4Te (9041 645-67fii bt;axeF Q'iRissystems.Corn Page 1 of 1 66072 Ply:1 SEQN:17631 1 T401 SY42 2537AT ply: 1 FROM: DRW: F01 Wgt:86.8 lbs ... 1 ... 09/23/16 8' 9'7" 15'3"8 8' I 1'7" 5'8"8 ler ng r I--2'6" I- 26"12—I—2'6"12--I I—2'612—I—2'6"12 (TYP) .-=-3X3 1111.5X3 =3X8 1111.5X3 =3X3 =3X4 1111.5X3 =5X7 A B C D E F G H I T 3"8 P r - / mono/` _ 3" 11 2"2 1 10'1"2 �O N M L K J =3X8 =3X8 1111.5X3 1111.5X3 =4X10 1111.5X3 1 15'3"8 A Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeFl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.271 D 658 360 o 833 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.423 D 422 240 H 833 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.038 B - - 0 Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.061 B - - H Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing H is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.980 Bearing 0 Fcperp=565psi. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.744 Sparing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.846 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 E-F 0 -1629 Wind Duration:NA WAVE ' VIEW Ver:16.01.01.0531.12 B-C 0-2323 F-G 0 -1594 Lumber Additional Notes C-D 0-2323 G-H 0 -1629 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail D-E 0-2440 H-I 0 0 Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Bot chord 4x2 SP M-30 recommendations. Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values The overall height of this truss excluding overhang is 0-N 1437 0 L-K 2433 0 approved 1/30/2013 by ALSC 1-4-0. N-M 2444 0 K-J 0 -1 M-L 2440 0 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 15.29 P-O 0 -10 D-M 47 -168 BC 120 0.25 14.96 A-0 0 -107 L-E 206 -12 Apply purlins to any chords above or below fillers 0-B 0-1597 E-K 0 -953 at 24"OC unless shown otherwise above. B-N 979 0 F-K 0 -361 Camber C-N 0 -301 K-H 1776 0 N-D 141 -427 H-J 37 0 Max JT VERT DEFL:LL:0.27"DL:0.20".See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: r 1.This drawing is not sufficient atone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 6.11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer //*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse E No 60839Mil G lowskiJeffrey No 58544son PEDerekNo 1457y JPE No!in8 4499owland APEX 66072 Ply:1 SEQN:17632/T41/SY42 2537AT Qty: 2 FROM: DRW: F02 Wgt:82.6 lbs ... / ... 09/23/16 8' _1 9'11" 1 15'3"8 8' 1'11" 5'4"8 "1--2'6" -1 2'6"12--E--2'6"12--1 I-2'6'12---1 f31 (TYP) 1111.5X3 =3X8 1111.5X3 =3X3 1111.5X3 =3X8 1111.5X3 A B C D E F G T 3'8 NT — a - — H 1 +41 - 0 101„2 M L K J Ir =3X8 =3X8 1111.5X3 =4X5 =3X8 1 15.3"8 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Cl:NA CAT:NA PP Deflection in roc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.264 K 673 360 M 829 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.447 K 396 240 I 829 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.036 B - - M Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.066 B - - I Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 Bearings M&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.545 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.771 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.499 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -2380 I:NA GCpi:NA Plate Type(s): B-C 0-2310 E-F 0 -2362 Wind Duration:NA WAVE VIEW Ver:16.01.01.0531.12 C-D 0-2310 F-G 1 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP M-30 STRBRIBR1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-30 recommendations. M-L 1426 0 K-J 2380 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. L-K 2384 0 J-I 1432 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 1-4-0. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins N-M 0 -10 D-K 28 -141 to laterally brace chords as follows: A-M 0 -109 E-J 0 -333 Chord Spacing(in oc) Start(ft) End(ft) M-B 0-1585 J-F 1048 0 TC 24 0.12 14.92 B-L 978 0 F-I 0 -1592 BC 120 0.12 14.92 C-L 0 -324 G-I 0 -113 Apply purlins to any chords above or below fillers L-D 177 -423 I-H 0 -10 at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.26"DL:0.21".See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face:or(3)qty.16-Gauge,1" Crown(minimum),1-112"length wire staples on each narrow face. NOTES: r 1 The drawing is not sufficient 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. Flonda Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904.821.5200 TrueHouse G P No Michae160 391owskiPE JeffreyNo 58544 Derek No 71457y JFENOine E99ow1and APEX 66072 Ply:1 SEQN:17425/T30/SY42 2537AT Qty: 11 FROM: DRW: F03 Wgt:86.8 lbs ... / ... 09/23/16 8' 9'7' 15.3" 8'I- I 1,7" I 5'8" I"I--2'6"—}--2'6"12--}--2'6"12—I f--2'6"12 E- 2'6"12—Hi (TYP) =3X3 1111.5X3 =3X8 1111.5X3 =3X3 =3X4 1111.5X3 =5X7 A B C D E F G H I T 3�s P t - 3 1 rzz 3-I1 / - ()101"2 li0 N M L K J =3X8 =3X8 1111.5X3 1111.5X3 =4X10 III1.5X3 I- 15'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U I Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.269 D 662 360 o 833 I- I- I- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.420 D 424 240 H 829 /- I- I- I- /3.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.038 B - - 0 Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA , HORZ(TL): 0.061 B - - H Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor.1.5 Bearing H is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.868 Bearing 0 Fcperp=565psi. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.743 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.845 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 E-F 0 -1628 Wind Duration:NA WAVE ' VIEW Ver:16.01.01.0531.12 B-C 0-2323 F-G 0 -1593 Lumber Additional Notes C-D 0-2323 G-H 0 -1628 D-E 0-2440 H-I 0 0 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Top chord 4x2 SP#2:T2 4x2 SP M-30: STRBRIBR1014 for bracing and bridging Bot chord 4x2 SP M-30 recommendations. Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values The overall height of this truss excluding overhang is 0-N 1437 0 L-K 2433 0 approved 1/30/2013 by ALSC 1-4-0. N-M 2445 0 K-J 0 -1 M-L 2440 0 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ff) End(ft) TC 24 0.12 15.12 P-O 0 -10 D-M 47 -168 BC 120 0.12 14.83 A-O 0 -107 L-E 206 -13 Apply purlins to any chords above or below fillers O-B 0 -1597 E-K 0 -954 at 24"OC unless shown otherwise above. B-N 979 0 F-K 0 -360 Camber C-N 0 -301 K-H 1775 0 N-D 141 -427 H-J 37 0 Max JT VERT DEFL:LL:0.27"DL:0.19".See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end verticals)to next end vertical using(3)qty.10d box or(0.128'x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: r I.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (111 I 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Flonda Engineer IfTV\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Ft.32224-904.821.5200 TrueHouse Ei No 608391owski Jeffrey No. 8544 Derek No Murray1457Jacqueline E No.80499owland APEX 66072 Ply:1 SEAN:17428/T27/SY42 2537AT Qty: 1 FROM: DRW: F04 Wgt:84.0 lbs ... I ... 09/23/16 5'4"8 16'4"8 I 10'9" I 12'2"8 I 15'3" 5'4"8 1' 4'4"8 1'S"8 3'0"8 "t-2'6" f- 26"12--I H 1'8"4—I—2,612--i I----2,612--1.5-1 (TYP) 1111.5X3 =4X51111.5X3 1111.5X3 =3X4 1111.5X3 1111.5X3 1114X5 A B C D E F G H I J T 2-.e cs /Ann j7. 11'z°2 110'1"2 11113O :t..11" M L K =3X8 =3X3 =3X3 -3X4 =3X3 1111.5X3 r 10,8"4 1 4'6"12 I 15'3" Loading Criteria Ipso Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSl Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.074 C 999 360 P 604 /- /- I- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.121 C 999 240 M 759 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.010 L - - I 337 /- /- I- /- /3.0 Des Ld: 55.00 EXP:NA HORZ(TL): 0.017 B - - P Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 M Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.318 I Min Brg Width Req= 1.5 Bearing I is a rigid surface. BCDL:NApsf TPI Std: 2007 Max BC CSI: 0.256 Load Duration:1.00 Bearings P&M Fcperp=565psi. Sparing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.297 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:16.01.01.0531.12 Lumber A-B 1 0 F-G 34 -390 Value Set:13B(Effective 611/2013) B-C 0-1295 G-I 35 -382 C-0 0-1302 H-I 0 0 Top chord 4x2 SP M-31 D-E 0-1292 l-J 0 0 Bot chord 4x2 SP M-31 E-F 44 -381 Webs 4x2 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Cho Per Te s.s) Chords Tens.Comp. Chords Tens. Comp. Purlins P-O 964 0 M-L 390 -34 In lieu of structural panels or rigid ceiling use purlins 0-N 1302 0 L-K 0 -2 to laterally brace chords as follows: N-M 1026 0 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 15.12 BC 120 0.12 14.83 Maximum Web Forces Per Ply(lbs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24"OC unless shown otherwise above. Q-P 0 -10 N-E 432 0 End Vertical Attachment A-P 0 -103 E-M 0 961 Attach notched end verticals)to next end vertical B-B 9-1070 G-L 0 -218 using(3)qty.10d box or(0.128"x3"min)gun nails,or B-0 429 0 G-L 5 218 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire 0-C 15 -125 L-I 416 37 staples,through wide face;or(3)qty.16-Gauge,1' D-N 0 -202 I-K 41 0 Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. 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. 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,Jashsonville,FL 32224-904.821.5200 TrueHouse PE Na 160 Kozlowski PEJeffrey No.58544 Derek B PE No 71457 77y Jacqueline 8 449E 9owlantl APEX 66072 Ply:1 SEAN:17426/T42 I SY42 2537AT oty: 3 FROM: DRW: F05 Wgt:58.8 lbs ... / ... 09/23/16 5'4"8 �1 2'1"8 -I 2'9" nii F.}„-26" I 2'6"12 (NP) 1111.X3 =fp 1111.5X3 =2X4 1111.X3 T78 -1-r - a 1 H 0 10'1"2 =4X5 X3 1111.5G X3 -3X4 r 10'3" Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA'PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.183 C 656 360 I 565 /- I- I- I- 15.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.324 C 369 240 F 550 /- /- /- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 B - - 'I Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA -- HORZ(TL): 0.069 B - - F Min Brg Width Req= 1.5 NCBCLL:M00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings I&F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.607 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.844 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.321 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 C-D 0 -1059 I:NA GCpi:NA Plate Type(s): , B-C 0-1054 D-E 0 0 Wind Duration:NA WAVE VIEW Ver.16.01.01.0531.12 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP M-30 I-H 882 0 G-F 1054 0 Bot chord 4x2 SP#2 H-G 1059 0 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins J-I 0 -10 H-C 37 -101 In lieu of structural panels or rigid ceiling use purlins A-I 0 -97 G-D 120 0 to laterally brace chords as follows: I-B 0 -980 D-F 0 -1160 Chord Spacing(in oc) Start(ft) End(ft) B-H 329 0 E-F 30 -102 TC 24 0.12 10.12 BC 120 0.12 10.12 I Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. 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. (1.11.11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APEX Tru 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 66072 Ply:1 SEAN:17431 I T14 I SY42 2537AT Qty: 11 FROM: DRW: F06 Wgt:116.2 lbs ... / ... 09/23/16 106" 111'9"8 I 20'11" I 10.6" 178 9'1"8 I-z's"--I I--3,.,-I r I (TYP) W=3X4 1111.5X3 E5X5 =4X4 1111.5X3 =4X4 5X5 411.5X3 A B C D E F G H I J K L Y � _ I �M o / \ /-\�/ \ / `, .yco 10'1'2 ` / ` / \�/ \ Z a IX W V U T S R 0 P 0 Nt =4X8 m5X5 =4X4 1111.5X3 W=H0310 =4X4 =5X5 =4X8 1 20'11" 1 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.455 G 537 360 X 1963 /- I- I- I- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.711 G 343 325 N 1129 I- I- I- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.068 B - - X Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.107 B - - N Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 Bearings X&N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.877 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.946 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.590 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 112 0 G-H 0 -4625 I:NA GCpi:NA Plate Type(s): B-C 0-1961 H-I 0 -4314 Wind Duration:NA WAVE,HS VIEW Ver:16.01.01.0531.12 C-D 0-3419 I-J 0 -3439 Lumber End Vertical Attachment D-E 0-3419 J-K 0 -1988 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F-G 0-4623 K-L 1 0 using(3)qty.10d box or(0.128"x3"min)gun nails,or F-G 0-4623 Top chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Bots chordx4x2#3P M-30 staples,through wide face;or(3) 16-Gauge,1" Maximum Bot Chord Forces Per Plylbs Webs 4x2 SP 9 qty. 9 (lbs) Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values narrow face. approved 1/30/2013 by ALSC X-W 1070 0 S-R 4623 0 Additional Notes W-V 2823 0 R-Q 4003 0 Special Loads +2x6 continuous strongback.See detail V-U 3994 0 0-P 4003 0 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging U-T 4583 0 P-0 2847 0 TC-From 100 plf at 0.25 to 100 plf at 20.79 recommendations. T-S 4625 0 0-N 1103 0 BC-From 10 plf at 0.00 to 10 plf at 20.92 Truss must be installed as shown with top chord up. BC- 829 lb Conc.Load at 0.12 Maximum Web Forces Per Ply(lbs) The overall height of this truss excluding overhang is Plating Notes 1-4-0. Webs Tens.Comp. Webs Tens. Comp. All plates are 3X3 except as noted. Y-X 85 -715 S-H 60 0 X-A 0 -171 H-R 0 -429 Purlins X-B 0-1595 R-I 432 0 In lieu of structural panels or rigid ceiling use purlins B-W 1239 0 I-P 0 -786 to laterally brace chords as follows: W-C 0-1199 P-J 823 0 Chord Spacing(in oc) Start(ft) End(ft) C-V 830 0 J-0 0 -1194 TC 24 0.25 20.54 V-E 0 -800 0-K 1232 0 BC 120 0.17 20.54 E-U 435 0 K-N 0 -1535 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. U-F 0 -383 L-N 0 42 F-T 55 0 N-M 0 -7 Camber T-G 10 -51 Max JT VERT DEFL:LL:0.45"DL:0.26".See detail DEFLCAMB1014 for camber recommendations. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (11TrH) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Florida Corporation Florida Engineer ig*/\ Business No.7547-4745 Sutton Park Cowl.Suite 402.Jacksonville.FL 32224-904.821.5200 Tru eHo use E No.1608391owski Ameson PErNo ey PS 1544 Derek No Murray714Jacqueline Noli 3e 99owland APEX 66072 Ply:1 'SEQN:17419/T15/SY42 2537AT Qty: 1 FROM: DRW: F07 Wgt:116.2 lbs ... / ... 09/23/16 I 10'6" 1119"8 I 20'11" -I g$ 10'6" 1.3"8 9'1"8 g r 1 -(TYP) 'I 3„� I I W=3X4 III 1.5X3 =5X5 =4X4 1111.5X3 =_4X4 =5X5 III 1.5X3 A B C D E F G H I J K L _ � _ _ yM Y / \�/ \�/ \ / \r- ` / \,/ \�/ \ 111 r" 10'1"2 *I( W V U T S R Q P 0 NliE =4X8 -95X5 =4X4 1111.5X3 W=H0310 =4X4 =5X5 =4X8 1 20'11" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.387 G 631 360 X 1466 /- /- I- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.606 G 403 325 N 1133 /- /- I- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.057 N - - X Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA --- HORZ(TL): 0.089 N - - N Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings X&N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FOC 2014 RES Max TC CSI: 0.346 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.629 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.589 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 44 0 G-H 0 -4656 I:NA GCpi:NA Plate Type(s): B-C 0-2019 H-1 0 -4340 Wind Duration:NA WAVE,HS VIEW Ver:16.01.01.0531.12 C-D 0-3470 1-J 0 -3454 Lumber End Vertical Attachment D-E 0-3470 J-K 0 -1996 E-F 0-4349 K-L 1 0 Value Set:13B(Effective 6/1/2013) Attach notched end verticals)to next end vertical F-G 0-4654 Top chord 4x2 SP M-31 using(3)qty.10d box or(0.128"x3"min)gun nails,or Bot chord 4x2 SP M-31 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(lbs) Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values narrow face. approved 1/30/2013 by ALSC X-W 1132 0 S-R 4653 0 Additional Notes W-V 2877 0 R-Q 4023 0 Special Loads +2x6 continuous strongback.See detail V-U 4041 0 Q-P 4023 0 ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging U-T 4621 0 P-0 2859 0 TC-From 100 plf at 0.25 to 100 plf at 20.79 recommendations. T-S 4656 0 0-N 1106 0 BC-From10 plf at 0.00 to 10 plf at 20.92 335top Truss must be installed as shown with chord BC- 335 lb Conc.Load at 0.12up. The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs) Plating Notes 1-4-0. Webs Tens.Comp. Webs Tens. Comp. All plates are 3X3 except as noted. Y-X 32 -293 S-H 56 0 X-A 0 -97 H-R 0 -436 Purlins X-B 0-1587 R-I 441 0 In lieu of structural panels or rigid ceiling use purlins B-W 1234 0 1-P 0 -791 r to laterally brace chords as follows: W-C 0-1194 P-J 828 0 Chord Spacing(in oc) Start(ft) End(ft) C-V 824 0 J-0 0 -1200 TC 24 0.12 20.42 V-E 0 -794 0-K 1238 0 BC 120 0.04 20.42 E-U 430 0 K-N 0 -1539 Apply purlins to any chords above or below fillers U-F 0 -377 L-N 0 43 at 24"OC unless shown otherwise above. F-T 46 0 N-M 0 -7 Camber T-G 13 -44 Max JT VERT DEFL:LL:0.39"DL:0.22".See detail i DEFLCAMB1014 for camber recommendations. NOTES: f- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (TH 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Florida Engineer ,V\ Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224.904.821.5200 f TrueHouse PMichael No 60839 Jeffrey P YA PArnesonDerek No.Murray1457Jacqueline No.80499 APEX 66072 Ply:1 SEAN:17451/T13/SY42 2537AT Qty: 1 FROM: DRW: F08 Wgt:114.8 lbs ... / ... 09/23/16 10'4"8 11'9"8 20'11" I PI 10'4"8 1'S 9'1"8 g (TYP) 1111.5X3 =5X5 =4X4 3X4("") 1111.5X3 =4X4 =5X5 1111.5X3 A B C DE F G H I J K L T Ti YM 1 0 10'1"2 1X W V U T S R Q P 0 Nr =4X8 =5X5 =4X4 1111.5X3 W=H0310 =4X4 =5X5 =4X8 r 20'11" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.393 G 623 360 X 1138 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.615 G 398 326 N 1138 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.057 B - - X Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.090 B - - N Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings X&N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.302 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.610 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.593 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 G-H 0 -4696 I:NA GCpi:NA Plate Type(s): B-C 0-2006 H-I 0 -4372 Wind Duration:NA WAVE,HS VIEW Ver:16.01.01.0531.12 C-D 0-3474 I-J 0 -3475 Lumber End Vertical Attachment D-E 0-4373 J-K 0 -2006 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F- 0-4693 K-L 1 0 Top chord 4x2 SP M-31 using(3)qty.10d box or(0.128"x3"min)gun nails,or F-G G 0-4693 Bot chord 4x2 SP M-31 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Webs 4x2 SP#3 staples,through wide face:or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(lbs) Crown(minimum).1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values narrow face. approved 1/30/2013 by ALSC X-W 1112 0 S-R 4693 0 Additional Notes W-V 2873 0 R-Q 4048 0 Plating Notes +2x6 continuous strongback.See detail V-U 4055 0 Q-P 4048 0 All plates are 3X3 except as noted. STRBRIBR1014 for bracing and bridging U-T 4652 0 P-O 2874 0 ("")1 plate(s)require special positioning.Refer to recommendations. T-S 4696 0 0-N 1111 0 scaled plate plot details for special positioning Truss must be installed as shown with top chord up. requirements. Maximum Web Forces Per Ply(lbs) The overall height of this truss excluding overhang is Purlins 1-4-0. Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins Y-X 0 7 S-H 207 124 to laterally brace chords as follows: A-X 0 -43 H-R 2 -661 Chord Spacing(in oc) Start(ft) End(ft) X-B 0 -1547 R-I 559 0 TC 24 0.00 20.42 B-W 1244 0 I-P 0 -798 BC 120 0.00 20.42 W-C 0-1205 P-J 835 0 Apply purlins to any chords above or below fillers C-V 837 0 J-O 0 -1208 at 24"OC unless shown otherwise above. V-D 0 -807 O-K 1245 0 Camber D-U 442 0 K-N 0 -1547 U-F 0 -424 L-N 0 -43 Max JT VERT DEFL:LL:0.39"DL:0.26".See detail F-T 456 -295 N-M 0 -7 DEFLCAMB1014 for camber recommendations. T-G 75 -194 NOTES: I' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (Tr H 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer "*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE No Michael PE Jeffrey Derek 71457y Jacqueline Noli8e0499ovAanO APEX 66072 Ply:1 SEQN:17633/T47/SY42 ' 2537AT Qty: 1 FROM: DRW: F09 Wgt:25.2 lbs ... / ... 09/23/16 17••8 110"8 3'6" I 17"8 3" 1'7"8 I---1'3"--{ FYI cry P) H 1133X3 =38X4=3X4 1113X3 T Ns i- IIHS j'j rmal egm ink 101-2 ►:H G F E MI 1111.5X3 =4X5 =4X5 1111.5X3 1 3.6., j Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LAS Loc R /U I Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.015 B 999 360 H 638 /- /- /- I- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.023 B 999 240 E 580 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.003 B - - H Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.004 B - - E Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.490 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.372 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.199 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. A-B 4 0 C-D 4 0 I:NA GCpi:NA Plate Type(s): B-C 0 -662 Wind Duration:NA WAVE VIEW Ver:16.01.01.0531.12 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 H-G 669 0 F-E 656 0 Bot chord 4x2 SP#2 G-F 662 0 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads A-H 0 -92 C-E 0 -831 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) H-B 0 -847 E-D 0 -15 TC-From 100 plf at 0.00 to 100 plf at 3.50 B-G 28 -103 D-E 0 -54 BC-From 10 plf at 0.00 to 10 plf at 3.50 F-C 96 0 TC- 833 lb Conc.Load at 1.65 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 -0.12 3.38 BC 36 0.13 3.13 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Additional Notes Truss must be installed as shown with top chord up. G The overall height of this truss excluding overhang is 1-1-0. NOTES: f- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (111'H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904 821.5200 APEX TrueHouse PE No 160839 ski Jeffrey No 58544 PEPE No Murray1457JPE No. Rowland 66072 Ply:1 SEQN:17647/T3/SY42 2537AT Qty: 1 FROM: DRW: F10 Wgt:36.4 lbs ... / ... 09/23/16 17"8 I 32"8 I 4'10" 1'7"8 17" 178 F^1'3"—{ F3'4 (TYP) F3" III3AX3 =4X C4X8 11133X3 T r...�-ter. IIi iIIr. rr , i um � 11 Am 10'1"2 m� G _ I \ �H 1111.5X3 11115X3 E� m48 m48 1 4'10" -1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph N:NA Ce:NA VERT(LL): 0.025 G 999 360 H 1880 1- I- l- l- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.075 G 694 240 E 1880 1- I- I- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.012 B - - H Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.035 B - - E Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings H&E Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.758 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.684 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.453 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 20 0 C-D 20 0 I:NA GCpi:NA Plate Type(s): B-C 0-1349 Wind Duration:NA WAVE VIEW Ver:16.01.01.0531.12 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP M-30 H-G 1349 0 F-E 1349 0 Bot chord 4x2 SP#2 G-F 1349 0 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads A-H 0 -572 C-E 0 -1904 (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) H-B 0-1904 E-D 0 -101 TC-From 768 plf at 0.00 to 768 plf at 4.83 B-G 92 -84 D-E 0 -472 BC-From 10 plf at 0.00 to 10 plf at 4.83 F-C 92 -84 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 4.83 BC 52 0.25 4.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (1111 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer fiV\ Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200 TrueHouse MPE No 60 39 l G Kozlowski PE No. 854Jeffrey P 4 Derek Murray14PE No80499 4E99owlantl APEX 66072 Ply:2 SEQN:17423/T35/FLAT 2537AT Qty: 1 FROM: DRW: FG03 Wgt:98.0 lbs ... / ... 09/23/16 3'6"4 6'8"12 10'3" 3.6"4 I 3'2"8 I 3'6"4 II111C410X12(++) III III C4 11110X12(+p+) T1 . "v W2 �W4 W3 =6X10 =6X10E O 10'1"2 3'3" 3'9" 3'3" I- 3'3" I 7' I 10'3" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udeti L/# Loc R /U /Rw /Rh /RL 1 W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.103 B 999 240 H 4161 /- /- /- /- 15.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.304 B 404 180 E 4161 I- 1- I- l- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.020 A - - H Min Brg Width Req= 2.2 Des Ld: 55.00 EXP:NA HORZ(TL): 0.066 A - - E Min Brg Width Req= 2.2 NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearings H&E Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.820 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.842 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.835 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-4593 C-D 0 -4593 I:NA GCpi:NA Plate Type(s): B-C 0-4788 Wind Duration:NA WAVE VIEW Ver:16.01.01.0531.12 Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs) Value Set:138(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP M-31 to laterally brace chords as follows: H-G 213 0 F-E 213 0 Bot chord 2x4 SF'M-31 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x6 SP#2:W2,W5 2x4 SP M-30: TC 24 -1.00 9.25 G-F 4788 0 :W3,W4 2x4 SP#3: BC 120 -1.00 9.25 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. A-H 0-2023 C-F 0 -1404 Nailnote A-G 4606 0 F-D 4606 0 Nail Schedule:0.131'x3",min.nails G-B 0-1404 D-E 0 -2023 Top Chord:1 Row @ 3.25"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 802 plf at -1.00 to 802 pH at 9.25 BC-From 10 plf at -1.00 to 10 plf at 9.25 Plating Notes (++)-This plate works for both joints covered. Plate positions consider a 0.50 inch truss perimeter edge distance. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: f- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. � � (11H) 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 E No 60839 Jeffrey pE No. 8544 Derek No. 145y JacquelinePNo99ow1and Michael G APEX 66072 Ply:3 SEQN:17634/T11/SPEC 2537AT Qty: 1 FROM: DRW: FG05 Wgt:537.6 lbs ... / ... 09/23/16 4'9'3 7'4'10 13713 1711'8 22'97 25'78 I 45'3 277 ( 573 I 410-11 I 4715 I 710.1 I E_6X6(1) I ‘5X51"13 5X5 U F•6X10 12 5 p G\5X5 T 08X8C• • \3X48 W8 W3 m4X8(C3 A /S 0 °I L K J V�� H IH0310 10'1'2 .4X5 .8X8 .8X12 106X6 M 1 25773 1 7'1'14 577 573 573 7513 I7'1'14 ( 179'5 I 1711'8 ) 23'1'11 I 25'7.8 I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udetl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.146 L 999 262 A 8607 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.312 L 840 262 M" 3147 /- /- /- /- /43.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 J - - H /3835 Des Ld: 55.00 EXP:NA HORZ(TL): 0.072 J - - A Min Brg Width Req= 3.1 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 I Min Brg Width Req= - Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.751 Bearings A&I Fcperp=565psi. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.590 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.919 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0-5817 D-E 0 -1560 Wind Duration:NA WAVE.HS VIEW Ver:16.01.01.0531.12 B-C 0-5051 E-F 0 -1549 Lumber Special Loads C-D 0-3384 F-G 922 0 Value Set:13B(Effective 6/1/2013) --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-31 TC-From 806 pH at 0.00 to 760 pit at 7.27 Bot chord 2x6 SP SS Dense TC-From 760 pH at 7.27 to 712 plf at 15.06 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W3,W8 2x4 SP#2: TC-From 727 Of at 15.06 to 712 pH at 17.46 A-L 5197 0 J-I 0 -1018 :W7 2x4 SP M-30: TC-From 712 pit at 17.46 to 715 plf at 17.96 :Lt Wedge 2x4 SP#3: TC-From 715 plf at 17.96 to 764 plf at 25.62 L-K 4533 0 I-H 0 0 BC-From 10 plf at 0.00 to 10 plf at 12.78 K-J 2840 0 Lumber value set"13B"uses design values BC-From 10 plf at 12.78 to 10 plf at 25.62 approved 1/30/2013 by ALSC BC- 580 lb Conc.Load at 15.15 Maximum Web Forces Per Ply(lbs) Bracing Purlins Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on In lieu of structural panels or rigid ceiling use purlins B-L 0 -793 E-J 0 -125 member. to laterally brace chords as follows: L-C 533 0 J-F 2543 0 Chord Spacing(in oc) Start(ft) End(ft) C-K 0-1891 F-I 0 -3776 Nailnote TC 24 1.00 26.62 K-D 1107 0 I-G 0 -1337 Nail Schedule:0.131"x3",min.nails BC 120 1.15 26.62 D-J 0-2408 G-H 1272 0 Top Chord:1 Row @ 2.25"o.c. Apply purlins to any chords above or below fillers Bot Chord:1 Row @12.00"o.c. at 24"OC unless shown otherwise above. Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal Additional Notes spacing between rows and stagger nails in each row The overall height of this truss excluding overhang is to avoid splitting. 7-10-2. 4"o.c.spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" Plating Notes All plates are 3X8(C3)except as noted. (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. Plate positions consider a 0.50 inch truss perimeter edge distance. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this buss drawing.include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 61.1.1) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation, Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE MiNo 160839 Kozlowski ey P Arneson PENo58544 Derek No 71457y JacquelinePE No. 99owland APEX 66072 Ply:1 SEAN:17479/T39/SY42 2537AT Qty: 1 FROM: DRW: FGE01 Wgt:61.6 lbs ... / ... 09/23/16 -1'5rr8_„.-- 1'4"H (TYP) A B C D E F G H I Sys T-,- - - - - - - - zJ v _L _ - - - O10'1"2 SII3X3 R Q �� L ��3X3 I F 10'5"8 I I- 10'5"8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs),or"=PLF TCLL: 40.00 Wind Std: NA Pg:NA Cl:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U 1 Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 K' 108 /- /- /- /- /125 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 S Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 B - - Bearing S Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL):0.002 B - - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor.1.5 Maximum Top Chord Forces Per Ply(lbs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.203 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 E-F 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.032 B-C 0 0 F-G 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 G-H 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 H-I 0 0 Wind Duration:NA WAVE VIEW Ver:16.01.01.0531.12 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#3 The overall height of this truss excluding overhang is S-R 0 0 O-N 0 0 Bot chord 4x2 SP#3 1-4-0. R-Q 0 0 N-M 0 0 Webs 4x2 SP#3 Q-P 0 0 M-L 0 0 , Lumber value set"13B"uses design values P-0 0 0 L-K 0 0 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building T-S 0 -9 I-K 0 -22 designer. A-S 0 -59 K-J 0 -8 Fasten rated sheathing to one face of this frame. Maximum Gable Forces Per Ply(lbs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 1.5X3 except as noted. B-R 0 -150 F-N 0 132 Purlins C-Q 0 -129 G-M 0 -138 In lieu of structural panels or rigid ceiling use purlins D-P 0 -134 H-L 0 111 to laterally brace chords as follows: E-O 0 -133 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 10.21 BC 119 0.25 10.21 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end verticat(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge.1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 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. (rr'H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APEX l TrueHouse Michael G Kozlowski P Ameson Derek B Murray Jacqueline E Rowland PE No.60839 PE No.58544 PE No.71457 PE No.80499 66072 Ply:1 SEAN:17482/T44/SY42 2537AT Qty: 1 FROM: DRW: FGE02 Wgt:58.8 lbs ... I ... 09/23/16 I— 1'5„8 H--1,4„H (TYP) A B C D E F G H I T - - - - - - - - "v 1 - - - -- - - /- 0 101°2 Q P 0 N M L K I- 1011"8 I F- 10'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def 1CSI Criteria A Maximum Reactions(lbs),or”=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 I 999 360 J• 109 /- /- /- /- /131 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 I 999 240 R Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 I - - Bearing R Fcperp=565psi. Des Ld: 55.00 EXP:NA - HORZ(TL):-0.000 I - - NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.216 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.046 A-B 0 -1 E-F 0 -1 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.037 B-C 0 -1 F-G 0 -1 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 -1 G-H 0 -1 I:NA GCpi:NA Plate Type(s): D-E 0 -1 H-I 0 -1 Wind Duration:NA WAVE VIEW Ver.16.01.01.0531.12 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set 138(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#3 R-Q 1 0 N-M 1 0 Bot chord 4x2 SP#3 Q-P 1 0 M-L 1 0 Webs 4x2 SP#3 P-O 1 0 L-K 1 0 Lumber value set"13B"uses design values 0-N 1 0 K-J 1 0 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building A-R 0 -59 I-J 0 -49 designer. Fasten rated sheathing to one face of this frame. Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Gables Tens. Comp. Plating Notes All plates are 1.5X3 except as noted. B-Q 0 -159 F-M 0 -135 C-P 0 -127 G-L 0 -126 Purlins D-0 0 -135 H-K 0 -162 In lieu of structural panels or rigid ceiling use purlins E-N 0 -133 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.12 10.83 BC 120 -0.12 10.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: r 61.1) 1.This drawing is not sufficient alone for installation. Additional Instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904 821 5200 TrDerek B APEX ueHouse PE No.1608391owskr PE No 58544�n E No 7145y JPE No.1antl 80499 66072 Ply:1 SEAN:17607/T6/GABL 2537AT Qty: 1 FROM: DRW: GE01 Wgt:252.0 lbs Page 1 of 2 ... / ... 09/23/16 r3r]� 19214 1 15T8 I 29'4'12 130917'. 1391 1374 1.42 I-378--47. 0) IM.5X5, LI , jul11TYU 3xHCe) A ��P�� R �pT AQ AP AO AN AM AL AK AJ Al All AG AF ;1-1:6---A; AB AA Z Y s5%5 I 31.3- 1 I.178 1 317 1 317 (NNL) (NNL) 14-378-I 1-..r-I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CS1 Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.008 W 999 327 8+ 68 /20 /28 I- /7 /362 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.016 W 999 327 AR 114 /- /55 /- I- /12.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 W - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B -- -. HORZ(TL):0.009 W - - B Min Brg Width Req= - NCBCLL: 10.00 Mean Height:24.88 ft Code/Misc Criteria Creep Factor:1.5 X Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.215 Bearings 8&X Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.108 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.077 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.12 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-C 189 -196 M-N 203 -33 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 A-B 50 0 N-O 173 -23 Lumber Additional Notes B-C 87 -196 0-P 138 14 Value Set:13B(Effective 6/1/2013) See DWGS A14030ENC101014&GBLLETIN1014 for D-E 128 -149 Q-R 106 -10 gable wind bracingrequirements. D-E 117 -127 Q-R 74 10 Top chord 2x4 SP#2 E-F 110 -111 R-S 42 -15 Bot chord 2x4 SP#2 Stacked top chord must NOT be notched or cut in F-G 101 -94 S-T 32 -24 Webs 2x4 SP#3 area(NNL).Dropped top chord braced at 24"o.c. G-H 101 -85 T-U 40 -40 :Stack Chord SC1 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped H-I 101 -76 U-V 41 -54 :Stack Chord SC2 2x4 SP#2: top chord in notchable area using 3x4 tie-plates 24" I-J 106 -68 V-W 70 107 Lumber value set"13B"uses design values o.c.Center plate on stacked/dropped chord approved 1/30/2013 by ALSC interface,plate length perpendicular to chord length. J-K 138 59 W-AR 70 98 Splice top chord in notchable area using 3x6. K-L 173 -50 W-X 30 -70 Bracing The overall height of this truss excluding overhang is L-M 203 42 (a)Continuous lateral restraint equally spaced on 9-1-14. member. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-AQ 131 -65 AH-AG 140 -66 All plates are 3X4 except as noted. AQ-AP 133 -65 AG-AF 139 -65 Plate positions consider a 0.50 inch truss perimeter AP-AO 135 -65 AF-AE 139 -65 edge distance. AO-AN 136 -65 AE-AD 138 -64 AN-AM 137 -65 AD-AC 138 -64 Purlins AM-AL 138 -66 AC-AB 137 -63 In lieu of structural panels or rigid ceiling use purlins AL-AK 138 -66 AB-AA 136 -63 to laterally brace chords as follows: AK-AJ 139 -66 AA-Z 135 -62 Chord Spacing(in oc) Start(ft) End(ft) AJ-AI 139 -66 Z-Y 134 -61 TC 24 -1.63 31.25 Al-AH 140 -66 Y-X 130 -58 BC 75 0.00 31.25 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Gables Tens. Comp. Wind D-AO 79 -124 AG-N 47 -85 Wind loads based on MWFRS with additional C&C E-AP 49 57 AF-0 57 75 member design. F-AO 52 -75 AE-P 52 -74 G-AN 52 -75 AD-Q 52 -75 H-AM 51 -73 AC-R 51 -73 NOTES: It 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 6111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer "*/\ Business No 7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821 5200 APEX TrueHouse Michael S Kozlowski Jeffrey P Ameson Derek B Murray Jacqueline E Rowland PE No.60839 PE No.58544 PE No.71457 PE No.80499 66072 Ply:1 SEQN:17607/T6/GABL 2537AT thy: 1 FROM: DRW: GE01 Wgt:252.0 lbs Page 2 of 2 ... I ... 09/23/16 I-AL 52 -75 AB-S 52 -75 J-AK 52 -74 AA-T 53 -77 K-AJ 57 -75 Z-U 34 -41 L-Al 47 -85 Y-V 103 -168 M-AH 20 -163 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. (11-1-1) �2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Florida Corporation. Florida Engineer iBusiness No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE No.608391owski PE No 58544son ek B E No Murray1457JPa Bolin804 �Rowlantl APEX 66072 Ply:1 SEQN:17611/T9/GABL 2537AT Qty: 1 FROM: DRW: GE02 Wgt:254.8 lbs Page 1 of 2 ... / ... 09/23/16 ril- , IS I 1578 1344 1 29Y'12 3p'9- 139-4 1 717 F--378—12- lTc 5X5 L/\\O+ 12 /5%SH/ N.R. R 5X5 F�G n IN) 1(,)1 ��8 E. of �� 4 u 3x8(c6) D/ v �XBCx SC2 A� �A��/ ��AJ�-----i>J� /�-------- y —.p.T AR AO AP AO AN AM Al AK AJ Al AN AG AF AE AD AC AB AA 7 m5X5 I 311- I 1.2-8 313' 1t713.1 31'3' (NNL) (NNL) 1--378--.{ I—378—.I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.004 W 999 367 x• 73 /19 /29 /- /7 /374 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.008 W 999 367 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 C - - B Min Brg Width Req= - Des Ld: 32.00 EXP:B HORZ(TL):-0.005 C - • Bearing B Fcperp=565psi. NCBCLL:10.00 Mean Height:24.88 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.215 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.108 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.077 B-C 190 -190 L-M 219 -10 C&C Dist a:3.12 ft FT/RT:30(0)/10(0) Mfg Specified Camber: X-Y 50 0 M-N 219 -10 GCpi:0.18 Plate Type(s): A-B 50 0 N-0 189 -17 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 96 -197 0-P 154 -25 Lumber Additional Notes C-D 93 -116 P-Q 122 34 Value Set:13B(Effective 6/1/2013) See DWGS A14030ENC101014&GBLLETIN1014 for E-E 80 -93 R-R 90 -52 Top chord 2x4 SP#2 gable wind bracing requirements. E-F 74 77 R-S 64 52 F-G 65 -61 S-T 65 -61 Bot chord 2x4 SP#2 Stacked top chord must NOT be notched or cut in G-H 64 -52 T-U 74 -77 Webs 2x4 SP#3 area(NNL).Dropped top chord braced at 24"o.c. H-i 90 -43 U-V 80 -93 :Stack Chord SC1 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped I-J 122 -34 V-W 93 -116 :Stack Chord SC2 2x4 SP#2: top chord in notchable area using 3x4 tie-plates 24" J-K 154 25 W-X 190 190 Lumber value set"13B"uses design values o.c.Center plate on stacked/dropped chord K-L 189 -17 W-X 96 -197 approved 1/30/2013 by ALSC interface,plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Bracing The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on 9-1-14. Chords Tens.Comp. Chords Tens. Comp. member. B-AR 170 -112 Al-AH 179 -119 Plating Notes AR-AQ 172 -114 AH-AG 178 -118 AQ-AP 174 -115 AG-AF 178 -118 All plates are 3X4 except as noted. AP-AO 175 -116 AF-AE 177 -117 Plate positions consider a 0.50 inch truss perimeter AO-AN 176 -116 AE-AD 177 -117 edge distance. AN-AM 177 -117 AD-AC 176 -116 AM-AL 177 -117 AC-AB 175 -116 Purlins AL-AK 178 -118 AB-AA 174 -115 In lieu of structural panels or rigid ceiling use purlins AK-AJ 178 -118 AA-Z 172 -114 to laterally brace chords as follows: AJ-AI 179 -119 Z-X 170 -112 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.63 32.87 BC 75 0.00 31.25 Maximum Gable Forces Per Ply(lbs) Apply purlins to any chords above or below fillers Gables Tens.Comp. Gables Tens. Comp. at 24"OC unless shown otherwise above. D-AR 80 -124 AH-N 47 85 Wind E-AQ 48 -57 AG-0 58 -75 F-AP 52 -75 AF-P 52 -74 Wind loads based on MWFRS with additional C&C G-AO 75 AE-Q 52 -75 member design. H-AN 51 -73 AD-R 51 -73 I-AM 52 -75 AC-S 52 -75 J-AL 52 -74 AB-T 52 -75 NOTES: "Jr 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (ir'11) 1°V\2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Flonda Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE No Michael 60839Kozlowski PE�No 58544son Derek rNo Murray7457Jacqueline No1180499a� 66072 Ply:1 SEAN:17611/T9/GABL 2537AT Qty: 1 FROM: DRW: GE02 Wgt:254.8 lbs Page 2 of 2 ... / ... 09/23/16 K-AK 58 -75 AA-U 48 -57 L-AJ 47 -85 Z-V 80 -124 M-AI 0 -178 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. Flonda Engineer ii*/\ Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200 APEX Tru eHo u se PE No 60839 Kozlowski PE No Arneson PE No. Murray7457JPEQNo!80499 Rowland 66072 Ply:1 SEQN:17652/T43/GABL 2537AT Qty: 1 FROM: DRW: GE04 Wgt:96.6 lbs ... ! ... 09/23/16 rlo41 f= q- 5 6'9.1 77�{ 13'413 145"1 5 4.10-14 110'7 55-4 I 1'5"2, I--3713--f-1'4"-I I-28 -I (TYP) H I F G ii 1 3 12 E ^ K + 7I7 0 L ®r4X4(C5) =X4 C5 w3X4(CS) e 4 N f t X I I Y 3X405 A - V U T S R O P O 1 15'3- 1 I-Ira I 6'51 I 1'2 1 77"3 I 1.7-e-{ 6.54 Tr8 15'3' (NNL) (NNL) I. -378--I f-37.3--I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W • TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.108 V 999 240 g 382 /448 /- I- 1- !3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.150 V 999 180 N 390 /457 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.046 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.065 D - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.71 ft Code I Misc Criteria Creep Factor:1.5 N Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max IC CSI: 0.337 Bearings B&N Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.986 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.177 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 50 -19 H-I 169 -177 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 617 -615 I-J 3.46 -344 Lumber Purlins C-D 445 -445 J-K 436 -431 D Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins -E 437 -434 K-L 438 -447 E Top chord 2x4 SP#2 to laterally brace chords as follows: E-F 434 -429 L-M 448 -447 Chord Spacing(in oc) ( ) End(ft) -G 344 -343 M-N 533 -578 Bot chord 2x4 SP#2 pacin (in Start ft End ft) G-H 170 -179 N-0 50 19 Webs 2x4 SP#3 TC 24 -1.63 16.88 :Stack Chord SC1 2x4 SP#2: BC 102 0.15 14.96 :Stack Chord SC2 2x4 SP#2: Apply purlins to any chords above or below fillers Maximum Bot Chord Forces Per Ply(lbs) at 24"OC unless shown otherwise above. Chords Tens.Comp. Chords Tens. Lumber value set"13B"uses design valuesComp. approved 1/30/2013 by ALSC Wind B-V 386 -393 S-R 396 -401 Wind loads and reactions based on MWFRS. V-U 384 -389 R-Q 384 -389 Special Loads U-T 384 -389 Q-P 384 -389 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Additional Notes T-S 396 -401 P-N 387 -394 TC-From 56 plf at 1.62 to 56 plf at 1.01 See DWGS A14030ENC101014&GBLLETIN1014 for TC-From 28 plf at 1.01 to 28 plf at 7.63 TC-From 28 plf at 7.63 to 28 plf at 14.24 gable wind bracing requirements. Maximum Web Forces Per Ply(Ibs) TC-From 56 plf at 14.24 to 56 plf at 16.88 Stacked top chord must NOT be notched or cut in Webs Tens.Comp. Webs Tens. Comp. BC-From 5 plf at -1.62 to 5 plf at 0.00 area(NNL).Dropped top chord braced at 24"o.c. yy-X 12 11 X-S 40 51 BC-From 5 plf at 0.00 to 5 plf at 15.25 intervals.Attach stacked top chord(SC)to dropped BC-From 5 plf at 15.25 to 5 plf at 16.88 top chord in notchable area using 3x4 tie-plates 24" G-I 596 -581 X-Y 12 11 PLB- -44 lb Conc.Load at(1.01,20.62),(14.24,20.62) o.c.Center plate on stacked/dropped chord PLB- -19 lb Conc.Load at(3.06,20.62),(5.06,20.62) interface,plate length perpendicular to chord length. Maximum Gable Forces Per Ply(Ibs) (7.06,20.62),(8.19,20.62),(10.19,20.62),(12.19,20.62) Splice top chord in notchable area using 3x6. Gables Tens.Comp. Gables Tens. Comp. Plating Notes The overall height of this truss excluding overhang is 4-5-14. D-V 3 35 R-Y 177 185 All plates are 3X4 except as noted. E-U 9 -25 Y-J 152 -165 Plate positions consider a 0.50 inch truss perimeter F-W 150 -163 0-K 12 27 edge distance. W-T 176 -183 P-L 0 30 Loading Gable end supports 8"max rake overhang.Top chord must not be cut or notched. NOTES: N- 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. (TH 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Flonda Corporation Florida Engineer /g- Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224••904.821.5200 TrueHouse PE No.608391owski JPE No.58544son O58544son PE No. Murray7457JPE oli80499owland Michael G APEX 66072 Ply:1 SEON:17435/T26/GABL 2537AT City: 1 FROM: DRW: GE05 Wgt:147.0 lbs ... / ... 09/23/16 1'104 2.1 - 1 9'6'614 I �o'sai ,9'0'•12 (20554 7'8"2 11"2 8'7'5 1'52 )^3'9.8- 4'1Y--( (TMp) J _ H I K L oho. 12 G M 7 12 F 7 EOio Dn1�1_u p_ i1X4(C5) R' I I IIIII 3X11C5 . �. T_y tee■ _ _,13,91"2A AD AC AB AA Z Y X W V U T $ .5X5 1-17.8 1 2011" A 17-8-{ 20'11- (NNL) (NNL) I--3'7'8--( 1--3'7-8-I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LN Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.237 AC 999 243 B 517 /493 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.416 U 586 243 R 517 /493 I- I- I- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.113 P - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):-0.202 0 - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 R Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.647 Bearings B&R Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.975 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.392 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 50 -13 J-K 332 -281 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 616 -754 K-L 392 -459 Lumber Purlins C-D 521 -612 L-M 491 -567 D-E 515 -602 M-N 492 -572 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins E-F 502 -586 N-0 502 -586 Top chord 2x4 SP#2 to laterally brace chords as follows: F-G 492 -572 O-P 515 -602 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) G-H 491 -567 P-Ci 521 -612 Webs 2x4 SP#3 TC 24 -1.63 22.54 H-I 391 -459 O-R 616 -754 :Stack Chord SC1 2x4 SP#3: BC 91 0.29 20.62 :Stack Chord SC2 2x4 SP#3: Apply purlins to any chords above or below fillers I-J 332 -282 R-S 50 -13 at 24"OC unless shown otherwise above. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Special Loads Wind loads and reactions based on MWFRS. B-AD 522 -452 Y-X 527 -454 ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Additional Notes AD-AC 519 -447 X-W 519 -447 TC-From 56 plf at -1.63 to 56 plf at 1.05 See DWGS A74015ENC101014&GBLLETIN1014 for AC-AB 519 -447 W-V 519 -447 TC-From 28 plf at 1.05 to 28 plf at 10.46 AB-AA 519 -447 V-U 519 447 TC-From 28 plf at 10.46 to 28 plf at 19.86 gable wind bracing requirements. TC-From 56 plf at 19.86 to 56 plf at 22.54 Stacked top chord must NOT be notched or cut in AA-Z 519 -447 U-T 519 447 BC-From 5 plf at -1.63 to 5 plf at 0.00 area(NNL).Dropped top chord braced at 24"o.c. Z-Y 527 -454 T-R 522 -452 BC-From 5 plf at 0.00 to 5 plf at 20.92 intervals.Attach stacked top chord(SC)to dropped BC-From 5 plf at 20.92 to 5 plf at 22.54 top chord in notchable area using 3x4 tie-plates 24" Maximum Web Forces Per Ply(lbs) PLB- -44 lb Conc.Load at(1.05,9.13),(19.86,9.13) o.c.Center plate on stacked/dropped chord Webs Tens.Comp. Webs Tens. Comp. PLB- -19 lb Conc.Load at(3.15,9.13),(5.15,9.13) interface,plate length perpendicular to chord length. (7.15,9.13).(9.15,9.13),(10.39,9.13),(11.77,9.13) Splice top chord in notchable area using 3x6. AE-AF 8 -10 AF-AG 8 -10 (13.77,9.13),(15.77,9.13),(17.77,9.13) The overall height of this truss excluding overhang is I-K 772 -902 6-1-12. Plating Notes Maximum Gable Forces Per Ply(lbs) All plates are 3X4 except as noted. Gables Tens.Comp. Gables Tens. Comp. Plate positions consider a 0.50 inch truss perimeter edge distance. D-AD 1 -37 X-AG 260 -238 E-AC 9 -20 AG-L 190 -186 Loading F-AB 6 -23 W-M 9 -27 Gable end supports 8"max rake overhang.Top G-AA 9 26 V-N 6 23 chord must not be cut or notched. H-AE 190 -187 U-0 9 -20 AE-Z 260 -240 T-P 1 -37 AF-Y 104 -139 NOTES: H) 1.This drawing is not sufficient alone tor installation. Additional instructions accompanying this truss drawing,include BCSI 1.03. should be used in conjunction with the architectural plans during installation. (Tr H 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 o.60839Michael G lowsw effrey P PE No. 8544 Dereko Murray715Jacqueline 8049E 9owand APEX 66072 Ply:1 SEQN:17660/T60/FLAT 2537AT Qty: 1 FROM: DRW: GEB01 Wgt:112.0 lbs ... / ... 09/23/16 3'9"1 7'1"11 10'5" 1375 17715 20'10" 3'9"1 I 3'4"9 I 3'3"5 I 3'3"5 I 3'4"9 I 3'9"1 =6X6(1) =4X8 =4X5 1113X4 =H0514(1) =4X8 =6X6(1) A B C D E F G to r c W2 �/ W1 1 I i__________________-- � 9,1,.2 M L K J I LiH =3X4 =4X10 =H0514 =4X10 =4X8 =4X10 =3X4 371 3'6"9 3'6"13 37"5 3'6"1 371 •I— 3'3"9 I 6'10"3 I 10'5" I 14'0"5 I 17'6"7 20'6"8 'I A 1 2110 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 59.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 0.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.582 D 429 250 N 1636 /1636 /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.582 D 429 250 H 1636 /1636 /- /- /- /3.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):-0.095 A - - N Min Brg Width Req= 3.5 Des Ld: 59.00 EXP:NA HORZ(TL):-0.095 A - - H Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearings N&H are a rigid surface. Soffit: 2.00 TCDL:NA psf Bldg Code: Custom Max TC CSI: 0.768 Load Duration:1.25 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.959 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.857 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 3229-3201 D-E 6906 -6887 I:NA GCpi:NA Plate Type(s): B-C 5481 -5447 E-F 5485 -5444 Wind Duration:NA WAVE,HS VIEW Ver:16.01.01.0531.12 C-D 6906-6887 F-G 3229 -3202 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) Full Height Blocking reinforcement required to Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-31 prevent buckling of members over the bearings: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-30 bearing 1 located at 0.00' bearing 2 located at 20.54' N-M 26 -24 K-J 5629 -5604 Webs 2x4 SP#3:W2,W12 2x4 SP#2: Negative reaction(s)of-1636#MAX.from a non-wind M-L 3440-3394 J-I 3441 -3394 Lumber value set"13B"uses design values load case requires uplift connection.See Maximum L-K 5632-5599 I-H 26 -24 approved 1/30/2013 by ALSC Reactions. Truss must be installed as shown with top chord up. Maximum Web Forces Per Plylbs Special Loads The overall height of this truss excludingoverhangis (lbs) 9 Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) 1-10-8. TC-From 118 plf at 0.00 to 118 plf at 20.25 A-N 1487-1619 K-E 1398 -1446 TC- 882 lb Conc.Load at 10.13 A-M 3434-3473 E-J 655 -1017 M-B 929-1370 J-F 2245 -2343 Plating Notes B-L 2249-2338 F-I 930 -1369 (I)-plates so marked were sized using 0% L-C 655-1018 I-G 3435 -3472 r Fabrication Tolerance, 0 degrees Rotational C-K 1394-1450 G-H 1487 -1619 Tolerance,and/or zero Positioning Tolerance. D-K 0-1240 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 20.83 BC 31 0.00 20.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (1' I .I) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Florida Corporation Florida Engineer J� Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904.821.5200 PEX TrueHouse PE No.608391owski JeffreyPE No 58544 PE No.Murray71457JacquelinePE 99owland 66072 Ply:1 SEQN:175951 T34/MONO 2537AT Qty: 2 FROM: DRW: HJO1Z Wgt:8.4 lbs ... I ... 09/23/16 12 C 4.95; 3X4(A1) B •••iiiiiii. -T-- 1. I 0 e :::::2-S- 201711 ►= D A 1'3"8 F 2'3"9 ii 1'3"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl Ll# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.015 C 934 240 B 339 /106 /196 /- /39 /4.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.027 C 517 180 D -118 /118 /66 I- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):-0.013 C - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:20.75 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.589 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.505 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 52 0 B-C 0 -17 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 B-D 0 0 Bot chord 2x4 SP#3 Lumber value set"13B"uses design values 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 -2.59 1.00 BC 14 -0.15 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-10-15. 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. (iir'FI) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Flonda Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904 821.5200 TrueHouse PE No.608391owski Jeffrey PE No 58544" DerekN71457y JPE Noacquelin8049e E APEX 66072 Ply:1 SEQN:17432/T48/MONO 2537AT Qty: 2 FROM: DRW: HJ05 Wgt:8.4 lbs ... / ... 09/23/16 12 C 4.95 3X4(A1) B rui -44"9 / I o 911 rr2 ►T� p r- A H 2'3"9 1'3"8 113"8 ei 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):-0.015 C 933 240 B 339 /80 /196 /- /31 /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.027 C 516 180 D -118 /118 /54 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):-0.013 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.589 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.506 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 52 0 B-C 0 -17 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:138(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 B-D 0 0 Bot chord 2x4 SP#3 Lumber value set"13B"uses design values 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 puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.30 1.29 BC 14 0.15 1.29 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-10-15. NOTES: f- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (1Iri I 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer ifti\ Business No.7547.4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224•904.821.5200 TrueHouse PE No.608391owsk Jeffrey 585445 E No.71457y Jacqueline 80499 anNod Michael G ek 8 APEX 66072 Ply:1 SEQN:17539/T38/HIP_ 2537AT Qty: 1 FROM: DRW: HJO7 Wgt:39.2 lbs ... / ... 09/23/16 6'4"3 9'10"1 I6.4„3 3'5"13 -I D T 13'0"8 12 C 3.54 p k•3X4 1 v f4 10 ih O (h =3X4(A1)B S 1 1 0 1012 A -„,_-_. E F =3X4 9'7" 1 2'2'13 1 9'7" l"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.028 F 999 240 B 270 /125 /- /- /- 17.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.079 F 999 180 E 318 149 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 F - - D 18 /2 /- I- 1- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):0.028 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.359 E Min Brg Width Req= BCDL:3.0psf TPI Std: 2007 Max BC CSI: 0.825 D 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:0.296 C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Lumber Wind A-B 19 -5 C-D 18 -58 B-C 140 -408 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP#2 Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 The overall height of this truss excluding overhang is Lumber value set"13B"uses design values 3-2-14. B-F 401 -116 F-E 0 0 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. -----(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) TC-From 0 plf at -2.30 to 55 plf at 0.00 C-F 133 -448 TC-From 2 plf at 0.00 to 2 plf at 9.84 BC-From 0 plf at -2.30 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- -36 lb Conc.Load at 1.52 TC- 102 lb Conc.Load at 4.35 TC- 218 Ib Conc.Load at 7.18 BC- 1 lb Conc.Load at 1.52 BC- 71 lb Conc.Load at 4.35 BC- 132 lb Conc.Load at 7.18 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) Stan(ft) End(ft) TC 24 -2.24 9.84 BC 116 0.15 9.84 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 buss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (PirH 2.Apex Technology is a fictitious name owned by Jaz 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 60839 lowskirey P No 58544 PEP8 No Murray1457JPE No.i8e04999owland 66072 Ply:1 SEQN:17544/T7/HIP_ 2537AT Oty: 1 FROM: DRW: HJ07T Wgt:40.6 lbs ... / ... 09/23/16 7,2„9 9'10"1 7'2"9 2,7„8 '� E 1 .354 3X4 D T`rM 13'0"8 v N i 3X4 C'' N N in O +a MIN , M O 11'0"2 13X4(A1)B HB 6.4"5 F G s, 1 =3X4 A 10'1"2 H 1113X4 27„13 3,5„12 6,1„6 115 1 3'5„12 9,7„21E"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 hoc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.261 H 445 240 B 269 /119 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.508 H 228 180 F 344 /60 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.091 G - - E -42 /42 /14 I- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):0.177 G - - 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: 0.443 F Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.243 E Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.109 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver.16.01.01.0531.12 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins A-B 19 -5 C-D 158 -643 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins B-C 37 72 D-E 22 81 Top chord 2x4 SP M-31 to laterally brace chords as follows: Bot chord 2x4 SP M-31 Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 TC 24 -2.24 9.84 Chords Tens.Comp. Chords Tens. Comp. BC 38 0.15 3.33 Lumber value set"13B"uses design values BC 77 3.44 9.84 B-H 15 -6 G-F 0 0 approved 1/30/2013 by ALSC Apply purlins to any chords above or below fillers C-G 638 -158 Special Loads at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs) (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. TC-From 0 plf at -2.24 to 55 plf at 0.00 P Comp. TC-From 2 plf at 0.00 to 2 plf at 9.84 H-C 86 -30 D-G 175 -700 BC-From 0 plf at -2.24 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 3.48 BC-From 2 plf at 3.48 to 2 plf at 9.84 PLT- -36 lb Conc.Load at(1.52,10.84) PLT- 111 lb Conc.Load at(4.35,11.67) PLT- 239 lb Conc.Load at(7.18,12.51) PLB- 1 lb Conc.Load at(1.52,10.13) PLB- 22 lb Conc.Load at(4.35,11.05) PLB- 86 lb Conc.Load at(7.18,11.05) Plating Notes Plate positions consider a 0.50 inch truss perimeter edge distance. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 3-2-14. 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{) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Florida Corporation. Flonda Engineer Business No.7547-4745 Sutton Park Cour(Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE No�60839Kozlowski PE Noo P58544 PE No.71457y JPE acqueline 99owland JeffreyAmeson ek BAPEX No. 66072 ' Ply:1 SEAN:17510/T17 I JACK 2537AT Qty:4 FROM: DRW: J01 Wgt:5.6 lbs ... / ... 09/23/16 12 5 C 3X4(A1) B 1 T Ak 10'6"15 VII as " i A\ 10'1"2 A D 1 1' 1'7"8i 1' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DetUCSI 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 243 /54 /141 /- /23 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 1 /24 /12 /- /- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -58 /58 /25 /- /- /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: 0.464 D Min Brg Width Req= BCDL:3.0psf TPI Std: 2007 Max BC CSI: 0.060 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)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 A-B 37 0 B-C 47 -32 Lumber Value Set:138(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"138"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 -1.63 1.00 BC 10 0.15 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-9-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. T(111:r1.1) 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 TrueHouse PE No 60839Michael G Jeffrey PE No 58544 DerekNo Murray1457Jacqueline N lin80499ow and APEX 66072 Ply:1 SEON:17471/T36/MONO 2537AT Qty: 11 FROM: DRW: JO1A Wgt:7.0 lbs ... / ... 09/23/16 12 C 7 ==-3X4(A1) T B rn T 0 Mill1ti CO 9'1"20 ii D A _i_ 1'71'8 t Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,PI 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):-0.008 C 999 240 B 249 /43 /157 /- /32 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.015 C 684 180 D -83 /83 /36 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):-0.010 C - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.328 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.160 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 50 0 B-C 0 •18 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:138(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#3 B-D 0 0 Bot chord 2x4 SP#3 Lumber value set .13B"uses design values 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(fl) End(ft) TC 24 -1.63 1.00 BC 10 0.15 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-11-9. 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. Orli) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE o t6083910w5ki PE No.58544son o58544son PE No. Murray14Jacqueline Rowland 66072 Ply:1 SEQN:17598/T52/MONO 2537AT Qty: 8 FROM: DRW: J01 Z Wgt:7.0 lbs ... / ... 09/23/16 12 C 7 =----3X4B(A1) I 4 M-" + fO 20'7" _t_ r i= D A 1' 1'7"8 eia 1' Loading Criteria(est) 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):-0.008 C 999 240 B 249 /62 /165 /- /40 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.015 C 684 180 D -83 /83 /42 I- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):-0.010 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:20.78 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.328 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.160 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 50 0 B-C 0 -18 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 61112013) Chords Tens.Comp. Top chord 2x4 SP#3 B-D 0 0 Bot chord 2x4 SP#3 Lumber value set"13B"uses design values 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 puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.63 1.00 BC 10 0.15 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-11-9. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 611'i- 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Flonda Engineer fit/\ Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224.904.821.5200 APEX TrueHouse PE Noel 608391n PE No 58544 PE No.7M1457 Jacqueline 80499owland 66072 Ply:1 SEON:17525/T31/JACK 2537AT Oty: 2 FROM: DRW: J03 Wgt:12.6 lbs ... / ... 09/23/16 C 12 5 A 11'4"15 T P iiio ti LO 3X4 (A1) B (V �� N 10'1"2 A =� D H 1'7"8 --/- 3' 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 232 /29 /125 /- /43 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 36 /- /13 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 51 /19 /19 /- /- /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 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: 0.313 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.085 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: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 37 0 B-C 20 -33 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 -1.63 3.00 BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-7-5. 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. (111{) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Flonda Corporation. Florida Engineer J� 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 66072 Ply:1 SEQN:17513/T19/JACK 2537AT Qty: 2 FROM: DRW: JO3T Wgt:15.4 lbs ... / ... 09/23/16 D T5 3X4 C I -1- In dm 11'4"15 L. MOW V'i� °O I, 1102 3X4(A1) B �6 6"8 ,n \I r. G,daidlill . 7,.--V , + N 10'1"2 A =i F 1113X4 2'5"8 6"8 1'7"8 1 2'5"8 -I- 3' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udeft U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 F 999 240 B 232 /29 /125 /- /43 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.005 F 999 180 E 11 I- /4 /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 E - - D 55 /14 /27 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):0.003 E - - 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 TCDL:4.2psf Bldg Code: FBC 2014 RES Max TC CSI: 0.313 E Min Brg Width Req= Soffit: 2.00 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.059 Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.014 C&C Dist a:3.00 ft FT/RT:30(0)!10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 A-B 37 0 C-D 21 -26 Lumber B-C 6 -33 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. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-F 3 -1 C-E 2 -2 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Plate positions consider a 0.50 inch truss perimeter F-C 31 3 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 -1.63 3.00 BC 26 0.15 2.31 BC 7 2.40 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-7-5. NOTES: 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. 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 APEX TrueHouse PE NNoe 60839G Kozlowski PE No.58544 PC No.71457y JPE Noin8e0499owland 66072 Ply:1 SEQN:17522/T37/JACK 2537AT Qty:2 FROM: DRW: J05 Wgt:18.2 lbs ... / ... 09/23/16 C T 12 it co 12'2"15 5 Lo in a N 1- 3X4(A1) B o k A � 11 10'1"2 '� D 1 5' I-- 1'7"8 i 5' 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 284 /31 /147 /- /63 /5.5 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 66 /- /25 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D - - C 109 /37 /46 I- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):0.007 0 - - 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: 0.433 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.303 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: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 37 0 B-C 42 -59 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 ALSO 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 -1.63 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-5-5. 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 arrhitedural plans during installation. (TH 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 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 66072 Ply:1 SEQN:17504/T20/JACK 2537AT Qty: 2 FROM: DRW: JO5T Wgt:21.0 lbs ... I ... 09/23/16 D IriI12215 ' " 12 M to 5 - to 5----3X4 C N L N 1. �� I I_ /I� 11'0"2 3X4(A1)B M HB 2'6"8 E in14(�I/J 1 10'1"2 A F 1113X4 2'5"8 2'6"8 J 1'7„8 1 2'5"8 5' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) De8ICSI 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): 0.049 F 999 240 B 284 /31 /147 /- /63 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.092 F 633 180 E 43 I- /16 I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 E - - D 119 /35 /53 /- I- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):0.046 E - - 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 TCDL:4.2psf Bldg Code: FBC 2014 RES Max TC CSI: 0.329 E Min Brg Width Req= Load ion0 0 Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.067 Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.024 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:16.01.01.0531.12 A-B 37 0 C-D 46 -52 Lumber B-C 0 -61 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-F 5 -1 C-E 2 -2 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Plate positions consider a 0.50 inch truss perimeter F-C 42 7 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(fl) TC 24 -1.63 5.00 BC 26 0.15 2.31 BC 31 2.40 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-5-5. NOTES: IC 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCS/1-03, should be used in conjunction with the architectural plans during installation. 0-11) 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE ol 08391owski Jeffrey NO 58544�n PEPE No.71457y JPE No.80499dwland 66072 Ply:1 SEQN:17519/T33/EJAC 2537AT Qty: 9 FROM: DRW: J07 Wgt:23.8 lbs ... / ... 09/23/16 C ;! T 0 13'0"15 512 rn in Lo ih r 0 ih 3X4(A1)B 1 A ►� ct) 1012 D i-- 1'7"8 1 7' -j 7' 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 343 /35 /175 /- /83 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 95 /- /37 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 D - - C 161 /53 /69 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):0.024 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.602 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.373 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 37 0 B-C 62 -76 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC 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 -1.63 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-3-5. 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. (1111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200 Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Jacqueline E Rowland APEX PE No.60839 PE No.58544 PE No.71457 PE No.80499 66072 Ply:1 SEQN:17516/T29/EJAC 2537AT Qty: 3 FROM: DRW: JO7T Wgt:26.6 lbs ... / ... 09/23/16 D Tl I 0 13'015 12 el P 57 v lto O N N1. U) M 3X4 C o �( i inl 0 011'0"2 s-i3X4(A1)B 'i,mmoHB 4'6"8 E �� i I 1 1012 A _ F 1113X4 2'5"8 4'6"8 I-1'7"8 1 2'5"8 l 7 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.180 F 457 240 B 343 135 /175 /- /83 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.342 F 240 180 E 75 /- /28 1- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.087 E - - D 174 /53 /77 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.166 E - - 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 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.756 E Min Brg Width Req= Soffit: 2.00 P D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.226 Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.030 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:16.01.01.0531.12 A-B 37 0 C-D 67 -70 Lumber B-C 0 -92 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-F 7 -2 C-E 2 -2 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Plate positions consider a 0.50 inch truss perimeter F-C 54 10 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 -1.63 7.00 BC 26 0.15 2.31 BC 55 2.40 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-3-5. NOTES: 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. 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 1608391owskiPJeffrey No 58544son DPE erek rNo BM 1457y JPENoin8e0499owland 66072 Ply:1 SEQN:17601/15/COMN 2537AT Qty: 7 FROM: DRW: T01 Wgt:159.6 lbs / ... 09/23/16 71'6 157-8 1 24'1.10 } 319' )- 7.1,6 8'6.2 8,6.2 71'6 I °i5X5(R1) - 12 7 m /SXSC E\5X5 'v T4 F\3X1 te4X4(81)B - 3X4(C8) A/I J I (3 H r.3X8(C6) _20'1 113X4 •5X7 13X4 1 1 303' 1 1'I 11781 70'S I 87'3 ers 7'0'5 7'0'5 157'8 I 24.2.11 1 313' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh 1 RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.119 E 999 359 B 1103 /301 /523 /- /207 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.236 E 999 359 G 1066 /281 /496 /- I- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.103 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.203 F - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:25.05 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: 0.919 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.943 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.265 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.12 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 50 0 D-E 418 -1096 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 500-1606 E-F 459 -1418 Lumber Additional Notes C-D 420-1101 F-G 149 -766 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2:T4 2x4 SP M-30: 9-5-15. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2:B2 2x4 SP M-30: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-J 1309 -346 I-H 1144 300 :Rt Slider 2x6 SP#2:BLOCK LENGTH= 1.571' J-I 1308 -347 H-G 1144 299 Lumber value set"13B"uses design values approved 1/30/2013 by ALSO Maximum Web Forces Per Ply(lbs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on J-C 229 0 I-E 215 -385 member. C-I 267 -544 E-H 158 -23 Plating Notes D-I 539 -164 F-G 336 -816 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 -1.63 31.25 BC 120 0.15 31.25 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right cantilever is exposed to windle NOTES: N- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (11'}{) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer � + Business No.7547.4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904.821.5200 1 i u eHo use Michael G Kozlowski Jeffrey P Ameson Derek S Murray Jacqueline E Rowland APEX PE No.60839 PE No.58544 PE No.71457 PE No.80499 66072 Ply:1 SEAN:17604/T8 I COMN 2537AT Qty: 10 FROM: DRW: T02 Wgt:156.8 lbs ... / ... 09/23/16 71"6 157'8I 24'1`10 I 313" 71 6 I 8'6"2 8.6,.2 7'1"6 D.r5X5(R1) - 12 to 7 in s5X5C' `*45X5 m Fv4X4(131) =-4X4(81)B - 207 - A/' J 1 H 1113X4 ai5X7 113X4 1'7'887-3 0 775 I 57"8 I 24'711 � 313" 11T 1 0H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in P59 Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.087 I 999 371 B 1134 /309 /535 /- /222 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.170 I 999 371 F 1129 /309 /534 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.042 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.082 H - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:25.05 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.724 Bearings B&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.872 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes C&C Dist a:3.12 ft Max Web CSI:0.297 Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) Spacing: Chords Tens.Comp. Chords Tens. Comp. FT/RT:30(0)/10(0)GCpi:0.18 Plate Type(s): A-B 50 0 D-E 435 -1158 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 517-1667 E-F 517 -1668 C-D 435-1158 F-G 48 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) 0 Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-J 1362 -320 I-H 1363 -327 Lumber value set"13B"uses design values J-I 1361 -321 H-F 1364 -326 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on J-C 231 0 I-E 269 549 member. C-I 270 -548 E-H 231 0 Plating Notes D-I 592 -184 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 -1.63 32.80 BC 120 0.15 31.10 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 9-5-15. NOTES: 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. 6k) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904 821.5200 APEX Tru House Michael G Kozlowski PE No.60839 Jeffrey P ArnesonDerek B Murray Jacqueline E Rowland PE No.58544 PE No.71457 PE No.80499 66072 Ply:1 SEAN:17450/T2/COMN 2537AT Qty: 1 FROM: DRW: T03 Wgt:63.0 lbs ... / ... 09/23/16 77"8I 153" 77"8 77.,8 Cr5X5(R1) I /, v 12 ‘n 7 o, -v 6,) to =3X4(A1)B p_=3X4(A1) .1 " ► 20'7" A F E 1113X4 H 17"8 1 T7"8 I 7,7..8 7'7"8 15'3" 1.7..8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lot Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 F 999 240 B 604 /150 /298 /- /124 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.022 F 999 180 D 604 /150 /298 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.019 F - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.71 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.584 Bearings B&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.449 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.097 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 50 0 C-D 168 -634 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 168 -634 D-E 50 0 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-F 465 32 F-D 465 32 Lumber value set"136"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSO Webs Tens.Comp. Plating Notes C-F 255 0 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 -1.63 16.87 BC 120 0.15 15.10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-9-15. NOTES: 't 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. (11'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904.821.5200 TrueHo use PE No 160839 kr PE No. 8544 PEreNo. Murray1457Jacqueline E9RRowland Jeffrey P APEX 66072 Ply:1 SEQN:17451/T4/COMN 2537AT Qty: 1 FROM: DRW: TO3A Wgt:58.8 lbs ... / ... 09/23/16 7'7"8I 1 5'3" I 7'7"8 7'7"8 Cif 5X5(R 1) -r 12 7 `a, in v rn 3X4(A1)B Dos3X4(A1) A E 1113X4 7'7"8 7'7"8 H 1'7"8-17'7,8 I 15,3" Loading Criteria(psf) Wind Criteria Snow Criteria(P9.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): 0.011 E 999 240 B 610 /152 /297 /- /110 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.031 E 999 180 D 499 /119 /227 /- I- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):-0.020 E - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:22.71 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.641 Bearings B&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.460 Top Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.098 MaximumTens.Comp.ToChord Chords Tens.y(iComp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords GCpi:0.18 Plate Type(s): A-B 50 0 C-D 184 -648 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 178 -651 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 611/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Got chord 2x4 SP#2 B-E 480 -69 E-D 480 -69 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Plating Notes C-E 258 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(fl) TC 24 -1.63 15.25 BC 120 0.15 15.10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-9-15. NOTES: It- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 611) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE No.608391owski PB No.58544 PE No. 145y JPE No.in80499Rowland 66072 Ply:1 SEQN:17592/T32/HIPS 2537AT Qty: 1 FROM: DRW: 108 Wgt:183.4 lbs ... / ... 09/23/16 I7' I 12'2"14 17'2"4 22'1"12 25'5"8 28'11" 3511" 7' 5'2"14 4'11"8 ( 4'11"8 I 3'3"12 3'5"8 7' 12 06X8 v4X5 .6X8 .14X8 IN 5X5 5 p C 0 E F G H T =: rr. 1 2: -4x5(81)8 `_ b 3d A/s �. m6X12 0m LI\ 233X4(A1) S R 05X5 K 10'1"2 CI N m 1 .5X7 a5)(7 II4X5 I. 222" 1 13.9" 1 1'7"8I 7'1"12 I 4'9"10 5'1"2 5'3" 6'4" 4'10" 2'5"8 7'1'12 11'11"6 1T0"8 273"8 28'r8 33'5"8 35'11" ,7, x, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefiCSI 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): 0.181 L 905 263 B 1323 /262 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.373 L 438 263 P 3669 /812 I- /- I- /4.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.102 L - - J 387 /80 /- /- /- /5.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.198 L - - 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= 1.6 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.665 P Min Brg Width Req= 4.0 Load Duration:1.25 BCDL:3.0 psi TPI Std: 2007 Max BC CSI: 0.971 J Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.972 Bearings B,P,&J Fcperp=565psi. C&C Dist a:3.59 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Chords Tens.Comp. Chords Tens. Comp. A-B 37 10 F-G 3440 769 Lumber Special Loads Value Set:13B(Effective 6/1/2013) ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-C 522-2570 G-H 43 -194 Top chord 2x4 SP M-31 TC From 55 plf at 1.63 to 55 plf at 7.00 C D 432- H-I 70 -285 Bot chord 2x4 SP#2:63,B4 2x4 SP M-31: TC-From 28 plf at 7.00 to 28 plf at 17.15 D-E 110-1013 I-J 24 114 Webs 2x4 SP#3 TC-From 28 plt at 17.15 to 28 plf at 28.92 E-F 3401 -758 J-K 37 10 Lumber set"138"uses design values TC-From 55 plf at 28.92 to 55 plf at 37.54 Lumber value set "1 By ALSC BC-From 4 plf at -1.63 to 4 plf at 0.00 Maximum Bot Chord Forces Per Ply(lbs) BC-From 10 p8 at 0.00 to 10 plf at 7.01 Chords Tens.Comp. Chords Tens. Comp. Bracin BC-From 5 plf at 7.01 to 5 plf at 12.00 9 BC-From 5 plf at 12.00 to 5 plf at 24.29 B-S 2305 -463 P-N 0 0 (a)Continuous lateral restraint equally spaced on BC-From 5 plf at 24.29 to 5 plf at 28.91 S-R 2325 -465 O-M 237 -1357 member. BC-From 10 plf at 28.91 to 10 plf at 33.46 R-0 2314 -430 M-I 250 -60 BC-From 10 plf at 33.46 to 10 plf at 35.92 Q-P 18 -100 L-J 6 0 Plating Notes BC-From 4 plf at 35.92 to 4 plf at 37.54 All plates are 3X4 except as noted. PLT- 180 lb Conc.Load at(7.01,13.33) PLT- 161 lb Conc.Load at(9.06,13.33).(11.06,13.33) Maximum Web Forces Per Ply(lbs) Plate positions considera 0.50 inch truss perimeter (13.06,13.33),(15.06,13.33),(17.06,13.33),(18.85.13.33) Webs Tens.Comp. Webs Tens. Comp. edge distance. (20.85,13.33),(22.85,13.33),(24.85,13.33),(26.85,13.33) PLT- 153 lb Conc.Load at(28.91,13.33) C-S 418 -54 F-O 168 -548 Purlins PLB- 318 lb Conc.Load at(7.01,10.13) C-R 39 -125 O-P 819 -3458 In lieu of structural panels or rigid ceiling use purlins PLB- 90 lb Conc.Load at(9.06,10.13),(11.06,10.13) R-D 313 -28 O-G 616 -2428 to laterally brace chords as follows: (13.06,10.13),(15.06,10.13),(17.06,10.13),(18.85,10.13) D-Q 377-1667 G-M 1765 -334 Chord Spacing(in oc) Start(ft) End(ft) (20.85,10.13),(22.85,10.13) Q-E 1017 -165 M-H 121 -438 TC 24 -1.63 37.54 PLB- 75 lb Conc.Load at(24.85,11.05),(26.85,11.05) Q-0 1062 -122 I-L 46 -1 BC 75 0.15 33.51 PLB- 344 lb Conc.Load at(28.91,11.05) E-O 922-4248 BC 26 33.60 35.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 3-3-5. NOTES: It 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in Conjunction with the architectural plans during installation. ( iI) 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 Amason Derek B Murray Jacqueline E Rowland APEX PE No.60839 PE No.58544 PE No.71457 PE No.80499 66072 Ply:1 SEAN:17501/T16/HIPS 2537AT Qty: 1 FROM: DRW: T09 Wgt:169.4 lbs ... / ... 09/23/16 9' 159'8 221"12 I 2611" I 3611" I I9• I 65"8 I 6'4"4 4'9'4 9' 5X5 wH0510 sC i. 0 E F 12T 5 p VizigilIMI (a) I T4 N G D 1 =3X4(A1)B c 4X5 x J 1� H�3X4(A1) I 10'1 2 1 A 0 L 1 P m55X5 w4X5 i 221'12 i 1374 i 1.7.8 I 9'1"12 6'4"4 6'9"8 4'5"12 6'8"4 25"8 F 9'1"12 I 156" ' 223.8 I 26'9'4 I 33'5"8 3511"-1 I'1-,7-'11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefliCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw I Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.297 J 556 262 B 775 /108 /355 I- /83 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.650 J 254 262 N 1429 /190 /555 /- I- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.085 J - - H 401 /65 /216 /- /- 15.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.177 J - - Wind reactions based on MWFRS SMean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 10.00 9 N Min Brg Width Req= 1.5 2.00 TCDL:4.2 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.856 H Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.596 Bearings B,N,&H Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.762 C&C Dist a:3.59 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:16.01.01.0531.12 A-B 37 0 E-F 750 -128 Lumber Additional Notes B-C 362-1119 F-G 135 -131 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is C-D 291 -691 G-H 100 -120 Top chord 2x4 SP#2:T4 2x4 SP M-31: 4-1-5. D-E 580 -65 H-I 37 0 Bot chord 2x4 SP#2 Webs 2x4 SP#3:W5 2x4 SP M-30: Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-P 954 -220 M-K 91 -33 Bracing P-O 958 -219 K-G 88 -37 (a)Continuous lateral restraint equally spaced on 0-N 675 -120 J-H 8 0 N member. -L 0 0 Plating Notes Maximum Web Forces Per Ply(lbs) All plates are 3X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. Plate positions consider a 0.50 inch truss perimeter C"P 256 0 E-M 147 -300 edge distance. C-O 113 -430 M-F 277 -935 O-D 336 -19 K-F 194 0 Purlins D-N 342-1183 G-J 59 -2 In lieu of structural panels or rigid ceiling use purlins N-M 275 -783 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.63 37.54 BC 75 0.15 33.51 BC 26 33.60 35.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. 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 True louse PE Noe 60839Kozlowski rNo 58544 PEPE ek B No Murray1457P .89owlantlSENo049 66072 Ply:1 SEAN:17498/T25/HIPS 2537AT Qty: 1 FROM: DRW: T10 Wgt:180.6 lbs ... / ... 09/23/16 5'4"5 11' ( 16'r12 ) 22'1"12 24'11' 28'5'6 3511" 5'4"5 57"11 57'12 5'6" ) 2'9"4 I 3'6"6 -( 7'5'10 €5X5 e4X5F 35GX5 D E O T 12 R 7 .0 _ 5 � T ` H /4XSC 'a T3 1 ,"� T N3X4(A1)B C r 1 33 A . in o 4X5 M L� Ja3X4(A1) R P�JN�4X5 K I ,10'1"2 =H0510 .4X5 1 22'1'12 1 135"4 1 17"8 52"96'0'15 11' 211" 8'3" 2'5"8 5'2"9 ) 11' 3'8 22'3"8 I 25'2"8 I 33'5'8 3511") �rai 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 Udef) U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.209 L 791 262 B 774 /110 /360 /- /97 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.470 L 351 262 P 1430 /182 /557 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.063 M - - J 402 /69 /223 /- /- /5.5 Des Ld: 32.00 EXP:B HORZ(TL):-0.146 M - - 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: 0.416 P Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.853 J Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.948 Bearings B,P,&J Fcperp=565psi. C&C Dist a:3.59 ft FT/RT:30(0)/10(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE,HS VIEW Ver.16.01.01.0531.12 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 37 0 F-G 581 -28 Value Set:13B(Effective 6/1/2013) B-C 410-1281 G-H 243 11 Top chord 2x4 SP#2:T2 2x4 SP M-30: C-D 319 -879 H-I 170 262 :T3 2x4 SP M-31: D-E 333 -757 I-J 102 120 Bot chord 2x4 SP#2 E-F 474 0 J-K 37 0 Webs 2x4 SP#3:W6 2x4 SP M-30: 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-R 1137 -298 O-M 113 -260 All plates are 3X4 except as noted. R-Q 1136 -299 M-I 236 73 Q-P 454 -133 L-J 8 -1 Plate positions consider a 0.50 inch truss perimeter P-N 0 0 edge distance. Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: R-C 105 0 F-0 140 -315 Chord Spacing(in oc) Start(ft) End(ft) C-Q 171 -411 O-G 147 -596 TC 24 -1.63 37.54 D-Q 107 -58 G-M 340 -80 BC 75 0.15 33.51 Q-E 497 -80 M-H 217 -469 BC 26 33.60 35.77 Apply purlins to any chords above or below fillers E P 288 -943 I-L 59 2 at 24"OC unless shown otherwise above. P-0 252 -758 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-11-5. 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. 61) 2.Apex Technology is a fictibous 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 ueHouse PMichael No 60839 Jeffrey PENY� ArnesonDerek No.71457y Jacqueline E E99ow and APEX 66072 Ply:1 SEQN:17493/723/HIPS 2537AT Qty: 1 FROM: DRW: T11 Wgt:184.8 lbs ... / ... 09/23/16 7'7..5 13• 2711" 2721' 35'11" i" T7"5 I 54..11 -4 9.11- I 4'3"7 I 88"9 a 5X5 Oar5X7 O E F ! - T T 12 Sp /4X5C (a) N Lo _ �` N - . to l 1a3X4(A7) Aq(A7)B 114X5 L J 10'1"2 O ��M m4X5 Q P m =5X5 4X5 r 271"12 I 13'9"4 'i 1.7"8{ 7'5"9 56"7 9'3"8 45"3 6'413 2'5"8 7'5"9 I 13' I 223"8 I 270-11 I 33'5'8 I 35'11"Ir_ 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 1 W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.237 K 698 262 B 755 /102 1354 /- /111 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.556 K 297 262 0 1544 /198 /611 /- /- 13.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.082 L - - I 337 /57 /192 I- I- 15.5 Des 30.00 EXP:B HORZ(TL):-0.201 L - - Wind reactions based on MWFRS NCBCLL: B Min Brg Width Req= 1.5L:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 0 Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.812 I Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.577 Bearings B,0,&I Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.745 C&C Dist a:3.59 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 A-B 37 0 F-G 240 -32 Lumber Additional Notes B-C 351 -1148 G-H 308 -30 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is C-D 259 -651 H-I 92 -89 Top chord 2x4 SP#2:T2 2x4 SP M-30: 5-9-5. D-E 533 0 I-J 37 0 Bot chord 2x4 SP#2 E-F 625 -3 Webs 2x4 SP#3:W5 2x4 SP M-30: 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. Bracing B-Q 995 -226 N-L 221 -596 (a)Continuous lateral restraint equally spaced on 0-P 993 227 L H 64 207 P-0 533 -58 K-I 7 0 member. O-M 0 0 Plating Notes All plates are 3X4 except as noted. Maximum Web Forces Per Ply(lbs) Plate positions consider a 0.50 inch truss perimeter Webs Tens.Comp. Webs Tens. Comp. edge distance. 0-C 178 0 E-N 456 -1018 C-P 207 -538 N-F 374 -382 Purlins D-P 418 -60 F-L 666 -219 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: p-0 234-1002 L-G 193 O-N 347 1002 H-K 53471 1 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.63 37.54 BC 75 0.15 33.51 BC 26 33.60 35.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: �- I.This drawing is not sufficient 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.,Ponds Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APEX TrueHouse PE No.608391owsla Jeffrey No 58544 Derek PEFE No 71457y JacquelinePE No.80499owland 66072 I Ply:1 SEQN:17490/T24/HIPS T127AT Qty: 1 FROM: DRW: Wgt:180.6 lbs / ... 09/23/16 77115' 20'11" ( r7 1 I 28'3"12 3s•1 r 7415 5'11" 7412 I 774 I m5X5 55X5 D E t \l' .12 T 5p I •n au 5X5C ATV .F:46X6 1 .3X4(A1)B 35 A r It - Gm3X4(Al) M L K J . H _4,10'1.2 13X4 v5X5 m4X5 =5X5 113X4 1 221"12 1 1394 1 X7"8( 75'8 6'3"124'2"4 474 _ 6'3"12 _ 7'5.8 1.7"8 75"8 I- 13'9"4 I 1711"8 I 22112 I 28'5"8 I 3511" f 'i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Cl:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT LL: 0.044 M 999 263 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.094 M 999 263 B 1469743 /37 /354 /- /124 /5.5 BCDL: 5.00 Risk Category:II ( ) J /3 /576 /- /- /5.5 9 ry� Snow Duration:NA HORZ(LL): 0.013 I - - G 437 /50 /224 /- /- /5.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.028 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: 0.920 J Min Brg Width Req= 1.7 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.465 G Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.887 Bearings B,J,&G Fcperp=565psi. C&C Dist a:3.59 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 37 0 E-F 587 _B2 Value Set:13B(Effective 6/1/2013) B-C 305-1105 F-G 161 383 Top chord 2x4 SP#2 C-D 210 -535 G-H 37 0 Bat chord 2x4 SP#2 D-E 135 96 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 957 -185 K-J 194 -269 Plate positions consider a 0.50 inch truss perimeter M-L 955 -186 J-I 296 127 edge distance. L-K 355 46 I-G 296 125 Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) M-C 221 0 K-E 677 198 TC 24 1.63 37.54 C-L 212 -612 E-J 337 -1124 BC 75 0.15 35.77 L-D 350 -66 J-F 249 -681 Apply purlins to any chords above or below fillers D-K 223 _640 F-I 228 0 at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-7-5. 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. (j {) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation Florida Engineer Jg*/\ r�R�.+� Business No.7547-4745 Sutton Park Cowl,Suite 402,Jacksonville,FL 32224-904 821.5200 1 L u eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Jacqueline E Rowland APEX PE No.60839 PE No.58544 PE No.71457 PE 99 66072 Ply:1 I SEON:17484/T22 I SPEC I 37AT Qty: 1 FROM: DRW: T / ... T13 Wgt:183.4 lbs 09/23/16 18'11' 71 7'T'1 13.9"4 17 ~1 271"72 28'3"1535'11" 7,7,.1 -(- 673 A3'7'12 ( )' 3'2"12 I - 6'2"3 � 7.7..1 0.5;.X.7 w5X5 E F 13X4 D G 113X4 12 5 p t 14,45)(5Ib in in 015X5Ctt io e` I 1_3X4(A1) 10'1.2 :4X4(A1)B - J -4 ZS A/ N =M(8 x6X8I AK 113X4 3X4 1 27112 1 13V4 1 1.7.,6 75"6 6'31 2 6.4.,8 -I 6'312 I 75"8 117'13.i75.,6 13,9.,4 271"12 28'58 3511" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,P1 in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.0000Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R 1U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.254 E 999 263 B 1050 /39 /526 I- /138 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.505 E 523 263 L 688 /61 /342 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.078 E - - I 900 /24 /357 /- /- /5.5 EXP:B HORZ(TL):0.153 E - - Wind reactions based on MWFRS Des Ld:CL 32.00B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 L Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.811 I Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.689 Bearings B,L,&I Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:No Max Web CSI:0.530 C&C Dist a:3.59 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.16.01.01.0531.12 A-B 37 0 F-G 461 -995 Lumber B-C 538-1879 G-H 398 -995 Value Set:13B(Effective 6/1/2013) C-D 460-1356 H-I 462 -1502 D-E 550-1387 I-J 37 0 Top chord 2x4 SP#2 E-F 404 -861 Bot chord 2x4 SP#2 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 g_N 1686 -397 L-K 1319 -310 N-M 1664 -398 K-I 1320 Plate positions consider a 0.50 inch truss perimeter M-L 861 -134 edge distance. Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: N-C 207 0 F-L 148 74 TCCrd Spa24g(inoc) -1.63 End(ft)54C-M 175 -533 L-G 166 -283 24 0.1 3 35.77 D-M 210 -438 L-H 176 -560 BC 120 0.15 Apply purlins to any chords above or below fillers M-E 799 -258 H-K 186 0 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 7-5-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,indude BCSI 1-03, IIII) should be used in conjunction with the architectural plans during installation. (irrF1.11- 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APEX 1'rueHouse PE No.60839 1owski JPeffreyo 58544Arneson DerekPEoBM457 Jacqueline lir80499owland 66072 I 2537AT Ply 1 SEON:17487!T18/SPEC 253 Qty: 1 FROM: DRW: Wgt:186.2 lbs .. / ... 09/23/16 1" �. T7"1 13.9"4 1711"8 22'1"12 28'3"15 771 1 67 _I 4.2..4 -I 4.2..4 I 6'23 i 771' 1 Ea 5X5 5 12 113X4 ID, F 113X4 g F. f5X5 5X5 in !0 =3X4(A1)B A M T _ Ha3X4(A1) L r. I 10'1"2 113X4 m6X8 =6X8 K 113X4 1 22112 1 1374 1 761 75"8 6'312 8'4"8 T5 8 I I 13'9"4 221"12 I- 28'5 8 I-2 75 8 1171 8 35'11" 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 Cf: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 0.043 M 999 263 VERT(LL): BCLL: 0.00 Enclosure:Closed1 B 732 /23 /353 /- /144 /5.5 Lu:NA Cs:NA VERT(TL): 0.092 M 999 263 K 1460 /3 /581 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 J - - H 438 /47 /224 /- /- /5.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.026 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: 0.674 K Min Brg Width Req= 1.7 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.490 H Min Brg Width Req= 1.5 Spadng:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.556 Bearings B,K,8 H Fcperp=565psi. C&C Dist a:3.59 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Chords Tens.Comp. Chords Tens. Comp, Lumber A-B 37 0 E-F 490 0 Value Set:13B(Effective 6/1/2013) B-C 265-1092 F-G 514 67 Top chord 2x4 SP#2 C-D 184 -555 G-H 169 -365 Bot chord 2x4 SP#2 D-E 263 -539 H-I 37 0 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. Bracing B-M 943 -146 K-J 273 -137 (a)Continuous lateral restraint equally spaced on M L 941 -147 J-H 275 134 member. L-K 131 -66 Plating Notes Maximum Web Forces Per Ply(lbs) Plate positions consider a 0.50 inch truss perimeter Webs Tens.Comp. Webs Tens. Comp. edge distance. M-C 204 0 E-K 210 -935 Purlins C-L 181 -557 K-F 172 -304 In lieu of structural panels or rigid ceiling use purlins D-L 172 -304 K-G 187 588 to laterally brace chords as follows: L E 722 -238 G-J 211 0 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.63 37.54 BC 75 0.15 35.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 7-10-2. NOTES: N- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. (TH should be used in conjunction with the architectural plans during installation2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Ronda Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek 8 Murra APEX PE No.60839 PE No.58544 y Jacqueline E Rowland PE No.71457 PE No.80499 66072 Ply:1 SEAN:17441/T28/SPEC Qty: 2 FROM: DRW: T1557AT Wgt:98.0 lbs T .. ... 09/23116 7'7" 10.5.'8 13'4" �_ 2011" 7,7" -1 2,10„8 -�- 2,10,.8 7.7„ Dm5X5 -r 0, 12 7 a3X4C E/3X4 12 7 o ln a 0 i� I AIIIIIIIIIhkln F'•3X4(A1) =3X4(A7)B 09'1'2 6VIii:`_,... A n5X7 L 10'5"8 10'5"8 I 20'11" 1 1.-17 8 1 10'5"8 Loading Criteria(psQ Wind Criteria Snow Criteria(Pg.Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.000Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc LAO L/# Loc R Ill /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.027 G 999 247 B 796 /102 /372 I- /127 13.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.053 G 999 247 F 688 183 /307 /- I- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 G Wind reactions based on MWFRS Des Ld: 10.00 M EXP:B F Min Brg Width Req= 1.5 HORZ(TL):0.027 G B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 Bearings B&F Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.549 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.839 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.258 ChordsxmTens.Comp.To Chords Tens.y(IComp. C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 50 0 D-E 264 -757 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 2551 -974 E-F 260 -979 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply fibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 g_G 757 -134 G-F 766 135 Webs 2x4 SP#3 Lumber value set"138"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plating Notes 81 -323 G E 188 340 Plate positions consider a 0.50 inch truss perimeter C-G D-G 1 181 -321 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 -1.63 20.92 BC 120 0.15 20.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-5-13. NOTES: 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. (Tr H 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PEMichael G No 60839 PENo.58544 Derek No Murray1457JPE No.80499 a� 66072 253 6607AT Ply:1 I SEAN:17438/T10/SPEC T16 Qty: 1 FROM: DRW: Wgt:100.8 lbs / ... 09/23/16 7'612 10.5"813'4"4 20'11" 7'6"12 - 2'10"12 ( 210"12 7'612 D=5X5- �3X4 C E 13X4 1212 7 12 � 7 to to / _o 0 m3X4(A1)B I ri Fm3X4(A1) A 912 H G a5X7 i '"1,7,.8 ! 10'5"8 10'5"8 10'5"8 20'11" 1 i'7"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# TCDL: 7.00 Speed: 130 mph Loc R /U /Rw /Rh /RL /W P Pf:NA Ce:NA VERT(LL): 0.029 H 999 247 B 791 /101 /372 /- /139 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.056 H 999 247 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 H F d r /101 /37o /I. /- /3.5 Des Ld: 32.00 EXP:B - - Wind reactions based MWFRS HORZ(TL):0.027 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.580 Bearings B&F Load Duration:1.25 BCDL:3.0 psf 9 Fcperp=565psi. TPI Std: 2007 Max BC CSI: 0.828 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.249 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 50 0 D-E 247 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 243 -964 E-F 243 -9649 Lumber C-D 247 -742 F-G 50 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B H 749 85 H-F 749 96 approved 1/30/2013 by ALSO Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Plate positions consider a 0.50 inch truss perimeter edge distance. C-H 181 -322 H-E 181 -322 D-H 654 -226 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 -1.63 22.54 BC 120 0.15 20.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-5-13. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying the truss drawing,include SCSI 1-03, (TH should be used in conjunction with the architectural plans during installation2.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 Ruse Michael C Kozlowski Jeffrey PAmeson Derek B APEX PE No.60839 PE No.58544 Murrayy Jacqueline E Rowland PE No.71457 PE No.80499