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Permit 2254 W Ocean forest Dr (vault) o TRUE TRUSS JOB NUMBER: 0503767 a BUILDER: cc WATSON a SUBDIVISION: OCEAN WALK LOT NUMBER: 18 MODEL SPENCER RESIDENCE 0 DESIGNED/CHECKED: d DB DM J71 a COUNTY: J73 a ATLANTIC BEACH J75 ` TRUSS PROGRAM: MITEK T35 Roof Loading_ (Cd= 1.25) " TCLL 20 psf T34 TCDL 7 psf a BCLL 10 psf T33 x BCDL 5 psf T32 Floor Loading (Cd= 1.00) TCLL 40 psf J77 TCDL 10 psf J77 N BCLL 0 psf BCDL 5 psf J77 o Wind Loading (Cd= 1.60) o J77 a ASCE 7-02, 3s Gust 120 MPH J77 a Exposure Category C J77 Importance Factor 1.0 c PARTIALLY ENCLOSED J77 ` o J77 0 J77 e <-�AA>.o o 11 in QD to L� co M J77 TRUEFMM J77 e A OMINOM GP J71 � J77 s J77 J77 J77 J06 'J05 T1 T09 T11 T08 CCc pog Tll To8 z To8 T11 T08 0 Tll T07 T11 g T11 47J71 0 2' OC T10 3 r e6.0 e3.0 6'6*0 -28-06 should be used in conjunction with the architectural and structural plans during installation. r a free copy. Permanent bracing for the building, including bracing to resist wind, seismic, or JEFFREY P. ARNESON it the structure or the building designer, per ANSI/TPI 1— 2002 Chapter 2. PE No. 58544 Mudwo M, GENERAL NOTES NOTAS GENERALES HAND ERECTION—LEVANTAMIENTOAMANO Trusses are not marked in any way to identify Los trusses no estan marcados de ning n modo que Trusses 7.0'ar r7f Trusses 30'or the frequency or location of temporary bracing. identifique la frecuencia o localization de los arriostres less,support - lY! less,support at Follow the recommendations for handling, (bracing)temporales.Use las recomendaciones de manejo, at peak, f ' quarter points �; ✓F installing and temporary bracing of trusses. instalacion y arriostre temporal de los trusses.Vea el folleto Refer to SCSI 1-03 Guide to Good Practice for BCS11-03 Gulad Bu naeracti aparaelManejo Inst I cion Levante 3 Levante de Handlino. In ailing & Bracing of Metal Plate v Arriostre de to Trusses d Madera onn to nc con del pito los -T' los cuartos Connected Wood Trusses for more detailed trusses de 20 �� de tramp los Placas de Metalpara para mayor(nformacon. information. ipies o menos. trusses de 30 --- --- ---- Truss Design Drawings may specify locations of Los dibujos de diseno de los trusses pueden especificar F Trusses up to 20' it pies o menos. I Trusses up to 30' permanent bracing on individual compression las localizaciones de los arriostres permanentes en los Trusses hasta 20 pies russes hasta 30 pies members. Refer to the BCSI-B3 Summary miembros individuales en compresion.Vea la hoja res5men Sheet-Web Member Permanent Bracing/Web 5CS133 para los arriostres permanentes v refuerzos de lot Reinforcement for more information.All other miembros secundarius(webs)para mayor informaci6n.EI HOISTING—LEVANTAMIENTO permanent bracing design is the responsibility resto de arriostres permanentes son la responsabilidad del 1 �(Hold each truss in position with the erection equipment until temporary bracing is installed and of the Building Designer. Disenador del Edificio, truss is fastened to the bearing points. The consequences of improper handling,installing Sostenga sada truss en position con la grua hasta que el arriostre temporal este instalado y el and bracing may be a collapse of the structure,or truss asegurado en los soportes.�� k worse,serious personal injury or death. i EI resultado de un manejo,instalacidn y arriostre Do not lift trusses over 30'by the peak. inadecuados,puede ser la cai'da de la estructura o aun peor,muertos o henclos. No levante del pito los trusses de mas de 30 pies. Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN Banding and truss plates have sharp edges.Wear RECOMMENDACIONES DE LEVANTAMIENTO © gloves when handling and safety glasses when POR LONGITUD DEL TRUSS cutting banding. Empaques y placas de metal tienen bordes 60`or less afilados. Use guantes y lentes protedores cuando carte los empaques. HANDLING - MANE30 Approx.1/2� Tagline truss length E_ TRUSSES UP TO 30' _ Allcw no more No permita mas Use special care in Utilice cuidado t� than T'of defier de 3 pulgadas de windy weather or especial en dias TRUSSES HASTA 30 PIES tion for every 10' pandeo par calla 10 near power lines ventosos o terra de of span, pies de tramp. and airports. cables electricos o de aeropuertos. preader bar 10, Toe_inT�oe-in A 10 Spreader bar for Spreader bar 1/2 to truss bundles Tagline 2/3 truss length —� TRUSSES UP TO 60' e i0 • 11 �Q��� TRUSSES HASTA 60 PIES 7- 10' TT O O 10• I 10 Attach LLL .L Locate Spreader bar E0Check cx banding Rev e bas ernpaques above or stiffback 10'o.c. 1 pn to rnovino antes de move t!as mid-height �� u c,es p,quetesde trusses. I Pick up veitict�i Levante de,la cu_rda L bcrndles t the superior los arapos Avoid lateral bending.—Evite la Flexion lateral. top chord. verticales de trusses. Spreader bar 2/3 to �� 3/4 truss length —� Tagline F— TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES I >w BRACING - ARRIOSTRE Do not store No almacene 0 Refer to BCSI-B2 Summary Sheet-Truss Installa- unbraced bundles verticalmente los tion and Temporary Bracing for more information. upright. trusses sueltos. Vea el resumen BCSI-B2-Instalac&de Trusses ' y Arriostre Temporal para mayor informaci6n. ONE WEEK OR LESS MORE THAN ONE WEEK 0 Do not walk on unbraced trusses. F M10 No camine en trusses sueltos. Top Chord Temporary Lateral t. Bracing(TCTLB) s y j f Locate ground braces for first truss directly Lr J in line with all rows of top chord temporary Bung cs stored orthL oround for one lateral bracing. w ck or Moreshould be r 3 sed by blocking Coloque los arriostres de Berra para el at 8"to i 0'on center primer truss directamente en linea con loaaq ue t-s alma .nado5 .tierra por Do not store on No almacene en sada una de ias filas de arriostres laterales s`°= 2x4 min. '.;n a emana o.na.=deben sere evados uneven ground. tierra desigual. temporales-de la cuerda superior. con bloge e s a coda 8 o 10 ip,cs, Brace first truss well i g t—before erection of r.,r lone term storage,cover uur-1 es_o pre.- additional trusses. ` I ven- noisture.Cain but allow for venh anon. Pa.a al racer amient:o Dor mayor Uen-ipo, of _.a . -.. cS.d r_.mss pe..,uetes para pravenir aumento de humedad pero permita ve rr aa6la. 0 H J71 J73 ■ J75 w o 0 0 0 C O O O "tea �a a T14 T15 T15 T15 V U U T15 m m T15 T15 T15 T15 T15 T15 5 � ■ z J04 0 J04 0 U It ■ 3 J7 7 T 2 T08 T 1 T07 ��' � °✓ys Toe ,Q ,, I I ry,� ,, I J71 h—` � 4'4"12 ,) 6'2"8 t 4'1"0 � 22'0"0 This drawing is not sufficient alone for installation. Additional instructions accompanying this drawing, including BCSI—BI If BCSI—Bl has not', been shipped to the site with the components shown on this page, please contact Apex Technology fo other lateral forces, and permanent bracing for all structural elements, is the responsibility of the Engineer of Record ft ;RACING FOR THREE PLANES OF ROOF BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 L ARRIOSTRE EN TRES PLANOS DE TECHOQ 10D.C.for Refer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 'This bracijng method is for all trusses except 3x2 and 4x2 parallel chord trusses. -Temporary and 15'D.C.for ds 3x2 cho4x2 Cho Diagonal braces Este inetodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. Permanent Bracing 10'or 15 every 15 truss for Parallel Chord spaces(30'max.) TOP CHORD—CUERDA SUPERIOR Trusses for more information. Truss Span Top Chord Temporary Lateral Brace(TCTLB)Spacing Lon itud de Tramo Es aciamiento del Arriostre Temporal poral de la Cuerda Superior Vea el res6menBCSI-B7-Arriostre Up to 30' 10'o.c.max. Temporal v_ Hasta 30 pies 10 pies maximo permanente de The end diagonal 30'to 45' 8'o.c,max. trusses de cuerdas brace for cantilevered 30 a 45 pies 8 pies maximoarm para mayor trusses must be placed Lateral braces 45'to 60' 6'o.c.max. informaci6n. on vertical webs in line 2x4x12'length lapped 45 a 60 pies 6 pies maximo with the support. over two trusses. 60 to 80 pi* 4'°.`.max. INSTALLING — INSTALACION 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. ® Tolerances for Out-of-Plane.—Tolerancias para Fuera-de-Piano. *Consulte a un ingeniero para trusses de mas de 60 pies ��— —► Max.a°w] Max.Bow Max. Length h -. _ J �(See BCSI-B2 for TCTLB options. s. Max Bow Length—U' i ��— Lengm 3 12.5 J 7/8 14.6' Vea el BCSI-62 para las opclones ,�.+r n(Tolerances fcr D/50 D(ft.) 1" 16.7' de TCTLB. e xr LJ Out-of-Plumb. 1/4„ 1 18.8' Tolerancias para 1/2" 2 1-1/4" 20.8' Fuera-de-Plomada. n 1-3/8" 22.9' Plumb 3/4" 3' Refer to BC I-B6 bob 1 4- 1-1/2" 25.0' Summary Sheet- 1-3/4" 29.2' I I 1 1-1/4" 5' Gable End Frame 2" >_33.3' SracinD. Repeat diagonal braces. D/50 max 1-1/2" 6' Vea el resumen 1-3/4" 7' BCSI-B6-Arriostre Repita los arriostres 2" >8' del truss terminal diagonales. de un techo a dos CONSTRUCTION LOADING—CARGA DE CONSTRUCCION aClUa. f 7( Set first five trusses with spacer pieces,then add diagonals.Repeat Q Do not proceed with construction until all bracing is securely Maximum Stack Height L�1 process on groups of four trusses until all trusses are set. and properly in place. for Materials on Trusses Instale los cinco primeros trusses con espaciadores,luego los arriostres No proceda con la construccir5n hasta que todos los arriostres Materiel Height(h) diagonales.Repita este piocedimiento en grupos de cuatro trusses esten colocados en forma apropiada y Segura. Gypsum Board 12" hasta que todos los trusses esten instalados. Plywood or OSB 16" Do not exceed maximum stack heights.Refer to BCSI-B4 Asphalt Shingles 2 bundles Summary Sheet-Construction Loadina for more information. Concrete Block W. 2)BOTTOM CHORD—CUERDA INFERIOR No exceda las maximas alturas recomendadas. Vea el resumen Clay Tile 3-4 tiles high t BCSI-B4 Carga de Construction para mayor informaci6n. Lateral braces �� w."' d " 2x4x12'length lapped over two trusses. (ter Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. (�( Place loads over as many trusses as possible. I r I Coloque las cargas sabre tantos trusses tomo sea posible. Diagonal braces1 7( Position loads over load bearing walls. every 10 truss lJ spaces(20'max.) Coloque las cargas sobre las paredes soportantes. 10'-15'max. ALTERATIONS—ALTERACIONES Some chord and web members not shown for clarity. Q Refer to BCSI-B5 Summary Sheet-Truss Damage Jobsite Modifications and Installation Errors. Vea el resumen BCSI-B5 Danos de trusses Modificaciones en la Obra y Errores de Instalaci6n. 3)WEB MEMBER PLANE—PLANO DE LOS MIEMBROS SECUNDARIOS Do not cut,alter,or drill any structural member of a truss unless T specifically permitted by the Truss Design Drawing. No torte,altere o pertore ningun miembro estructural de los r� trusses,a menos que este especificamente permitido en el dibujo d del diseno del truss. Web members r� i Q Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses,pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE:The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator(if applicable)are ca- pable to undertake the work they have agreed to do on a particular project.The Contractor should seek any required assistance regarding „v construction practices from a competent party.The methods and procedures outlined are intended to ensure that the overall construction techniques employed will put Floor and roof trusses into place SAFELY.These recommendations for handling,installing and bracing wood ell awl Diagonal braces trusses are based upon the collective experience of leading technical personnel in the wood truss industry,but must,due to the nature of every 10 truss responsibilities involved,be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor,It is not intended that these recommendations be interpreted as superior to any design specification(provided by either an Architect,Engineer, spaces(20'max.) the Building Designer,the Erection/Installation Contractor or otherwise)for handling,installing and bracing wood trusses and it does 10'-15'max. not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by same spacing the truss Erection/Installation Contractor.Thus,the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any as bottom chord responsibility for damages arising from the use,application,or reliance on the recommendations and information contained herein. lateral bracing Some chord and web members not shown for clarity. DIAGONAL BRACING IS VERY IMPORTANT WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane•Madison,WI 53719 218 N.Lee St.,Ste.312•Alexandira,VA 22314 iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 4611 608/274-4849•www.woodtruss.com 703/683-1010•www.tpinst.org BIWARN11x17 20050501 t ♦ 1111 •' ! i' ! + ! •1 9 Ua ilill FA• • • '' i ! Watson Homes Builders, Inc. s HOIL, � Subdivision: OCEANWALK Lot: 18 County: Duval Building Code: FBC2004 Computer Program Used: MiTek 6.2 General Truss Design Loads Roof Gravity:42 psf Total Load(Cd=1.25) Floor Gravity:55 psf Total Load(Cd=1.00) Wind: 120 mph from ASCE 7-02 Individual Truss Drawings Show Special Loading Conditions This package includes 57 truss design drawings with individual date of design. With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61 G15-31.003 of the Florida Board of Professional Engineers. Notes: The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each Je16.51544 drawing for any particular building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2. 02/28/06 Structural Engineer of Record Apex Technology is a fictitous name Apex Technology owned by Jax Apex Technology Inc., 4745 Sutton Park,Suite.,402 a Florida Corporation.Florida Engineer Jacksonville,Fl.32224 904-821-5200 Business No.7547 Florida Engineer Business No.7547 4745 Sutton Park Court,Suite 402 Jacksonville,Fl.32224 904-821-5200 NO TRUSS ID# DATE NO TRUSS ID# DATE NO TRUSS ID# DATE 1 0503767-CAP04 02/28/06 23 0503767-T04 02/28/06 45 0503767-T25 02/28/06 2 0503767-CAP05 02/28/06 24 0503767-T05 02/28/06 46 0503767-T26 02/28/06 3 0503767-CAP06 02/28/06 25 0503767-T06 02/28/06 47 0503767-T27 02/28/06 4 0503767-CAP07 02/28/06 26 0503767-T07 02/28/06 48 0503767-T28 02/28/06 5 0503767-CAP08 02/28/06 27 0503767-T08 02/28/06 49 0503767-T29 02/28/06 6 0503767-CAP09 02/28/06 28 0503767-T09 02/28/06 50 0503767-T30 02/28/06 7 0503767-CJ73 02/28/06 29 0503767-T10 02/28/06 51 0503767-T31 02/28/06 8 0503767-CJ75 02/28/06 30 0503767-T11 02/28/06 52 0503767-T32 02/28/06 9 0503767-CJ77 02/28/06 31 0503767-T12 02/28/06 53 0503767-T33 02/28/06 10 0503767-J01 02/28/06 32 0503767-T13 02/28/06 54 0503767-T34 02/28/06 11 0503767-J02 02/28/06 33 0503767-T14 02/28/06 55 0503767-T35 02/28/06 12 0503767-J03 02/28/06 34 0503767-T15 02/28/06 56 0503767-T36 02/28/06 13 0503767-J04 02/28/06 35 0503767-T15A 02/28/06 57 0503767-T37 02/28/06 14 0503767-J05 02/28/06 36 0503767-T16 02/28/06 15 0503767-J06 02/28/06 37 0503767-T17 02/28/06 16 0503767-J71 02/28/06 38 0503767-T18 02/28/06 17 0503767-J73 02/28/06 39 0503767-T19 02/28/06 18 0503767-J75 02/28/06 40 0503767-T20 02/28/06 19 0503767-J77 02/28/06 41 0503767-T21 02/28/06 20 0503767-T01 02/28/06 42 0503767-T22 02/28/06 21 0503767-T02 02/28/06 43 0503767-T23 02/28/06 22 0503767-T03 02/28/06 44 0503767-T24 02/28/06 ROOF TRUSSES 0503767 PROFILE QTY PITCH TYPE BASE ID O/A REACTIONS HIP PIGGYB 09-06-02 Joint 1 Joint 2 Joint 6 Joint 7 Joint 8 1 7.00 0.00 CAP04 09-06-02 87.1 lbs. 350.0 lbs. 350.0 lbs. 52.6 lbs. 375.7 lbs. -346.3 lbs, -313.3 lbs, -105.3 lbs, -429.5 lbs, HIP PIGGYB 09-06-02 Joint 1 Joint 2 Joint 6 Joint 7 Joint 8 1 7.00 0.00 CAP05 09-06-02 265.4 lbs. 485.5 lbs. 485.5 lbs. 198.4 lbs. 259.1 lbs. PIGGYBACK 09-06-02 Joint 1 Joint 2 Joint 4 Joint 5 Joint 6 5 1 7.00 0.00 CAP06 09-06-02 386.7 lbs. 499.6 lbs. 499.6 lbs. 335.1 lbs. 378.9 lbs. 251.3 I I 7 HIP PIGGYB 07-06-01 Joint 1 Joint 2 Joint 6 Joint 7 Joint 8 1 7.00 0.00 CAP07 07-06-01 70.71bs. 267.9 lbs. 267.9 lbs. 37.4 lbs. 290.4 lbs. HIP PIGGYB 07-06-01 Joint 1 Joint 2 Joint 6 Joint 7 Joint 8 1 7.00 0.00 CAP08 07-06-01 21g.71bs. 354.5 lbs. 354.5 lbs. 165.8 lbs. 247.8 lbs. PIGGYBACK 07-06-01 Joint 1 Joint 2 Joint 4 Joint 5 Joint 6 3 7.00 0.00 CAP09 07-06-01 2401Olbs. 343.61bs. 343.6 lbs. 187.1 lbs. 301.4 lbs. -14 GIRDER 1 04-02-15 Joint 2 Joint 3 Joint 4 2 4.95 0.00 CJ73 04-02-15 320.1 lbs. 59.61bs. 47.7 lbs. lbs. 11.5 lbs. GIRDER 07-00-14 Joint 2 Joint 3 Joint 4 Joint 12 Joint 14 2 4.95 0.00 CJ75 07-00-14 957.1 lbs. 152.1 lbs. 108.6 lbs. 490.1 lbs. 1182.7 lbs. GIRDER 09-10-13 Joint 2 Joint 4 Joint 5 2 4.95 0.00 CJ77 09-10-13 583.1 lbs. 145.3 lbs. 387.6 lbs. MONO 1 02-00-00 1 Joint 3 Joint 4 Joint 6 1 0.00 0.00 J01 01-11-08 5.9lbs. 27.Olbs. 209.4 lbs. MONO 02-00-00 1 Joint 3 Joint 4 Joint 6 1 0.00 0.00 J02 01-11-08 5.91bs. 27.0 lbs. 209.4 lbs. lbs 1 SPECIAL 02-00-00 Joint 2 Joint 4 Joint 6 Joint 8 1 7.00 0.00 J03 01-11-08 461.5 lbs. 49.9 lbs. 181.2 lbs. 240.4 lbs. JACK 05-00-00 Joint 2 Joint 3 Joint 4 2 5.00 2.00 J04 05-00-00 309.5 lbs. 113.1 lbs. 71.91bs. DUAL PITCH 07-00-00 Joint 2 Joint 4 Joint 5 1 7.00 0.00 J05 07-00-00 389.8 lbs. 76.3 lbs. 202.6 lbs. -00-00 nt 4 1 I 7.001 O.00I DUAL J06 TCH ( 007-00- 00 I Joint_389 0 Ibs. Jo'97 7 lbs.Jo181 3 lbs. f JACK 01-00-00 Joint 2 Joint 3 Joint 4 12 7.00I O.00) J71 I 01 -00-0 0 I l 99356.1 Ibs, -46.5 1 1bs. 2.9 lbs I IJACK 03-00-00 Joint 2 Joint 3 Joint 4 I 12 I 7.00 O.00I J73 103-00-00 I 3 1 02.0 lbs. -115.3 lbs, 8.4 lbs. ROOF TRUSSES 0503767 PROFILE QTY PITCH TYPE BASE REACTIONS ID O/A JACK 05-00-00 Joint 2 Joint 3 Joint 4 8 7.00 0.00 J75 05-00-00 310.8 lbs. 112.7 lbs. 71.9 lbs. SPECIAL 1 07-00-00Joint 2 Joint 4 Joint 5 25 7.00 0.00 J77 07-00-00 389.8 Ibs. 74.6 lbs. 198.9 Ibs. GABLE 1 07-00-00 Joint 1 Joint 3 1 7.00 0.00 T01 07-00-00 281.8 lbs. 281.8 lbs. 1 fKING POST 07-00-00 Joint 1 Joint 3 1 7.00 0.00 T02 07-00-00 288.8 Ibs. 288.8 Ibs. 2Q5,0 lbs_ O.00I 0.00 MONO HIP 07-00-00 3 Joint 4 1 I T03 ( 07-00-00 lJoint 286 2 Ibs -286.2 Ibs GIRDER 05-00-00 Joint 2 Joint 4 1 1 2 ' 7.00 0.00 OOI T04 105-00-00� -6661 lbs -484.9 Ibs I 1 1 1 7.001 O.00I GIT05 R 22-00-00 122-00-00 2579.2 lbs. Joint2579.1 lbs. IL -2379.7 lbs -2366.6 lbs. GIRDER 06-06-00 Joint 2 Joint 5 2 1 7.001 O.00I T06 ( 06-06-00) 384.5 lbs. 260.1 lbs. 466.5 lbs. 283.0 lbs. SPECIAL 06-06-00 Joint 2 Joint 5 1 1 2 1 7.001 0.001 T07 106-06-00� 397.5 Ilbs. 242.9 lbs. bs. 272.4 Ibs. SPECIAL 1 06-06-00 Joint 2 Joint 4 1 61 7.001 0.001 T08 1 06-06-OOI -368. lbs. 242.9 lbs. 8 lbs. -342.8 lbs, 1 1 1 7.001 0.001 SPECIAL 1 06-09-08 I Joi3 7t8ntin 1 lbs.lbs, Jo362.3 Ibs. GABLE 09-03-00 Joint 2 Joint 6 7.001 0.001 T10 109-03-00 469A lbs.532.7 Ibs. .1 l 469tbs. QUEEN POST L 09-03-00 Joint 2 Joint 4 1 6� 7.001 0.00 T11 109-03-00� 530.5 lbs. 530.5 lbs. 1 / 1 1 GIRDER 09-03-00 Joint 1 Joint 3 2 Ply 7.00 0.00 T12 09-03-00 5270.3 lbs. 4092.2 lbs. -4085.5 lbs. -2697.7 lbs. �@GABLE 05-09-08 Joint 2 Joint 6 Joint 7 1 7.00 0.00 T13 05-09-08 239.6 Ibs. 32.4 lbs. 287.2 lbs. -238.6 lbs. -70.2 Ibs. -329.2 Ibs, 1 1 1 11 GIRDER 1 08-00-00 Joint 2 Joint 5 1 7.00 0.00 T14 08-00-00 359.0 lbs. 262.5 lbs. Ill -417.0 lbs. -469.31bs. 00 1 1 11 I 7.001 0.00 MONO 08-00-00 I Join 9 Ibs. Joint 313 4 Ibs. I -385.5 lbs. -442.9 lbs. ROOF TRUSSES 0503767 PROFILE QTY PITCH TYPE BASE ID OIA REACTIONS 1 MONO 08-00-00 Joint 1 Joint 5 '44 2 Ply 7.00 0.00 T15A 08-00-00 1124.4 lbs. 3773.1 lbs. -1018.4 lbs -3956.2 lbs, 1GIRDER 36-08-00 Joint 12 Joint 22 2 Ply 7.00 0.00 T16 36-07-08 5375.9 lbs. 4894.0 lbs. SPECIAL 37-08-00 Joint 12 Joint 18 1 7.00 0.00 T17 37-07-08 17,1.0 lbs. 1617.4 lbs. SPECIAL 37-08-00 Joint 12 Joint 18 7.00 0.00 T18 37-07-08 171,1.0 lbs. 1617.4 lbs. 1589.7 lbs, -1496.6 lbs, HIP 43-02-00 Joint 2 Joint 11 Joint 12 1 7.00 0.00 T19 43-02-00 1839.1 lbs. 1939.6 lbs. 2159.81bs. HIP 43-02-00 Joint 2 Joint 13 4 7.00 0.00 T20 43-02-00 1849.4 Ibs. 1939.6 lbs. -1749.0 llbs -1817.2 lbs. HIP 1 43-02-00 Joint 2 Joint 10 3 7.00 0.00 T21 43-02-00 1894.8 lbs. 1889.9 lbs. -1784.3 1GIRDER 1 43-02-00 Joint 1 Joint 13 2 Ply 7.00 0.00 T22 43-02-00 6795.2 lbs. 2188.1 lbs. SPECIAL 40-00-08 Joint 9 Joint 16 1 7.00 0.00 T23 39-11-00 1755.6 lbs. 1658.7 lbs. -1676.6 lbs -1461.0 lbs, SPECIAL 40-00-08Joint 10 Joint 22 7.00 0.00 T24 39-11-00 1759.1 lbs. 1662.2 lbs. SPECIAL 39-02-00 Joint 10 Joint 22 1 7.00 0.00 T25 39-02-00 1727.6 lbs. 1630.7 lbs. SPECIAL 39-02-00 Joint 13 Joint 24 3 7.00 0.00 T26 39-02-00 1903.4 lbs. 1459.3 lbs. 7� SPECIAL 36-03-00 Joint 10 Joint 21 7.00 0.00 T27 36-03-00 1506.8 lbs. 1506.8 lbs. SPECIAL 36-03-00 Joint 10 Joint 22 1 7.00 0.00 T28 36-03-00 1510.3 lbs. 1510.3 lbs. SPECIAL 36-03-00 Joint 9 Joint 15 1 7.00 0.00 T29 36-03-00 1510.3 lbs. 1510.3 lbs. ®1 1 -7.001 0.001 SPTC0 1 36-03 36-03:00(Joi0.3 nt . Joint 161 151Ibs. 1510.3 lbs. JII -1329.9 lbs, -1810.0 lbs I 1GIRDER 36-03-00 nt 11 Joint 20 2 Ply 7.001 0.001 T31 1 36-03-00 IJ021719.0 lbs. 3144.0 lbs. 1 -2817.2 lbs -3633.9 lbs. ROOF TRUSSES 0503767 PROFILE QTY PITCH TYPE BASE ID OIA REACTIONS 1 GIRDER 28-10-08 Joint 2 Joint 11 2 Ply 7.00 0.00 T32 28-09-00 1604.7 lbs. 4165.9 lbs. SPECIAL 28-10-08 Joint 2 Joint 8 1 7.00 0.00 T33 28-09-00 1287.4 lbs. 1188.9 lbs. -1243.0 lbs. -1045.8 lbs. HIP 30-00-00 Joint 2 Joint 8 1 7.00 0.00 T34 30-00-00 1343.3 lbs. 1245.1 lbs. 1262.2 lbs. -1082.8 lbs. 1 GIRDER 30-00-00 Joint 2 Joint 9 2 Ply 7.001 O.00I T35 130-00-00 I 2678.7 lbs, 2765.9 Ibs !1GIRDER 15-00-00 Joint 1 Joint 6 Joint 7 1 5.00 2.00 T36 15-00-00 741.0 lbs. 815.9 lbs. 782.6 lbs. -539.3 lbs. -911.3 lbs. -361.8 lbs. 1GIRDER 15-00-00 Joint 1 Joint 7 2 Ply 5.00 2.00 T37 15-00-00 1531.1 lbs. 1787.4 lbs. 1433.8 lbs. -1895.1 lbs. _,�nzv AND MUST BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER OF >,r,..tiVti INCLUDES TOP CHORD BRACING, BOTTOM CHORD BRACING, COMPRESSION WEB MEMBER _„ vtJ GABLE END LATERAL BRACING. 2. RECIEPT, STORAGE, ERECTION, FIELD INSTALLATION AND FIELD ASSEMBLY IS THE RESPONSIBILITY OF THE CONTRACTOR. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, THE CONTRACTOR SHALL ENSURE THAT THE TRUSSES ARE BRACED IN ACCORDANCE WITH BCSI-03. 3. NEVER EXCEED THE DESIGN LOADING SHOWN AND NEVER STACK MATERIALS ON INADEQUATELY BRACED TRUSSES. 4. PROVIDE COPIES OF THE TRUSS DESIGN TO THE BUILDING DESIGNER, ERECTION SUPERVISOR, PROPERTY OWNER AND ALL OTHER INTERESTED PARTIES. 5. TOP CHORDS MUST BE SHEATHED OR PURLINS PROVIDED AT SPACING SHOWN ON DESIGN. BUILDING DESIGNER OR ENGINEER OF RECORD REQUIRED TO PROVIDE THIS - SEE NOTE I ABOVE. 6. BOTTOM CHORDS REQUIRE RIGID CEILING OR CONTINUOUS LATERAL BRACING AT SPACING NOTED ON TRUSS PROFILE. BUILDING DESIGNER OR ENGINEER OF RECORD REQUIRED TO PROVIDE THIS - SEE NOTE I ABOVE. 7. TRUSS TO TOP PLATE AND ALL OTHER CONNECTIONS NOT SHOWN ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 8. DO NOT CUT OR ALTER TRUSS MEMEBER OR PLATE WITHOUT PRIOR APPROVAL OF A PROFESSIONAL ENGINEER. FOR TRUSS REPAIR DRAWINGS, FAX REPAIR REQUEST TO 992-8700. FAX SHOULD CONTAIN TRUSS JOB NUMBER, TRUSS NUMBER, SPECIFIC SCOPE OF REPAIR AND CONTRACTOR CONTACT INFO. 3s a a:a 2 SYMBOL INDICATES REQUM= SYMBOL AND TE>n DIDICdTES 4=° :a LATERAL PERMANENT LATERAL INDICATES LOCATION WHERE REQUIRED 9 ZS AND � BRACM IS TBI LOACTION OF TRUSS PLATE. { ) PLATE TEETH MUST BE RESPONSIHDSfY OF THE SONS VARY BUT SZCWN INDICATES JOINT FULLY EMBSDDED INTO BUILDM DESIGNER HUMMER WHICR BBARMS LUMBER AND PIATES MAY OCCUR ALL HEARINGS ARE NOT BE CUT OR ALTERED. CONSIDERED TO BE NO 2 SW (UNG). GENERAL NOTES AND DETAILS i 8 7 6 azo iza dg&” 0 THE T ARE STAitRAUY NUILTMJ NT FArhSE AROUND � 3—Il—ZS �'p?TL+���c��� THE TRUSS. STARTDiiG 11I7Tt TBE wDPt FARTI183T TO THE .l i1Vri L` LEFT. DB@iSIONS AM SHOWN IN FEE!-DICKS-13=3WTH& A�W [9iCMWGY 19 A F6 OMUS NAME OIIIM BY 7Az APE!TECfMWGY INC,A nORDA cORPOBA m ms cA x0. 7549-4946 Burros PAS[count.SSS 400 rAcmxv=n m"-904M.sm OW SO DMXWW BY AM 211=010n (3).148" x 3" TOE-NAILS @ TOP & BOTTOM CHORD CONNECTION. (NAILS THROUGH BACK SIDE OF GIRDER INTO END GRAIN OF JACK TRUSS JACK ARE NOT ALLOWED) JACK (3).148" x 3" TOE-NAILS 0 TOP & BOTTOM CHORD CONNECTION FOR CORNER JACK SOME CORNER JACKS MAY REQUIRE SIMPSON LS30 IN LIEU H w JACK OF TOE-NAILS. REFER TO SHOP w a DRAWINGS. Wo U a z JACK o o (2).148" x 3" TOE-NAILS ® TOP & w z JACK BOTTOM CHORD CONNECTION. w IN xa0.' U U U ti TYPICAL HIP SET "CJ" NAILING DETAIL GIRDER • VARIES TmmTww AN W ' APEX TECIIIIOLOGY 19P1 A WJDUS NAM 0111M BY JAZ APEX TECIMIOGY DIC.. AMUM COMDR 7ND1 WN CA IRI. 7649-4746 NUMN PAN[OOOil.&M 402 JACmOMVWA /L 33=4— 90Aet1.6t00 DO!'ODYATJDN CONTADIM DI THI9 DNAWIM H THE 801E PROPERTY OF LOGY AND 0 70 BZ 09® NLY DI CONJUNUMN•1771 TRUSM DE91GNl D BY APEX 7AMMIDGY. 1.j VOO %XftDL•r, 2X4 NO 2 SYP -1;' BRACE "•""" "' WEB FASTENED TO EACH SIDE WEB gqrF GABLE WEB W/.131" x 2j" (2) Ru n., AT 6" O.C. STAGGER NAILS PACING EACH SIDE. SECTION A-A SECTION A-A OPTION 1 OPTION 2 (97"-144") (97"-144") 2x6 NO 2 SYP "L" BRACE TRUSS GABLEASTENED TO GABLE WEB TRUSS GABLE 2x6 NO 2 SYP "T" BRACE ' W/.131" x 2j" AT 6" O.C. WEASTENED TO GABLE WEB W/.131" x 2j" AT 6" O.C. SECTION B-B OPTION 1 SECTION B--B (73"-96") OPTION 2 TRUSS GABLE {73"-96") 2x4 NO 2 SYP "L" BRACE /-FASTENED TO GABLE WEB TRUSS GABLE 2x4 NO 2 SYP "T" BRACE 7 W/.131" x 2�' AT 6" O.C. WE ASTENED TO GABLE WEB F W/.131" x 2j" AT 6" O.C. s e� SECTION C-C CONNECTION BETWEEN BOTTOM OPTION 1 CHORD OF GABLE END TRUSS {25"-72") AND WALL, AS WELL AS THE SECTION C-C DESIGN AND SPECIFICATION OF PERMANENT BRACING OF THE OPTION 2 GABLE END ROOF M IS THE N cc RESPONSIBILITY OFF THE (25))-7211) B RACING DETAIL cr BUILDING DESIGNER. *VERTICAL WEBS 24" OR * LS DO NOT REQUIRE ��p�r���� �n•�► GABLE BRACES 11 Ll i�,7i7► 10 1 Ir t 101 ANINI w 1 UNLESS NOTED OTHERWISE AVU YpCMMMY W.t ftOA)A C066"0$AR=FM Cl W.7647-4946 817MN PARR 6M 402 JACR80R4m n 98224-904.81:1.6200 FIY IGGYBACK TRUSS MAXIMUM PURLIN SPACING 36" 0.C. REFER TO INDIVIDUAL BASE TRUSS DESIGN FOR ACTUAL TOP CHORD PURLIN SPACING. ml i- -- Ini (D ATTACH PURLIN TO TOP CHORD OF AS 'TRUSS EACH BASE TRUSS WITH (2).131" x 2 NAIL ON PLATE MECHANICALLY PRESSED INTO PIGGYBACK BOTTOM M CHORD AND NAILED TO BASE TRUSS TOP CHORD WITH (5)8d COMMON PER STRAP. NAIL ON PLATES MUST BE APPLIED TO EACH FACE WITH A MINIMUM SPACING OF 48" O.C. (� PIGGYBACK TRUSS CONNECTION DETAIL 6" x 8" x J" PLYWOOD (or &" OSB) GUSSET APPLIED TO EACH FACE J,��� SPACED 48" O.C. FASTEN WITH (4)8d COMMON INTO EACH CHORD FROM EACH SIDE (TOTAL 16 NAILS). TR ,TEM _ I�IFHa[I5 i0"MMM RM O1t7 M BY JAI AM 779CBIMW BIC..1 lWNW CORPOU M"ON CA 110. 9649-046 DO.Ml FAB[00618!gm 400 ncsmB n m"- "camum ..at*pp�Jg 1S 7b N UM OnT Ul COMMM VfM 708M MMM BY AM nMVMY_ aaaa..■laar.wsar�n�a� a. a.�l�� �. r■�rlr�rsrrrrl�lw.11lnrr�aa� i � i i i • i i i • .arw. �a.•��i�� ���:I��i �w�.nrw rs�rl�wrrArr�rrw.r� ■•�\/. �r •a 1 as is • �/.�•■ • r � s " A f ■ I II • 1 ! , i i • • •i : �� w is , � � s Type IOty_. Ply Job Truss Truss T e SPENCER RESIDENCE 0503767 CAP04 HIP PIGGYBACK 1 1 Job Reference(optional) 20-7-0 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14.06:39:59 2006 Page 1 -1-6-0 2-0-0 _ 9-2-0 11-2-0 12- 1-6-0 2-0-0 7-2-0 2-0-0 1-1 stele=r.+es 3x4 MI120= 2,4 M1120 P 3.M1120- 3 4 5 / 1.00 12 I N 2 / 6 1 gi ] _- to 20 M1120= 2.M112011 2.4 M1120= 20-7-0 11-2-0 11-2-0 Plate Offsets(X,Y):13:0-2-0,0-2-51,[5:0-2-0,0-2-51 _ LOADING(psf) SPACING 2-0-0 11, CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) n/a - n/a 999 M1120 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.12 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:32 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=-97/11-2-0,7=-97/11-2-0,2=342/11-2-0,6=342/11-2-0,8=376/11-2-0 Max Horz 1=58(load case 4) Max Uplift1=-105(load case 9).7=-105(load case 10),2=-346(load case 4),6=-313(load case 3),8=-429(load case 4) Max Grav1=87(load case 4),7=53(load case 3),2=350(load case 9),6=350(load case 10),8=376(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=58,2-3=-234,3-4=-186,4-5=-186,5-6=-234,6-7=58 BOT CHORD 2-8=186,6-8=186 WEBS 4-8=-227 NOTES (10-11) 1)Unbalanced roof live loads have been considered for this design. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)All bearings are assumed to be SYP No.2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 Ib uplift at joint 1,105 Ib uplift at joint 7,346 Ib uplift at joint 2,313 Ib uplift at joint 6 and 429 Ib uplift at joint 8. 9)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 10)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 11)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type 0503767 I CAP05 ---CHIP PIGGYBACK I Qty Ply '- SPENCER RESIDENCE 6.200 a Jul3e2005 MiTelk Industries,Inc. Tue Feb 14 06:39:59 2006 Pagel -1-6-0_ 4-0-0 _ _I -_ 7-2-0 - 11-2-0 12- 1-6-0 4-0-0 3-2-0 4-0-0 1-I Scale=1.18.6 3.4 M1120- 2x4 M11201 3.4 M1120- 3 4 5 1 oahz / STI T T 1 8 2 -- 7 i B1 �d 2x4 M1120= 2.4 M112011 2.4 M1120- 20-7-0 - 11-2-0 11-2-0 Plate Offsets(X,Y):[3:0-2-0,0-2-5],[5:0-2-0,0-2-5] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:35 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. (P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=-160/11-2-0,7=-160/11-2-0,2=464/11-2-0,6=464/11-2-0,8=259/11-2-0 Max Horz 1=1 26(load case 4) Max Uplift1=-195(load case 9),7=-195(load case 10),2=-583(load case 5),6=-559(load case 6),8=-191(load case 4) Max Grav1=265(load case 4),7=198(load case 3),2=485(load case 9),6=485(load case 10),8=259(load case 10) FORCES (lb)-First Load Case Only TOP CHORD 1-2=87,2-3=-258,3-4=-178,4-5=-178,5-6=-258,6-7=87 BOT CHORD 2-8=178,6-8=178 WEBS 4-8=-107 NOTES (10-11) 1)Unbalanced roof live loads have been considered for this design. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail' 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)All bearings are assumed to be SYP No.2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 195 Ib uplift at joint 1,195 Ib uplift at joint 7,583 Ib uplift at joint 2,559 Ib uplift at joint 6 and 191 Ib uplift at joint 8. 9)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 10)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 11)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-B1, should be used in conjunction with the architectural and structural plans during installation. If BCSI 61 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard .Job Reference(optional)_ Job Truss- TrussType y y e Qt PI SPENCER RESIDENCE 0503767 CAP06 PIGGYBACK 5 1 1 20-7-0 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:40:03 2006 Page 1 -1-6-0 .._ 5-7-0 _ 11-2-0 1 1-6-0 5-7-0 5-7-0 4x5 M1120- 3 TO 112 ST, I,I T� II a 2 s Ls J 20-7-0 2.4 M1120= 2.4 MUM 1 2.4 MIIN- — 11-2-0 11-2-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) n/a n/a 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:37 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. (P) BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=-219/11-2-0,5=-219/11-2-0,2=463/11-2-0,4=463/11-2-0,6=379/11-2-0 Max Horzl=-178(load case 3) Max Upliftl=-251(load case 9),5=-251(load case 10),2=-654(load case 5),4=-633(load case 6),6=-272(load case 5) Max Gravl=387(load case 4),5=335(load case 6),2=500(load case 9),4=500(load case 10),6=379(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=113,2-3=-105,3-4=-105,4-5=113 BOT CHORD 2-6=36,4-6=36 WEBS 3-6=-224 NOTES (9-10) 1)Unbalanced roof live loads have been considered for this design. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail' 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)All bearings are assumed to be SYP No.2 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 251 Ib uplift at joint 1,251 ib uplift at joint 5,654 Ib uplift at joint 2,633 lb uplift at joint 4 and 272 Ib uplift at joint 6. 8)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 9)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 10)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-B1, should be used in conjunction with the architectural and structural plans during installation. If BCSI Bt has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job 1truss -- Truss Type - _ l Oty -- f -II SPENCER RESIDENCE - 0503767 I CAP07 HIP PIGGYBACK l 1 �Ply- 1 Job Reference(optional) 20-7-0 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:40:07 2006 Page 1 -60--_- - 2-0-0-- — - --- - _ 7-1-15 - -- -- 9-1-15 - 1 -6-0 2-0-0 5-1-15 2-0-0 Scale=1'.15.2 3.4 MII20- 2x4 MI1201: 3 4 M1120— 3 4 5 �I STI N TS a 1 2 \ 7 B ---- \ 2x4 M1120- 2x4 M11201, 2.4 M1120- 20-7-0 9-1-15 9-1-15 Plate Offsets(X,Y):[3:0.2-0,0-2-51,[5:0-2-0,0-2-51 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) n/a - n/a 999 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) n/a - n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 7 n/a We BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:26 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. IF) BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=-57/9-1-15,7=-57/9-1-15,2=261/9-1-15,6=261/9-1-15,8=290/9-1-15 Max Horz 1=58(load case 4) Max Upliftl=-65(load case 9),7=-65(load case 10),2=-279(load case 4),6=-248(load case 3),8=-322(load case 4) Max Gravl=71(load case 4),7=37(load case 3),2=268(load case 9),6=268(load case 10),8=290(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=41,2-3=-168,3-4=-125,4-5=-125,5-6=-168,6-7=41 BOT CHORD 2-8=125,6-8=125 WEBS 4-8=-172 NOTES (10-11) 1)Unbalanced roof live loads have been considered for this design. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail' 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)All bearings are assumed to be SYP No.2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 65 Ib uplift at joint 1,65 Ib uplift at joint 7,279 Ib uplift at joint 2,248 Ib uplift at joint 6 and 322 Ib uplift at joint 8. 9)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 10)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 11)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-B1, should be used in conjunction with the architectural and structural plans during installation. If SCSI B1 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard fJob Truss - Truss Type - I Qty - j Ply SPENCER RESIDENCE- -- - f10503767 CAP08HIP PIGGYBACK 1 1 --- _... -__. _-_._ --_ ____. -.... - - I Job Reference(optional) 20-7-0 6.206 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 1406:40:11 2006 Page 1 -6-0 4-0-0 5-1-15 _ _ _ 9-1-15 _ 1 •6-0 4-0-0 1-1-15 4-0-0 scale=1 152 3.4 MIM — 2x4M11201 3.4 M1120- 4 5 3 7.00 112 j STI \ N I \ Iry 2 \ B1 pill 20-7-0 2W M1120= 2 4 M11201 2.4 MI120= — - - - - 9-1-15 _ - 9-1-15 Plate Offsets(X,Y):13:0-2-0,0-2-5],[5:0-2-0,0-2-51 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) n/a n/a 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) We - n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:29 Ib LUMBERBRACING ------- --.. .---- TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=-115/9-1-15,7=-115/9-1-15,2=340/9-1-15,6=340/9-1-15,8=248/9-1-15 Max Horzl=-126(load case 3) Max Upliftl=-1 35(load case 9),7=-135(load case 10),2=-470(load case 5),6=-452(load case 6),8=-131(load case 4) Max Grav1=219(load case 4),7=166(load case 6),2=355(load case 9),6=355(load case 10),8=248(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=66,2-3=-141,3-4=-80,4-5=-80,5-6=-141,6-7=66 BOT CHORD 2-8=80,6-8=80 WEBS 4-8=-124 NOTES (10-11) 1)Unbalanced roof live loads have been considered for this design. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)All bearings are assumed to be SYP No.2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 Ib uplift at joint 1,135 Ib uplift at joint 7,470 Ib uplift at joint 2,452 Ib uplift at joint 6 and 131 Ib uplift at joint 8. 9)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 10)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 11)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-81, 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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard [Job Truss Truss Type 10ry Ply i SPENCER RESIDENCE 0503767 ICAP09 PIGGYBACK 3 1 Job Reference(optional) _ 20-7-0 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:40:15 2006 Paget - -6-0 - 4-7-0 9-1-15 .6-0 4-7-0 4-6-15 S—=1 15.1 4.5 M1120- 3 700117- , sTi / I 4 2 \ 5 20 2x4 M1120= 2.4 M11201' 2x4 M1120= — — -- - 9-1-15 _ 9-1-15 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) n/a n/a 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:30 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP N0 .2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (ib/size) 1=-122/9-1-15,5=-122/9-1-15,2=321/9-1-15,4=321/9-1-15,6=301/9-1-15 Max Horzl=-144(load case 3) Max Upliftl=-142(load case 9),5=-142(load case 10),2=-448(load case 5),4=-430(load case 6),6=-216(load case 5) Max Gravl=240(load case 4),5=187(load case 6),2=344(load case 9),4=344(load case 10),6=301(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=70,2-3=-83.3-4=-83,4-5=70 BOT CHORD 2-6=29,4-6=29 WEBS 3-6=-177 NOTES (9-10) 1)Unbalanced roof live loads have been considered for this design. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)All bearings are assumed to be SYP No.2 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 142 Ib uplift at joint 1,142 Ib uplift at joint 5,448 Ib uplift at joint 2,430 Ib uplift at joint 4 and 216 Ib uplift at joint 6. 8)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 9)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 10)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard l- I � Job _-- - Truss Truss City Ply SPENCER RESIDENCE- 10503767 CJ73 ROOF TRUSS 2 1 11-9-12�' _ l Job Reference(optional) 10-1-2 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:40:18 20061 Ba�e21 -2-1-7 -- _ - 4-2-15 2-1-7 4-2-15 4 4.95 12 5 T, 2 \ / 2.M1120- 11-9-12 10-1-2 10-1-2 4-2-15 4-2-15 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/def! L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.01 2-4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.01 2-4 >999 180 1 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins. [Pj BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=60/Mechanical,2=320/0-8-8,4=48/Mechanical Max Horz2=268(load case 4) Max Uplift3=-104(load case 5),2=-389(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=44,2-5=-6l,3-5=l6 BOT CHORD 2-6=0,4-6=0 NOTES (7-8) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 3 and 389 Ib uplift at joint 2. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)56 Ib down at 1-6-12,and 56 Ib down at 1-6-12 on top chord,and 16 Ib up at 1-6-12,and 16 Ib up at 1-6-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-81, 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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,2-4=-30 Concentrated Loads(lb) Vert:6=31(F=16,B=16) 0503767---- - ---- CJ75 - ROOF TRUSS -- -- l2-y — y.--_1 Job Reference(optional) Job Truss TrussT a Qt PI SPENCER RESIDENCE 12 9-1-2 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:40:22 2006 PAJM 12 -2-1-7 3-8-11 7-0-14 2-1-7 3-8-11 3-4-3 3 S. 55 i� III � fi 9 4.95112 i TI 5 2 111 / B1 4 / � I / ✓ WHIM= ] 8 4x54 9-1-2 9-1-2 3-8-11 - 3-8-11 3-4-3 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) -0.11 2-4 >714 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.19 2-4 >422 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC20041TPI2002 (Matrix) Weight:25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=152/Mechanical,2=416/0-5-11,4=109/Mechanical Max Horz2=385(load case 4) Max Uplift3=-311(load case 4),2=-444(load case 4),4=-11(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=44,2-5=-79,5-6=-0,3-6=46 BOT CHORD 2-7=0,7-8=0,4-8=0 NOTES (7-9) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 311 Ib uplift at joint 3,444 Ib uplift at joint 2 and 11 ib uplift at joint 4. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)56 lb up at 44-12,56 lb up at 4-4-12,and 56 lb down at 1-6-12,and 56 Ib down at 1-6-12 on top chord,and 16 Ib up at 1-6-12,16 Ib up at 1-6-12,and 12 Ib down at 4-4-12,and 12 Ib down at 4-4-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. 9)Use SIMPSON LS30 at joint#3 to attach jack truss to girder. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,2-4=-30 Concentrated Loads(lb) Vert:6=14(F=7,8=7)7=31(F=16,6=16)8=-24(F=-12,B=-12) j iJob - - -- Truss -- - -- Truss Type - Qty -- (Ply -- SPENCERRESIDENCE - ---- ---- -_---- -- -- 0503767 I CJ77 ROOF TRUSS 2 1 _- Job Reference(optional) 24-7-9 20-7-0 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:40:26 2006 PMJ-0 -2-1-7 - - 5-1-10 1 - 9-10-13 2-1-7 5-1-10 4-9-2 4 lo / 3.4 M1120, 3 495 12 =� W2 1 2j / - Bi -- -- 11 12 ] 13 6 5 1 1 2.4 M112D 11 3.4 MII / V-V 20-7 MII20- 200-7--7- 0 5-1-10 9-10-1 9-1P-13 5-1-10 4-8-6 0-0-12 LOADING(psf) III SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.06 6-7 >999 240 M1120 249/190 TCDL 7.0 ! Lumber Increase 1.25 BC 0.44 Vert(TL) -0.09 6-7 >999 180 1 BCLL 10.0 Rep Stress Incr NO - WB 0.34 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:44 Ib -- — --L- - - - - LUMBER - --- BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=145/Mechanical,2=583/0-5-11,5=388/Mechanical Max Horz 2=501(load case 4) Max Uplift4=-302(load case 4),2=-604(load case 4),5=-367(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=44,2-8=-770,8-9=-680,3-9=-680,3-10=-86,4-10=46 BOT CHORD 2-11=662,11-12=662,7-12=662,7-13=662,6-13=662,5-6=0 WEBS 3-7=251,3-6=-734 NOTES (7-9) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 302 Ib uplift at joint 4,604 Ib uplift at joint 2 and 367 Ib uplift at joint 5. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)56 Ib up at 4-4-12,56 Ib up at 4-4-12,59 Ib down and 169 Ib up at 7-2-11,59 Ib down and 169 Ib up at 7-2-11,and 56 Ib down at 1-6-12,and 56 Ib down at 1-6-12 on top chord,and 16 Ib up at 1-6-12,16 lb up at 1-6-12,12 Ib down at 4-4-12,12 Ib down at 4-4-12,and 42 Ib down at 7-2-11,and 42 lb down at 7-2-11 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. 9)Use SIMPSON LS30 at joint#4/5 to attach jack truss to girder. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,2-5=-30 Concentrated Loads(lb) Vert:9=14(F=7,B=7)10=-117(F=-59,B=-59)11=31(F=16,B=16)12=-24(F=-12,B=-12)13=-84(F=-42,B=-42) Job - Truss _ - Truss Type - - Qty Ply SPENCER RESIDENCE 0503767 J01 ROOF TRUSS 20-7-0 �1 - 1 Iii 21-9-13 Job Reference(optional) - 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue tep1 -16:40:30 2006 Page 1 1 2 3 -1-6-8 _ _ 3.4M1120- _ 1-11-8 1-6-8 1-11-8 \Iy/� Scale=1:7 6 TI I I V� VII W1 \\ W2 I \ I \ I \ / / 3x1 W20- 20 0- - s 21-9-13 20-7-0 - 1-10-12 _ - — -- 1-11-8 1-10-12 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.00 6 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 1 BC 0.02 Vert(TL) -0.00 6 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 3 We n/a BCDL 5.0 . Code FBC2004/TP12002 (Matrix) Weight:12 Ib I LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 6=209/0-3-8,4=27/Mechanical,3=6/Mechanical Max Horz6=78(load case 4) Max Uplift6=-327(load case 3),4=-21(load case 4),3=-63(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 2-6=-182,1-2=0,2-3=0 BOT CHORD 5-6=0,4-5=0 WEBS 2-5=0 NOTES (6-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Provide adequate drainage to prevent water ponding. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)All bearings are assumed to be SYP No.2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 327 Ib uplift at joint 6,21 Ib uplift at joint 4 and 63 Ib uplift at joint 3. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job - Truss Truss Type - Qty Ply -]SPENCERRESIDENCE - 10503767 J02 ROOF TRUSS -- 1 11 f 20-7-0 Job Refe A tod naq 6.200 a Jul 13 2005M1'IplsWc ustries,Inc. Tue Feb 14 06:40:33 2006 Page 1 -1-6-8 z 3.4 M=-.__ 1-11-8 3_ -, 1-6-8 1-11-8 T1 - -\11 _ I 20 _ 35 M112&23_1 1-13 20-7-0 2 Mn201 1-10-1 1-11-8 1-10-13 0-0711 LOADING(psf) SPACING 2-0-0 j CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.00 6 >999 240 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.00 6 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC20041TPI2002 (Matrix) Weight:15 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end [P) BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (Ib/size) 6=209/0-3-8,4=27/Mechanical,3=6/Mechanical Max Horz6=152(load case 4) Max Uplift6=-337(load case 3),4=-96(load case 4),3=-63(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 2-6=-182,1-2=0,2-3=0 BOT CHORD 5-6=-0,4-5=0 WEBS 2-5=0 NOTES (6-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Provide adequate drainage to prevent water ponding. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)All bearings are assumed to be SYP No.2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 337 Ib uplift at joint 6,96 Ib uplift at joint 4 and 63 Ib uplift at joint 3. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional Instructions accompanying this truss drawing,including BCSI-Bt, 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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job - - Truss- - - lTruss Type Ot PI SPENCER RESIDENCE - 0503767 J03 - ROOF TRUSS I1 y y 1 L 20-7-0 _ -- -6200 e.F ] OS MiTektllndustries,Inc. Tue Feb 14 06:40:372006 Pagel 4x5 MI120- — -1-6-8 2aEb.1A2o1 { 1-11-8 1-6-8 0-5-t 1-6-0 2 Scale=1:,6.5 TP I 7.00,2 Tj it I I W2 W1 I 20 24-1-13 — 7 `L0-7-02.4 2.4 M112011 1-10-11 1-11-8 0-5-8 1-5-3 0-0-13 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) -0.01 6-7 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.01 6-7 >999 180 BCLL 10.0 Rep Stress Incr YES 1 WB 0.19 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) — - - Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 8=240/0-3-8,6=-27/Mechanical,4=32/Mechanical Max Horz8=99(load case 4),4=263(load case 5) Max Uplift8=-483(load case 5),6=-27(load case 1),4=-92(load case 3) Max Grav8=240(load case 1),6=181(load case 5),4=50(load case 10) FORCES (lb)-First Load Case Only TOP CHORD 2-8=-371,1-2=48,2-3=-146,3-4=-9,4-5=0 BOT CHORD 7-8=-9,6-7=0 WEBS 3-7=212 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)-1-6-14 to 2-0-0 zone;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 483 Ib uplift at joint 8,27 Ib uplift at joint 6 and 92 lb uplift at joint 4. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-B1, should be used in conjunction with the architectural and structural plans during installation. If BCSI 61 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply SPENCER RESIDENCE 0503767 1JO4 ROOF TRUSS 2 1 Job Reference(optional) 32-1-8 30-0-5 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue-Feb 14 06:40:41 2gffilfage 1 -1-6-0 5-0-0 - -- 3 1-6-0 5-0-0 qq ,zBI -- 4 I _ o ---- - c o 2.0012 32-1-8 30 30-10-1 - - -- - 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.03 2-4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.05 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 ', Code FBC2004/TP12002 (Matrix) Weight:181b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=113/Mechanical,2=309/0-3-8,4=72/Mechanical Max Horz2=275(load case 5) Max Uplift3=-231(load case 5),2=-361(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-3=35 BOT CHORD 2-4=9 NOTES (6-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf,BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 231 Ib uplift at joint 3 and 361 Ib uplift at joint 2. 5)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard -- - —_ Job Truss --- 1Truss-Type _- Qty— IPly 'SPENCER RESIDENCE --- 0503767 I J05 ROOF TRUSS 1 1 i _ - __ Job Reference(optional)___ 22-9-7 20-7-0 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:40:45�PWJbage 1 -1-6-0 3-8-0 7-0-0 1 1-6-0 3-8-0 3-4-0 Scale=1.15.4 4,8 MII20- 3 4 T2 / j W1 \ 2 zaalis / it T1 ISI I � \ 2 BI L 2x4 M11201' _. -.-... _.. - 3.4 M1120= 7 8 5 1 2x4 M820= 22-9-7 20-7-0 20-7-0 3-8-0 6-11-4 7-R-0 3-8-0 3-3-4 0-0-12 Plate Offsets(X,Y):[3:0-5-8,0-2-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.01 6-7 >999 240 M1120 249/190 TCDL 7.0 iLumber Increase 1.25 BC 0.14 Vert(TL) 0.01 6-7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.11 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC2004fTPl2002 (Matrix) Weight:32 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=71/Mechanical,2=390/0-3-8,5=203/Mechanical Max Horz2=314(load case 5) Max Uplift4=-156(load case 3),2=-434(load case 5),5=-159(load case 5) Max Grav4=76(load case 10),2=390(load case 1),5=203(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=42,2-3=-334,3-4=0 BOT CHORD 2-7=242,6-7=250,5-6=0 WEBS 3-7=129,3-6=-309 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 Ib uplift at joint 4,434 Ib uplift at joint 2 and 159 Ib uplift at joint 5. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnoiogy Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard -- - - - - -Job lTruss Truss Type Qty Ply SPENCER RESIDENCE -- ----- 0503767 J06 (ROOF TRUSS 1 1 I -_ Job Reference(optional)_ -23-11-8- - 20-7-0 6.200 a-Jul 13 2005 MiTek Industries,Inc. THE-pJV 4 06:40:49 2006 Page 1 -1-6-0 5-8-0 -- - 7-0-0 1-6-0 5-8-0 1-4-0 Scale=1'.19.1 4,5 M1120- 3 41 T2 _ III Wt 7.00112 / 2 2x4 Mn2011 23-11-8 20-7171'zo- 20-7-0 5-8-0- -- 6-11-5 7-9-0 5-8-0 1-3-5 0-0-11 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.31 2-6 >263 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.25 2-6 >320 180 BCLL 10.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.11 4 n/a n/a BCDL 5.0 Code FBC2004/TP12002 i (Matrix) Weight:301b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=92/Mechanical,2=390/0-3-8,5=181/Mechanical Max Horz2=430(load case 5) Max Uplift4=-76(load case 3),2=-402(load case 5),5=-291(load case 5) Max Grav4=98(load case 10),2=390(load case 1),5=181(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=42,2-3=44,3-4=1 BOT CHORD 2-6=4,5-6=0 WEBS 3-6=-97 NOTES (7-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 76 lb uplift at joint 4,402 lb uplift at joint 2 and 291 Ib uplift at joint 5. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,Including BCSI-81, 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 component pictured on this page,please contact Apex Technology for a free copy. 9)Use SIMPSON LS30at joint#5 to attach jack truss to girder. LOAD CASE(S)Standard Job TTruss �Tniss Type Oty Ply iSPENCERRESIDENCE9-7-8 0503767 J71 ROOF TRUSS 12 1 _,Job Reference(optional) 9-1-2 6.200 a Jul 13 2005 MiTek Industries,gq-due Feb 14 06:40:53 2006 Page 1 3 --1-6-0 -- 1-6-0 1-0-0 Scale=1.6 B z II 00112 / Bt T1 1 / 2xd MI120- 9-7-8 9-1-2 9-1-2 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.28 Vert(LL) -0.00 2 >999 240 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=199/0-3-8,4=14/Mechanical,3=-46/Mechanical Max Horz2=156(load case 5) Max Uplift2=-356(load case 5),3=-46(load case 1) Max Grav2=199(load case 1),4=14(load case 1),3=112(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=41,2-3=-53 BOT CHORD 2-4=0 NOTES (5-6) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 356 Ib uplift at joint 2 and 46 lb uplift at joint 3. 5)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard fJob Truss Truss Type --- - - I Qty- -Ply i SPENCER RESIDENCE - - - 10503767 J73 -I ROOF TRUSS 12 1 Job Reference(optional) 10-9-8 9-1-2 6.200 a Jul 13 2005 MiTek Industries,Inc.g-uRteb 14 06:40:57 2006 Page 1 ---1-6-0 - _3-0-0_ - 3 1-6-0 3-0-0 I' 700112 t, / i B, / a 2,4 M1120— 10-9-8 9-1-2 9-1-2 I - 3-0-0 -- -- - - - - -- 3-0-0 LOADING s SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.00 2-4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 I BC 0.06 Vert(TL) -0.01 2-4 >999 180 BCLL 10.0 Rep Stress Incr YESWB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:12 Ib - - — --L LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. [Pj BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=47/Mechanical,2=239/0-3-8,4=42/Mechanical Max Horz2=269(load case 5) Max Uplift3=-115(load case 5),2=-302(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=42,2-3=-55 BOT CHORD 2-4=0 NOTES (5-6) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 Ib uplift at joint 3 and 302 Ib uplift at joint 2. 5)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-81, 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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job ITruss Truss Type - Qty Ply SPENCER RESIDENCE 0503767 J75 ROOF TRUSS 8 1 -- -- - - Job Reference(optional) 11-11-8 9_1_2 6.200-eJul 132005MiTekIndustries,Inc. Tgef_9b1406:41:012006 Pagel -1-6-0 - 5-0-0 1-6-0 5-0-0 3 9cab-1 156 7.00 12 11 / 2 d Y 61 / 4 1 11-11-8 20 M1120- 9_1-2 II20-9-1-2 9-1-2 5-0-0 _ 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.03 2 4 >999 240 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.05 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=113/Mechanical,2=311/0-3-8,4=72/Mechanical Max Horz2=386(load case 5) Max Uplift3=-269(load case 5),2=-325(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=42,2-3=45 BOT CHORD 2-4=0 NOTES (5-6) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 269 Ib uplift at joint 3 and 325 Ib uplift at joint 2. 5)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job - - iTruss �ROOFTRIJSS TrussType - - - Qty - lPly SPENCER RESIDENCE -- 0503767 J77 25 1 1 Job Reference(optional)- 24-7-6 20-7-0 6.200 eJul 13 2005 MiTek Industries,Inc. T2of*04 06:41:05 2006 Page 1 -1-6-0 7-0-0 1-6-0 7-0-0 4 I^\ Scale=1:200 V 2x4'11201 / H 7.00112 3 Bi - 1 6 5 20-74)M1120 i 3x4'112 034-7-6 20-7-0 7-0-0 7-0-0 Plate Offsets(X Y):[2:0-2-4,0-1-81,[3,0-0-00-0-0]LOADING(psf) SPACING 2-0-0 CSI DEFL in NO I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.07 2-6 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.13 2-6 >649 180 BCLL 10.0 li Rep Stress Incr YES WB 0.12 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:31 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [Pj BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=75/Mechanical,2=390/0-3-8,5=199/Mechanical Max Horz2=502(load case 5) Max UpIiA4=-186(load case 5),2=-365(load case 5),5=-199(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=42,2-3=-254,3-4=28 BOT CHORD 2-6=203,5-6=0 WEBS 3-6=-236 NOTES (5-6) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 186 Ib uplift at joint 4,365 Ib uplift at joint 2 and 199 lb uplift at joint 5. 5)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-61, 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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job i russType -- _. -..- --- Truss TQty ply TSPENCER RESIDENCE 0503767 I T01 ROOF TRUSS �1 1 1 -- -- ---- - I -- -. _ __ _-_Job Reference(optional) 9-1-2 6.200 a Jul 13 2005 MiTek Industries,-_ — Inc. Tue Feb 14 06:41:09 2006 a 3-6-0 3-6-0 - 3-6-0 s e�:,",• 4.5 M1120- 2 )00 r12 T W1 \ ry I / 81 3110 M1120H i 3.10 M1120Hl 2x4 M112011 4 9-1-2 9-1-2 3-6-0 � — I 3-6-0 3-6-0 Plate Offsets(X Y) 11 0-8-3 Edge] (3 0-2-3 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.01 1 4 >999 240 MI120 249/190 TCDL 7.0 Lumberincrease 1.25 BC 0.14 Vert(TL) 0.01 1-4 >999 180 Mt120H 187/143 BCLL 10.0 Rep Stress Incr NO I WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:23 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P) BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=282/Mechanical,3=282/Mechanical Max Horz1=101(load case 4) Max Upliftl=-261(load case 5),3=-261(load case 6) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=-405,2-3=-405 BOT CHORD 1-4=328,3-4=328 WEBS 24=131 NOTES (8-10) 1)Unbalanced roof live loads have been considered for this design. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)All plates are MT20 plates unless otherwise indicated. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Gable studs spaced at 2-0-0 oc. 6)All bearings are assumed to be SYP No.2 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 261 Ib uplift at joint 1 and 261 Ib uplift at joint 3. 8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. 10)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard (Job i Truss-- Truss Type Qty Ply (SPENCER RESIDENCE - 0503767 T02 — I ROOF TRUSS 1 1 -- ------ -- _ I Job Referenceloptional)-_ 9-1-2 - - 6.200 a Jul 13 2005 M1Tek Industries,Inc. Tue Feb 14 Ot4lly 2006 Page 1 3-6-0 3-6-0 3-6-0 4.5 M1120— `Vale=1'.13.8 2 7.00112TI � \ W1 \ T1 1 / 3 i P 61 h 2x4 M112011 4 9 1 4 M1120- 2.4 MII209-1-2- 3-670 _ 7-0-0 3-6-0 3-6-0 Plate Offsets(X,Y): LOADING(psf) SPACING2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) 0.01 1-4 >999 240 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) 0.01 1-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:26 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [p] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=289/Mechanical,3=289/Mechanical Max Horz 1=-121(load case 3) Max Upliftl=-266(load case 5),3=-266(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-380,2-3=-380 BOT CHORD 1-4=291,3-4=291 WEBS 2-4=136 NOTES (6-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)All bearings are assumed to be SYP No.2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 266 Ib uplift at joint 1 and 266 Ib uplift at joint 3. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. 8)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard -- - Cjob iTruss Truss Type Qty Ply SPENCER RESIDENCE 0503767 �T 03 ROOF TRUSS Job Reference(optional) 9-1-2 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb tjtl)6�t1:16 2006 Page 1 7-0-0 1 1 7-0-0 4X5 M1120I Scale=1'.14.3 2 1 5X8 MUM- F T1 — \ yp W1 W1 \\ 3 4 9-1-2 3X4 MII209-1-2 2.4M1120 I 7-0-0-- — 7-0-0 Plate Offsets(X,Y):[2:Edge,0-3-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 i TC 0.69 Vert(LL) -0.04 3-4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.06 3-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:37 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [Pj BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=282/Mechanical,3=282/Mechanical Max Uplift4=-286(load case 3),3=-286(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-4=-181,1-2=-117,2-3=-181 BOT CHORD 3.4=117 WEBS 1-3=-1 NOTES (6-8) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Extedor(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Provide adequate drainage to prevent water ponding. 3)This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)All bearings are assumed to be SYP No.2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 286 Ib uplift at joint 4 and 286 Ib uplift at joint 3. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. 8)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard IJob-- --- - Truss Truss Type Qty Ply SPENCER RESIDENCE 110503767 T04 ROOF TRUSS 12 1 t j I Job Reference(optional) ---- --- - - 9-1-2 6.200 a Jul 13 2005 MiTek Industries,Inc. TgeFrib 14 06:41:20 2006 Page 1 5-0-0 — ----294 Muga 1 1-6-0 5-0-0 Scale:1:,5.6 W1 r.00)T /j 2 BI 6 6 4 1 3x4 M1120- 2x4 M11201 9-1-2 9-1-2 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.43 Vert(LL) 0.04 2-4 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.06 2-4 >957 180 BCLL 10.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) 1 Weight:27 Ib — - - LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. [P] BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=785/0-3-8,4=496/Mechanical Max Horz2=382(load case 4) Max Uplift2=-667(load case 4),4=-485(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=45,2-3=43 BOT CHORD 2-5=-0,5-6=0,4-6=-0 WEBS 3-4=-110 NOTES (7-9) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf,BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 667 Ib uplift at joint 2 and 485 to uplift at joint 4. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)282 Ib down and 187 Ib up at 0-1-12,and 259 Ib down and 1961b up at 2-0-12,and 2521b down and 196 Ib up at 4-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,R.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including SCSI-81, 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 component pictured on this page,please contact Apex Technology for a free copy. 9)Use SIMPSON HUS26 to attach truss to girder. LOAD CASES)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pd) Vert:1-3=-54,213=-30 Concentrated Loads(lb) Vert:2=-282(8)5=-259(8)6=-252(B) Job (Truss Truss Type - Qty Ply —SPENCER RESIDENCE 0503767 T05 ROOF TRUSS - 1 1 Job Reference(optional) ---- I---- 9-1-2 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:41.,f-422006 Page 1 1-6-0 5-0-0 7-5-4 9-0-9 12-11-7 14-6-12 17-0-0 22-0-0 23-6-0 1-6-0 5-0-0 2-5-4 1-7-5 3-10-13 1-7-5 2-5-4 5-0-0 1-6-0 sek=1424 6.12 M1120Hi 6.12 M1120Hl 4.8 M1120— 2x4 M11201 3.8 M1120- 3,4 M1120- 3 18 4 5 6 7 19 6 7.00.12 I V;l N� 3 w1 �3 Wt 2 IVJ1 2 _ 1 1 10 13 12 21 11 0 17 20 16 15 14 4x8 M112 4x8 M1120 4x5 M1120- 2.M112611 3.8 WIN- 6.8 M1120- 2x4M112',1 3,4 M1120- 4x5 M1120— 9-1-2 9-1-2 5-0-0 7-5-4 9-0-9 12-11-7 14-6-12 17-070 _____22-0-0 5-0-0 2-5-4 1-7-5 3-10-13 1-7-5 2-5-4 5-0-0 Plate Offsets(X Y):[2:0.4-0 0-1-11] [3:0-8-8 0-2-0j [8:0-8-8 0-2-0] [9:0-4-0 0-10-1-1_1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.34 13-15 >773 240 j, M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.36 13-15 >719 180 M1120H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.10 9 n/a n/a BCDL 5.0 Code FBC20041TPI2002 (Matrix) Weight:139 It, LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-10 oc purlins. [P] BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-6-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2579/0-3-8,9=2579/0-3-8 Max Horz 2=-1 76(load case 2) Max Uplift2=-2380(load case 4),9=-2367(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=45,2-3=-4508,3-18=-3910,4-18=-3910,4-5=-5308,5-6=-5308,6-7=-5128,7-19=-3912,8-19=-3913,8-9=-4511,9-10=45 BOT CHORD 2-17=3818,17-20=5132,16-20=5132,15-16=5132,14-15=5328,13-14=5328,12-13=5328,12-21=5128,11-21=5128,9-11=3820 WEBS 3-17=1827,5-15=-183,6-15=-25,6-13=175,8-11=1828,4-16=461,4-17=-1972,4-15=362,7-12=779,6-12=-413,7-11=-1961 NOTES (10-11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf,BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)All bearings are assumed to be SYP No.2 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2380 Ib uplift at joint 2 and 2367 Ib uplift at joint 9. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)157 Ib down and 355 Ib up at 5-0-0,59 Ib down and 169 lb up at 6-6-12,731 Ib down and 532 Ib up at 7-5-4,731 Ib down and 532 Ib up at 14-6-12,and 59 lb down and 169 Ib up at 15-5-4,and 197 Ib down and 355 Ib up at 17-0-0 on top chord,and 120 Ib down and 9 Ib up at 5-0-0,42 It,down at 6-6-12,466 Ib down and 426 lb up at 7-5-4, 466 lb down and 426 Ib up at 14-6-12,and 42 Ib down at 15-5-4,and 120 Ib down and 9 Ib up at 16-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 11)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-131, 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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-8=-54,8-10=-54,2-9=-30 Concentrated Loads(lb) Vert:3=-157(F)8=-157(F)17=-120(F)11=-120(F)4=-731(F)16=-466(F)7=-731(F)12=-466(F)18=-59(F)19=-59(F)20=-42(F)21=-42(F) -- -- -_ - - - - Job (Truss TrussType _ City --iPly iSPENCER RESIDENCE '. 10503767 T06 ROOF TRUSS 2 1 1 ---- ---- --- -_- _. ,Job Reference(optional) 10-1-2 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:41:28 2"-fige 1 _-1_-6-0 3-0-0 6-6-0 1-6-0 3-0-0 3-6-0 Scale=1'.13.9 4,8 M1120- 2x4 M11201' 3 7 4 / w, \ W1 00112 T, I � i I 2x4 M112011 6 8 5 , 2x4 M1120= 10-1-2 3x4 M1120= 10-1-2 3-0-0 6-6-0 300 360 -- Plate Offsets(X,Y): 2[ .0-0-0 0-0-01 [3:0-5-8,0-2-01,[4:0-0-0 0-0-01 -- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) 0.01 6 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.01 5-6 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.06 Horz(TL) -0.00 5 n/a We BCDL 5.0 Code FBC2004frP12002 (Matrix) Weight:32 Ib __ _-- - - -----.- _-__-----_..----- -_..----- —__._ --_. LUMBER BRACING _- -- TOP CHORD 2 X 4 SYP N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 5=260/Mechanical,2=384/0-5-8 Max Horz2=275(load case 4) Max Uplift5=-283(load case 3),2=-467(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=42,2-3=-325,3-7=-43,4-7=-43,4-5=-88 BOT CHORD 2-6=236,6-8=245,5-8=245 WEBS 3-6=109,3-5=-230 NOTES (8-10) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide adequate drainage to prevent water ponding. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)All bearings are assumed to be SYP No.2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 283 Ib uplift at joint 5 and 467 Ib uplift at joint 2. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)89 Ib up at 3-0-0,and 56 Ib up at 5-1-13 on top chord,and 30 Ib down at 3-0-0,and 12 Ib down at 5-1-13 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-B1, should be used in conjunction with the architectural and structural plans during installation. If SCSI B1 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 10)Use SIMPSON HUS26 to attach truss to flush beam, LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pi Vert:1-3=-54,3-4=-54,2-5=-30 Concentrated Loads(Ib) Vert:3=2(B)6=-30(B)7=7(B)8=-12(B) [Job ]Truss �TrussType ]Qty PIy SPENCER RESIDENCE 0503767IT07 ROOFTRUSS 21 f Job Reference(optional) 10-1-2 6.200 a Jul 13 2005 MiTek Industries,Inc. TqDFf1214 06:41:312006 Page 1 -- r- - 6-6-0 1.6:0 -_ _ 5-0-0 1-6-0 4x5 MII20- 2x4 M1120 1 4 3 i- T2 W W2 7.00 T, 2 Bi 5 1 10_i! uzo- 415M14V1-2 5-0-0- - 6-6-0 5-0-0 1-6-0 Plate Offsets(X Yp[2'0-0 8 0-0-61 -- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 i TC 0.33 Vert(LL) -0.04 2-5 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) -0.06 2-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.12 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) l Weight:32 lb -___._-.------- LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 5=243/Mechanical,2=369/0-5-8 Max Horz2=391(load case 5) Max Uplift5=-272(load case 5),2=-398(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=42,2-3=-1g2,3-4=-34,4-5=26 BOT CHORD 2-5=111 WEBS 3-5=-189 NOTES (6-8) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Provide adequate drainage to prevent water ponding. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)All bearings are assumed to be SYP No.2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 272 Ib uplift at joint 5 and 398 Ib uplift at joint 2. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.B21.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. 8)Use SIMPSON HUS26 to attach truss to flush beam. LOAD CASE(S)Standard - Job--- _-- - ---- Truss Truss Type Qty PIY- - Y - - - --JiSPENCER RESIDENCE -- -- 0503767 T08 - ROOF TRUSS I6 1 Job Reference(optional) _ I -- 10-1-2 6.200 a Jul 13 2005 MiTek Industrie1dDF.2rue Feb 14 06:41:352006 Page 1 -1-6-0 -6-6-0 1-6-0 6-6-0 style=,sa.T 2,4 W1201, 3 /X wi T D0',12 / // II �j 2 B1 4 1 10-1r-71120— 2x1042 6-6-0 - - -- 6-6-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) DA2 2-4 >637 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.14 2-4 >520 180 BCLL 10.0 BC5.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 n/a n/a Weight:29 Ib Code FBC2004fTP12002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No-2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=369/0-5.8,4=243/Mechanical Max Horz2=468(load case 5) Max Uplift2=-359(load case 5),4=-343(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=42,2-3=60 BOT CHORD 2-4=0 WEBS 3-4=-147 NOTES (5-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 359 Ib uplift at joint 2 and 343 lb uplift at joint 4. 5)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Ft.32224-904.621.5200 6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. 7)Use SIMPSON HUS26 to attach truss to flush beam. LOAD CASE(S)Standard Job Truss Truss Type Qty lPly - SPENCER RESIDENCE 0503767 I T09 ROOF TRUSS 1- 1 J Job Reference(optional) 20-7-0 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:41:39 2FJLfge 1 -1-6-0 r- 1 8 0 - - 6-9-8 --— 1 1-6-0 1-8-0 5-1-8 S.I.=1 14s 4.8 M1120- 3x4 M1120 1 4 3 T2 Wt W1 7M W1 I 7.00f12 -- --- - 17 / B1 2-M1120 11 -\-- V 8 - 1 30 M1120 i 4K5 M1120= 20-7-0 20-7-0 - - 1-8-4 6-9-8 - 1-8-0 5-1-8 Plate Offsets(X Y) (20 2 4 0 1 8] [3'0-5-8 0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.01 5-6 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.02 5-6 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 i Code FBC2004ITP12002 (Matrix) Weight:32 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end (P) BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing. REACTIONS (ib/size) 5=261/0-3-8,2=378/0-3-8 Max Horz2=198(load case 5) Max Uplift5=-312(load case 3),2=-424(load case 5) Max Grav5=263(load case 10),2=378(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=42,2-3=-411,3-4=-181,4-5=-143 BOT CHORD 2-6=334,5-6=343 WEBS 3-6=68,3-5=-166 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf,BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 312 lb uplift at joint 5 and 424 lb uplift at joint 2. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-Bt, should be used in conjunction with the architectural and structural plans during installation. If BCSI Bt has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard - Job - Trus __.-. -_ _. -_ITruss Type - Qty Ply -.ISPENCERRESIDENCE 0503767 T10 ROOF TRUSS 20-7-0 - -- - -- - - - --- - Job Reference(optional) 6.200 e _ 1 1 Jul 13 2005 MiTek Industries,Inc. Tue2ll�p17J6 06:41:43 2006 Page 1 - 4-7-8 9-3-0 4-7-8 4-7-8 S.k-120,8 4,5 MII20= 4 !i 7 .00112 2.4 M112011 1. 3x4 M1120 / 2.4 M 112 13,4 M112D,1 3 'T, 2 5 r ST1 SII ST1 2 / 6 - - T1 9111 2x4 M1120 2x4 M112011 2.4 M1120 11 \2 � IVB/\II 44 W.- \\\��V///// 4,8 MI120= 20-7-0 20-7-0 [ —-- - _ 4-7-8 - 9-3-0-- 4-7-8 4-7-8 Plate Offsets(X Y):[2:0-4-0 0-2-51 [6'0-4-0 0-2-51 _ LOADING(psf) ! SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.11 2-6 >996 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) -0.19 2-6 >579 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) 1 Weight:46 Ib _- - - LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 - -- TOP CHORD Strectl Structural wood sheathing di — - —- - — - - - y applied or 6-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=469/0-3-8,6=469/0-3-8 Max Horz.2=147(load case 4) Max Uplift2=-533(load case 5),6=-533(load case 6) FORCES (ib)-First Load Case Only TOP CHORD 1-2=42,2-3=-395,3-4=-359,4-5=-359,5-6=-395,6-7=42 BOT CHORD 2-6=334 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail' 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Gable studs spaced at 2-0-0 oc. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 533 Ib uplift at joint 2 and 533 Ib uplift at joint 6. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-81, 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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job TrussTruss Type Qty Ply FSPENCER RESIDENCE 0503767 IT11 IROOFTRUSS - - �6 I 1 yJob Reference(optional? 20-7-0 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue�fJ6 06:41:49 2006 Page 1 4-7-8 - - 9-3-0_ _ - 10-9-0 1-6-0 4-7-8 4-7-8 1-6-0 Scale•1.20.8 4x5 M1120- 3 ].00 12 W 1 d T1 1 \ 4 2 �I n I Ig I 1 5 6 1 2.M112011 3H M1120- 3.4 M1120— 20-7-0 20-7-0 4-7-8 - --- - --9-3-0-. - 4-7-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) 0.02 2-6 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.02 2-6 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:39 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=469/0-3-8,4=469/0-3-8 Max Horz2=166(load case 4) Max Uplift2=-530(load case 5),4=-530(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=42,2-3=-453,3-4=-453,4-5=42 BOT CHORD 2-6=336,4-6=336 WEBS 3-6=152 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)All bearings are assumed to be SYP No.2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 530 Ib uplift at joint 2 and 530 Ib uplift at joint 4. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-Bt, 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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job---- - - -- Truss --- -_--- ----TrussType - Qty Ply SPENCER RESIDENCE -_-- -_- - --- 0503767 T12 ---_ -IROOFTRUSS _.11 Z _ Job Reference(optional)- 20-7-0 - 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:41:50 Mq_aage 1- 0-6-12,' -- 4-7-8 - — 9-3-0 - - 0-6-12 4-0-12 4-7-8 4.5 M1120- Scale=1'.16 2 z00�,�z V �\ wt \ /T1 Ti r__- BI 05 MI120- 5 6 4 � 6 20- - 4x12 MII20 r ' 4x5 MII20= i7-0 0-6-12 — 4-7-8 9 3 0 0-6-12 4-0-12 4-7-8 Plate Offsets(X,Y):[1:0-2-4,0-2-0] [3:0-2-4 0-2-01 LOADING(psf) SPACING 2-0-0 i CSI FDFL in (loc) I/deft L/d PLATES GRIPTCLL 20.0 Plates Increase 1.25 TC 0.34 (LL) 0.05 1-4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 (TL) -0.06 1 4 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.66z(TL) 0.01 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) ---- Weight:96 Ib - LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] BOT CHORD 2 X 8 SYP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=5270/0-3-8,3=4092/0-3-8 Max Horz 1=1 50(load case 3) Max Upliftl=-4086(load case 4),3=-2698(load case 5) FORCES (ib)-First Load Case Only TOP CHORD 1-2=-4456,2-3=-4458 BOT CHORD 1-5=3838,5-6=3838,4-6=3838,4-7=3838,7-8=3838,3-8=3838 WEBS 2-4=4098 NOTES (10-11) 1)Special connection required to distribute bottom chord loads equally between all plies. 2)2-ply truss to be connected together with 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 8-4 rows at 0-4-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Unbalanced roof live loads have been considered for this design. 5)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)All bearings are assumed to be SYP No.2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4086 Ib uplift at joint 1 and 2698 Ib uplift at joint 3. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2689 Ib down and 2389 Ib up at 0-6-12,1480 Ib down and 955 Ib up at 2-6-12,1480 Ib down and 907 Ib up at 4-6-12,and 1480 Ib down and 888 Ib up at 6-6-12,and 1480 Ib down and 949 ib up at 8-6-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 11)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-B1, should be used in conjunction with the architectural and structural plans during installation. If BCSI Bt has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,1-3=-30 Concentrated Loads(lb) Vert:4=-1480(F)5=-2689(F)6=-1480(F)7=-1480(F)8=-1480(F) -- --- - Job Truss - � ype TrussTQty l Ply SPENCER RESIDENCE 0503767 IT13 ROOFTRUSS I -- -- _-- ----- - - l 6.200 a Jul 3 2005 MiTektlndus 20-7-0 tries,Inc. Tue Feb-14 06:41:512006 Page i I 5-9-8 5-9-8 Scale=1'.18.3 5 2„4 WIN 11 4 2.4 M112011 / 7 00 F12 W1 3.4 M11201 T 3 / / ST1 2 --- / - N Y B1 _I 1 20-7-0 4r8 M1120- W W20 11 2.4 WIN 5-9-8 — — 5-9-8 Plate Offsets(X Y) [2 0A 0 0-2-5j LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.00 1 n/r 120 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.01 1 n/r 90 BCLL 10.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2004/TP12002 — (Matrix) f,1 Weight 30 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=240/5-9-8,6=32/5-9-8,7=287/5-9-8 Max Horz2=393(load case 5) Max Uplift2=-239(load case 5),6=-70(load case 5),7=-329(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=41,2-3=-44,3-4=49,4-5=-37,5-6=-26 BOT CHORD 2-7=0,6-7=0 WEBS 4-7=-170 NOTES (7-8) 1) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 239 Ib uplift at joint 2,70 Ib uplift at joint 6 and 329 Ib uplift at joint 7. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including SCSI-B1, should be used in conjunction with the architectural and structural plans during installation. If BCSI 81 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job - Truss - Truss Type - Qty Ply 11SPENCER RESIDENCE - 0503767 I T14 ROOF TRUSS 1 1 - - - - _----' ----" ---_--- -- - - --- - -- -- ---- ---- - 6.200 a Jul 3Reference 2005 MiTekl 20-7- 0 Industries, to-fjiy Feb 14 06:41:512006 Page 1 - - 1-6-0 3-1113 - 7-6-0 --- 8-0-01 1-6-0 3-11-13 3-6-3 0-6-0 2x4 M1120- 4 B 4.5 MU20: W3 00112 3 \ \ II �TA r � � W, W2 2 �U.- 6 10 5 1 2x4 M112011 ��::ffRR11,,3x4 YJQ+ -7-O 3-11-13 _ _j 8-0-0 -- 3-11-13 - 4-0-3 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 i TC 0.31 Vert(LL) 0.01 2-6 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) 0.01 2-6 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.13 Horz(TL) -0.01 5 n/a n/a SC 5.0 Code FBC2004/TP12002 (Matrix) Weight:44 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP N0.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 9-4-4 oc bracing. REACTIONS (Ib/size) 5=262/Mechanical,2=359/0-3-8 Max Horz2=552(load case 4) Max Uplift5=-469(load case 4),2=-417(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=42,2-7=-291,3-7=-218,3-8=-70,4-8=32,4-5=-89 BOT CHORD 2-9=214,6-9=214,6-10=214,5-10=214 WEBS 3-6=102,3-5=-234 NOTES (7-9) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 469 Ib uplift at joint 5 and 417 lb uplift at joint 2. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)18 Ib down and 48 Ib up at 2-0-12,and 18 Ib down and 48 Ib up at 4-0-12,and 58 lb up at 6-0-12 on top chord,and 20 lb up at 2-0-12,and 73 Ib up at 4-0-12,and 13 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including SCSI-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 component pictured on this page,please contact Apex Technology for a free copy. 9)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1.4=-54,2-5=-30 Concentrated Loads(lb) Vert:3=48(B)6=3(B)7=48(8)8=4(B)9=3(B)10=13(8) Job Truss- - �TrussType ]Qty Ply SPENCER RESIDENCE 0503767 T15 ROOF TRUSS 11 1 Job Referencejoptlonal) --- 20-7-0 6.200 a Jul 13 2005 MiTek Industries2 fulq_aue Feb 14 06:41:512006 Page 1 71-6-0---fi 8-0-0 —1-6-0 8-0-0 Scale=1'.24.3 2.4 M1120'.'. 4 J III, I�I Ili 2x4 M112. W2 7.00-12 I 3 I ' I IIS 2 / / — I� a, 5 I 206"20= 3.4 Q&-7-0 8-0-0 8-0-0 Plate Offsets(X Y):[2:0-0-5,0-0-2],13:0-0-0,0-0-01,[4:0-0- 0-0-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.07 2-5 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.12 2-5 >744 180 BCLL 10.0 Rep Stress Incr YES WB 0.13 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:41 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.2*Except* BOT CHORD Rigid ceiling directly applied or 9-3-6 oc bracing. W12X4SYP No.3 REACTIONS (Ib/size) 5=313/Mechanical,2=427/0-3-8 Max Horz2=555(load case 5) Max Uplift5=443(load case 5),2=-386(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=42,2-3=-313,3-4=-102,4-5=-79 BOT CHORD 2-5=246 WEBS 3-5=-240 NOTES (5-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 443 Ib uplift at joint 5 and 386 Ib uplift at joint 2. 5)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-81, 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 component pictured on this page,please contact Apex Technology for a free copy. 7)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard (Job- Truss - 'Truss Type �Qty Ply ' SPENCER RESIDENCE 0503767 715A 20-7-0 ROOF TRUSS 1 6.20 a Jul 3eference 2005 MITek'l�yjrt0s,Inc. Tue Feb 14 06:41:52 2006 Page 1 8-0-0 8-0-0 8cak-1236 3.4 M1120'I 4 3,4 M11201'. 3 1 7.00 r2 W4 T� W3 „y. 4"8 MI120 i ' ,dh % 2 / I I 1 � J 1 -- 4.12011201 - 7 8 8 20- - 3,8 M11201 8,12 M1120— 20-7-0 3Kfl M820 I 8-0-0 _- 8-0-0 Plate Offsets(X Y):12:0-1-4 0-2-0) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl ud PLATES GRIP TCLL 20.0 i Plates Increase 1.25 1 TC 0.34 Vert(LL) 0.05 6-7 >999 240 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.05 6-7 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.28 Horz(TL) -0.01 5 n/a We BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:159 Ib 1 LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end (Pj BOT CHORD 2 X 8 SYP DSS verticals. WEBS 2 X 12 SYP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W42X4SYP No.2D,W22X4SYP No.3 REACTIONS (lblsize) 1=112410-3-8,5=3773/Mechanical Max Horz1=436(load case 5) Max Upliftl=-1018(load case 5),5=-3956(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-2259,2-3=-283,3-4=321,4-5=-898 BOT CHORD 1-7=1975,6-7=1975,5-6=153 WEBS 2-7=1272,3-6=928,2-6=-1921 NOTES (8-10) 1)2-ply truss to be connected together with 1 Od Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc,2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 8-2 rows at 0-9-0 oc. Webs connected as follows:2 X 12-2 rows at 0-9-0 oc,2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1018 ib uplift at joint 1 and 3956 Ib uplift at joint 5. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)750 Ib down and 797 Ib up at 2-10-0,and 3500 Ib down and 3720 lb up at 7-2-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-81, 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 component pictured on this page,please contact Apex Technology for a free copy. 10)Use SIMPSON HGUS412 to attach truss to girder. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,1-5=-30 Concentrated Loads(Ib) Vert:7=-750(F)6=-3500(F) --- -- -- -- -- - - Job Truss Truss Type Qty Ply - I SPENCER RESIDENCE 0503767 Tib ROOF TRUSS 1 2 Job Reference(optional) age t 1--�20-7-0 - 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:41:532909 -1-6-8,-2-5-8-1-- 7-11-12 13-4-4_ 18-8-12 24-1-4 29-7-8 _32-11-12 36-7-8__ 1-6-8 2-5-8 5-6-4 5-4-8 5-4-8 5-4-8 5-6-4 3-4-4 3-7-12 Scale=166.3 8x12 MI120H- 8.12 M1120H- 2x4 M112011 4x8 MI120- 6x12 M1120H- 2x4 MI120 1 4x12 M1120- 700.12 3 4 5 8 7 8 9 1x5 MII20i -_... 4 WQ ..._ W4_=-_I AW M1120,1TS4x5 M11202W/)�W 0 d�NI W7 2 WB W 12 I I I ✓/ � I -- - - d 22 23 21 24 25 20 26 19 18 27 28 29 17 30 31 32 16 15 14 13 10x12 MI120= 4x12M112011 4x5M1120- 6x12M1120- 6x8M1120- 4x8 M1120- 10x12M1120- 4x5M1120- 4x12M1120H,� 3x8 MI12011 4.5M1120 1 3.8 M1120I 7x8 MI120- 20-7-0 20-7-0 2-5-8 7-11-12 13-4-4 18-8-12 24-1-4 29-7-8_------, 32-11-12 _{ 36-7-8__ 2-5-8 5-6-4 5-4-8 5-4-8 5-4-8 5-6-4 3-4-4 3-7-12 Plate Offsets(X Y): [2:0-2-0,0-1-121,[6 0 6 0 Edge] [8:0-3-12,0-2-0],[9:0-10-0.0-4-41,[120-3-12 0-6-8] [15 0-3-12,0-6-01 LOADING(psf) SPACING2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 1 Plates Increase 1.25 1 TC 0.93 Vert(LL) 0.56 15.17 >779 240 1 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.47 15-17 >921 180 M1120H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.96 Horz(TL) -0.11 12 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:643 ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end [P] T1 2 X 4 SYP No.2D verticals. BOT CHORD 2 X 8 SYP DSS BOT CHORD Rigid ceiling directly applied or 5-7-5 oc bracing. WEBS 2 X 4 SYP No.3*Except* WEBS 1 Row at micipt 3-20 W6 2 X 6 SYP No.2,W6 2 X 6 SYP No.2 SLIDER Right 2 X 6 SYP No.2 2-0-5 REACTIONS (Ib/size) 12=5376/0-3-8,22=4894/0-3-8 Max Horz22=-329(load case 2) Max Upliftl2=-5927(load case 3),22=-5698(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=48,2-3=-3002,3-4=-7116,4-5=-7115,5-6=-11944,6-7=-11944,7-8=-11944,8-9=-11814,9-10=-9149,10-11=-8346,11-12=-8408 2-22=-4938 BOT CHORD 22-23=50,21-23=50,21-24=2487,24-25=2487,20-25=2487,20-26=10235,19-26=10235,18-19=10235,18-27=10235,27-28=10235, 28-29=10235,17-29=10235,17-30=11813,30-31=11813,31-32=11813,16-32=1 1 81 3,15-16=1 181 3,14-15=7935,13-14=6859, 12-13=6859 WEBS 3-21=-2470,3-20=5984,4-20=-331,5-20=-4068,5-18=894,5-17=2228,7-17=-355,8-17=156,9-15=5854,9-14=-268,10-14=1334, 10-13=-601,2-21=4135,8-15=-227 NOTES (11-12) 1)2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 8-2 rows at 0-7-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8)All bearings are assumed to be SYP No.2 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5927 lb uplift at joint 12 and 5698 Ib uplift at joint 22. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)232 Ib down and 349 Ib up at 2-0-12,283 Ib down and 329 Ib up at 4-0-12,283 Ib down and 329 Ib up at 6-0-12,283 Ib down and 329 Ib up at 8-0-12,283 Ib down and 329 Ib up at 10-0-12, 283 Ib down and 329 Ib up at 12-0-12,283 Ib down and 329 Ib up at 14-0-12,283 Ib down and 329 Ib up at 16-0-12,283 Ib down and 329 Ib up at 1B-0-12,283 Ib down and 329 Ib up at 20-0-12,283 Ib down and 329 Ib up at 22-0-12,and 283 Ib down and 329 Ib up at 24-0-12,and 3773 lb down and 4623 Ib up at 25-8-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 12)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-131, 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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Continued on page 2 j Job Truss - Truss Type Qty Ply SPENCER RESIDENCE 105037672 ROOF TRUSS �1 2 6.20OO a Jub Reference t 32005 MiTeklndustrles,lnc. Tue Feb 14 06:41:53 2006 Page 2 LOAD CASE(S)Standard Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-9=-54,9-12=-54,12-22=-30 Concentrated Loads(Ib) Vert:19=-263(F)20=-283(F)15=-3773(F)23=-232(F)24=-263(F)25=-283(F)26=-283(F)27=-283(F)28=-283(F)29=-283(F)30=-283(F)31=-283(F)32=-283(F) iJob Truss Truss Type Qty Ply SPENCER RESIDENCE 10503767 T17 ROOF TRUSS 1 1_I JobReference(optional) �6 20-7-0_ -_---_-- - ------ I _---- ----- _- -- ---- -6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06M. - 006 Page 1 39-1-8 19-10-4 27-7-8 32-0-10- 36-5-12 37-7�_ 11-6-8 —4-5-8_ _ 17-9-4 9-42 � 1---- { _. s��,:66, I _ I 7-7-8 7-9-4 4-5-2 4-5-2 1-1-12 1-6-0 6,8 M1120 i 6.8 M1120- 6x8 M1120= 2x4 M112011 4x8 M1120- 3 4 5 6 7 10012 - _. __ __. / -\ 5x5 M1120i 415 MII20� 2 W4 �h' 5 zzw 5 W82W / 4 0 $3 y 4,5 MI12 18 17 16 15 14 13 12 3x8M11201'. 3x4M1120- 5x8 M1120- 314 M1120- 3x8M1120- 3x4M1120- 6x12M1120// 37-7-8 20-7-0 4-5-81 -12-2-12 — _ 19 10-4 - _ _— 27-7-8_ -- —- 36-5-12 - -- k"1-9.. 4-5-8 7-9-4 7-7-8 7-9-4 8-10-4 0-1-12 1-0-0 Plate Offsets(X Y): [10-4-0,0-1-111,[5:0-4-0 Edge],[6:0-3-8 0-3-0] [7:0-1-12,0-3-12] [12:0-8-8,Edae1 [16:0-1-12,0-3-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.28 15-16 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.31 15-16 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.99 Horz(TL) -0.09 12 n/a n/a BCDL 5.0 Code FBC20041TP12002 (Matrix) Weight:231 Ib - - -- - - - LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except` TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc pudins, except end [P] T3 2 X 6 SYP No.2 verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-16,6-16,7-15 REACTIONS (Ib/size) 18=1617/0-3-8,12=1711/0-3-8 Max Horz 18=-448(load case 3) Max Upliftl8=-1629(load case 4),12=-1634(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=48,2-3=-1247,3-4=-2130,4-5=-2130,5-6=-2139,6-7=-2397,7-8=-2091,8-9=-303,9-10=-206,10-11=41,2-18=-1573 BOT CHORD 17-18=-3,16-17=1026,15-16=2396,14-15=1776,13-14=1776,12-13=1709,10-12=200 WEBS 3-17=-587,3-16=1385,4-16=-399,6-16=-335,6-15=-244,7-15=776,7-13=206,8-13=75,8-12=-1886,9-12=-245,2-17=1306 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1629 Ib uplift at joint 18 and 1634 Ib uplift at joint 12. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-131, 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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard IJob -- 'Truss Truss Type - - - City Ply !SPENCER RESIDENCE l --- ---- ------- -__- __–.. ----_. _..� _.1.. 0503766-7-0 LT18— ROOF TRUSS 1 1 ,JobReference(optional) 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 062A6;51Q6006 Page 1- 39-1-8 1-6- 6-5-8 _—_ 12-10-319-2-13 19-2-13 25-7-8 31-0-10 36-5-12 7-7-8 1-6-8 6-5-8 6-4-11 6-4-11 6-4-11 5-5-2 5-5-2 1-1-12 1-6-0 5x8 MII20= 5,8 M1120- 3x4 MII20- 3.8 WIN— 314 MUM- 3 4 5 6 7.00'',12 415 M1120� 4,5 MI120� W1 W6. 5 W \W6 V, B 1 2 it / W6 8.12 M1120// 9 III 18 17 16 15 t4 13 12415M112 3.8 M11201' 3.8 M820= 3x8 M1120= 3.4 M1120= 5.8 M1120= 4x5 M1120= 20-7-0 37-7-8 6-5-8 - - 16-0-8 _- - 25-7-8 - -31-0-10 1- -36_5-12 -�ujj 13 - -- - 6-5-8 9-7-0 9-7-0 5-5-2 5-5-2 0-1-12 1-0-0 Plate Offsets(X Y):12:0-2-0,0: Edpe],[14:0-2-12 0-3-0j LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) -0.24 14-15 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.40 14-15 >999 180 BCLL 10.0 J Rep Stress Incr YES WB 0.91 Horz(TL) -0.08 12 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:230 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-15 oc bracing. WEBS 1 Row at midpt 4-17,6-14,2-17 REACTIONS (Ib/size) 18=1617/0-3-8,12=1711/0-3-8 Max Horz 1 8=-514(load case 3) Max Upliftl8=-1497(load case 4),12=-1590(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=48,2-3=-1443,3-4=-1181,4-5=-1931,5-6=-1931,6-7=-1670,7-8=-2002,8-9=-2157,9-10=-71,10-11=41,2-18=-1536 BOT CHORD 17-18=43,16-17=1779,15-16=1779,14-15=1948,13-14=1795,12-13=99,10-12=99 WEBS 3-17=335,4-17=-904,4-15=370,6-15=-40,6-14=-416,7-14=645,8-14=-154,8-13=-110,9-13=1710,9-12=-1508,2-17=1274 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Extedor(2)zone;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1497 Ib uplift at joint 18 and 1590 Ib uplift at joint 12. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional Instructions accompanying this truss drawing,including BCSI-131, 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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard - ------ - - - Job Truss- - Truss Type - �Oty r Ply SPENCER RESIDENCE 0503767 'IiIT19 �ROOFTRUSS 1 1 Industries, 42 2®06 a 3 e Reference 2005 MiTlk l 6.200 JulJu 20-7-0 stries,Inc. Tue Feb 14 06: -Page 1 , 44-8-0 1-6- 14-0-0 21-7-0 29-2-0 + 42-0-4 4(3-2�0s.1ek177.9 1-6-0 14-0-0 7-7-0 7-7-0 12-10-4 1-1-12 1-6-0 8.12 M1120H1 8.12 MI120H,� 3x8 M112011 4 5 8 7.00 12 5.8 M1120G / 5x8 M1120,1 \W4 W W4 7 3 \ W2 W2\ / 8,12 M1120// .n 101 - - --- 4x5 WIN= 16 15 14 13 12 11 2.4 M112011 5.5 M1120= 3,8 M1120= 5.5 M1120= 5.5 M1120= 415 M1120= 433-2-0 20-7-0 14-0-0 21-7-0 29-2-0 — _-- --42-0-4 14-0-0 7-7-0 7-7-0 12-10-4 0-1-12 1-0-0 Plate Offsets(X Y):13:0-4-0,0-3-41,[4:0-10-12,0-5-81,[6:0-11-0,0-5-121,[7:0-4-0,0-3-01,[8:0-3-8_Edge] [13.,0-2-8,0-3-01,[15:0-2-8,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.30 14-15 >999 240 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.36 14-15 >999 180 1 M1120H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.13 11 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:264 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins. [P] T3 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-8-15 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 4-14,6-14,8-12 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=184910-5-8,11=1940/0-3-8 Max Horz2=-482(load case 3) Max Uplifl2=-1724(load case 5),11=-1792(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=42,2-3=-2972,3-4=-2406,4-5=-2277,5-6=-2277,6-7=-2319,7-8=-2572,8-9=-102,9-10=41 BOT CHORD 2-16=2464,15-16=2468,14-15=2010,13-14=1937,12-13=2150,11-12=133,9-11=133 WEBS 3.15=-542,4-15=490,4-14=391,5-14=-428,6-14=498,6-13=355,7-13=-254,8-12=2032,8-11=-1733,3-16=229,7-12=-66 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)All bearings are assumed to be SYP No.2 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1724 Ib uplift at joint 2 and 1792 Ib uplift at joint 11. 8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard IJob - Truss -- - Truss Type - - - -- Qty -1 Ply- -�I SPENCER RESIDENCE - - - 0503767 T20 ROOF TRUSS i4 1 20-7-0Job 6.200 a Jul 3e2605 M1Tek Industries,Inc. Tue Feb 14 06:426®06 Page 1 g 44-8-0 11-6-9 - 8-2-13 - - 16-0-0 21-7-0- 27-2-0 I -34-7- - - 42-0-4- - 41_--21Os.le1rn9 1-6-0 8-2-13 7-9-3 5-7-0 5-7-0 7-5-2 7-5-2 1-1-12 1-6-0 8%12 M1120W 2x4 M112011 802 MI120H: 5 6 7 r3 - ].00.12 4x5 M1IM 3%10 MI120H�i/ Wd d%$MII8 3 4 �� W4 1� / \ 8 3%8 MI120�\ 3 y 4 \W2 `\ / W5 \ 10%12 M1120— / 10 V \ --_.-81 CT-1 4%5MI120= 20 19 1B 17 16 15 14 13 \\� 2x4 M112011 3x8 M1120-3X4 M1120- 3.8 M1120- 3%4 M1120-3x8 M1120— 5%5 Win- 05 M1120— 43 20-f7-0 8-2-13 43-2-0{ 16-0-0 ] 21-7-0 27-2-0 _ ] 34-7-2 42-0-4 -2- ----- 8-2-13 7-9-3 5-7-0 5-7-0 7-5-2 7-5-2 0-1-12 1-0-0 Plate Offsets(X Y):[2:0-0-13,0-0-21,[5:0-10-12,0-5-81,[7:0-10-12.0-5-8],[10 0-5-12 E-- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TC 20.0 1 Plates Increase 1.25 TC 0.93 Vert(LL) 0.28 2-20 >999 240 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.34 18-20 >999 180 MII20H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.13 13 n/a n/a BCDL 5.0 I _ Code FBC2004/TPI2002 (Matrix) I'll Weight:273 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2"Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. [P] T2 2 X 4 SYP No.2D,T3 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-7-15 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 4-18,5-17,6-17,7-17,8-16,10-14 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1849/0-5-8,13=1940/0-3-8 Max Horz2=549(load case 4) Max Uplift2=-1749(load case 5),13=-1817(load case 6) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=42,2-3=-2929,3-4=-2730,4-5=-2258,5-6=-1963,6-7=-1963,7-8=-2195,8-9=-2417,9-10=-2598,10-11=-251,11-12=41 BOT CHORD 2-20=2419,19-20=2419,18-19=2419,17-18=1870,16-17=1820,15-16=2155,14-15=2155,13-14=299,11-13=299 WEBS 4-20=276,4-18=-654,5-18=543,5-17=181,6-17=-254,7-17=277,7-16=436,8-16=-411,8-14=40,10-14=1865,10-13=-1701 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions speed. 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)All bearings are assumed to be SYP No.2 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1749 Ib uplift at joint 2 and 1817 Ib uplift at joint 13. 8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE($)Standard 1Job ],Truss - Truss Type - City Ply SPENCER RESIDENCE 0503767 - - - T21 _ IROOFTRUSS_ - - - - - 3 1 Job Reference(optional) 20-7-0 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:41:56');619fiifage 1 ' 11-6-1 872-13- - - I -16-0-0- -t 21-7-0 27-2-0 34-11-3 - I 43-2-0 - 14-8-Q 1-6-0 8-2-13 7-9-4 5-7-0 5-7-0 7-9-4 8-2-13 1-6-0 Scale=177.9 8.12 M1120Hi 8x12 M1120HI 2x4 M112011 5 fi 7 - - - 1 7 00111 4x5 M1120i / 4x5 MIIN 3x10 M1120Hi / j 3x10 MII20Hl I8 W4 W4 8 3 \\ 9 p / W2 W2 m \ / 10 2IF0 01 V 1 4x5 MII20 _ 8 17 1 15 14 13 2 1 4x5 M1120— 2.4 M11201 3,8 M1120=3x4 M1120= 3.8 M1120- 3.4 M1120-3x8 M1120= 214 M1120 I 20-7-0 20-7-0 8-2-13 ---- -I - -16-0-0 --- 21-7-0 -- 27-2-0--- - ---34-11-3- - -� - --43-2-0 7-9-4 5-7-0 5-7-0 7-9-4 8-2-13 Plate offsets(X Y) [2'0-1-1 0-0-21 [5 0-11-0 0-5-121 [7:0-11-0 0-5-12] [10:0-1-1 0-0-2] LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.31 14-15 >999 240 MII20 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.37 16-18 >999 180 M1120H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.17 10 n/a n/a BCDL 5.0 Code FBC2004/TP12002 I (Matrix) 1 Weight.2621b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. ]P] T3 2 X 6 SYP No.2,T1 2 X 4 SYP No.2,T1 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-7-9 oc bracing. BOT CHORD 2 X 4 SYP N0.2 WEBS 1 Row at midpt 4-16,5-15,6-15,7-15,8-14 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1895/0-5-8,10=1890/0-3-8 Max Horz2=-549(load case 3) Max Uplift)=-1784(load case 5),10=-1777(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=42,2-3=-3016,3-4=-2B17,4-5=-2347,5-6=-2067,6-7=-2067,7-8=-2352,8-9=-2836,9-10=-3036,10-11=42 BOT CHORD 2-18=2494,17-18=2494,16-17=2494,15-16=1946,14-15=1950,13-14=2518,12-13=2518,10-12=2518 WEBS 4-18=276,4-16=-652,5-16=541,5-15=235,6-15=-254,7-15=228,7-14=552,8-14=-676,8-12=280 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 6)All bearings are assumed to be SYP No.2 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1784 lb uplift at joint 2 and 1777 Ib uplift at joint 10. 8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Truss Type rus 10503767 -- --- T22 s— - . ROOF TRUSS _ -- ----- Qty 1PIy SPENCER RESIDENCE t ---2--Job Reference(optional)- 20-7-0 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:41:572N.NCPage 1 3-0-12-+5-7-12 -_— 10-9-14_.- —_-16-0-0 19-9-4 23-4-12--{- 27-2-0___+_——32-4-2 37-6-4 43-2-0 14-8-0 3-0-12 2-6-15 5-2-2 5-2-2 3-9-4 3-7-8 3-9-4 5-2-2 5-2-2 5-7-12 1-6-0 S—=1'.75.8 5.8 M1120- 2x4 M8201 3x8 M1120- 5.5 M1120- 6 7 8 9 -. 706113 _T3. _ _ -.�. i 4.5 MIITOi 4.5 M1120� 1 6x8 M1120 5 1 10 4 1 \\lxa T W W e 1 \ 3.8 M1120c 4x5 M11201 \ / 4x5 M1120,1 „ >> W W6 4.5 M11201 3 III III \ / \ IV 12 2 V W4 \ � IIS W1 ti W2 -T 13, - l 26 25 24 23 22 21 20 19 18 17 18 15 05 M1120= 6.12 M11201i 4x12 M112011 4,5 M1120-- 4x5 M1120- 8.8 M1120-3x4 M1120- 3,8 MI120- 2.M1120 it 3.8 M1120=3x8 M1120- 3x4 MIIM Job L503767 Truss Truss Type Qty Ply SPENCER RESIDENCE T23 l ROOF TRUSS 1 1 ference(optional) 20--7-0 — - -- l — - ---- -- 6.200 a Jul 3Q2005 MiTek Industries,Inc. Tue Feb 14 06:41:5pgopfoPage 1 -._6-11-8- - ---- 13-9-0-- -- —F -18-4-0 22-1.1-0 { -- 25-5-2 P- 33-11-4 +- -39-11-0---- -41-5-0 6-11-8 6-9-8 4-7-0 4-7-0 5-6-2 5-6-2 5-11-12 1-6-0 Scale=1 71.1 5.8 MII20 i 5x8 MI120- 3x4 M1120- 7.00 12 d 5 8 3x8 M11201 4.5 M1..' 3x4 M1120, 3 \\ 7 2 { w \6 / \ � 5x8 MI120� \ 8 \ W� W\8 4x12M1120�i W-4 \ 1 9 9 I _ 16 15 14 13 12 11 4x5 M1120- 3x8 M112013,4 M1120= 5.8 M1120- 3,8 M1120— 3.8 M1120= 3.4 M1120- 20-7-0 20-7-0 6-11-8 13-9-0 22-11-0__--_ 31-2-3 39-11-0 6-11-8 6-9-8 9-1-15 8-3-4 8-8-13 Plate Offsets(X Y): [4:0-4-0,0-1-111,[6:0-5-0,0-1-121,[8:0-4-0,0-3-01,114:0-3-4,0-3-01 LOADING(psf) SPACING 2-0-0 CS1 DEFL In (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 0.27 9-11 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.37 9-11 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.10 9 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:255 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. W1 2 X 6 SYP No.2 WEBS 1 Row at midpt 2-14,5-14,5-13,6-13,7-13,1-15 REACTIONS (Ib/size) 16=1659/Mechanical,9=1756/0-3-8 Max Horz16=-653(load case 3) Max Upliftl 6=-1461(load case 5),9=-1677(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-1936,2-3=-1843,3-4=-1749,4-5=-1523,5-6=-1641,6-7=-1959,7-8=-2626,8-9=-2777,9-10=42,1-16=-1550 BOT CHORD 15-16=168,14-15=1593,13-14=1622,12-13=1989,11-12=1989.9-11=2305 WEBS 2-15=-251,2-14=-109,4-14=547,5-14=-249,5-13=44,6-13=643,7-13=-558,7-11=571,8-11=-268,1-15=1491 NOTES (7-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1461 Ib uplift at joint 16 and 1677 Ib uplift at joint 9. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional Instructions accompanying this truss drawing,including BCSI-1311, 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 component pictured on this page,please contact Apex Technology for a free copy. 9)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard IJob - Truss- -_ - - - - Truss Type - -- -_-- City-- Ply SPENCER RESIDENCE-- ---- --- -- L--- _..._... -_-.. - 050��6�0 T24 - - - ROOF TRUSS _ 1 6.200 a ob Reference(optional) Jul 13 2005 MITek Industries,Inc. Tue Feb 14 06:41M-QW-Page 1 14-2-4 3-0-8 t-0-f 8-7-6 13-2-4_ 13-9-0 18-6-10 ._ 22-11-0_ ___28-5-2 - 33-11-4 39-11-0 - 11-5-0 _ — s0 =1:7zo 3-0-8 1-0-0 4-6-14 4-6-14 0-6-12 4-4-6 4-4-6 5-6-2 5-6-2 5-11-12 1-6-0 0-5-4 7.8 M1120 34 M11201, 4,5 M1120- 5.8 M1120- ]00,112 4 5 6 7 T3 5.5 M11201, / I \\ \2x4 M1120 11 3 / \ 8 W(y o ,f W 5x8 M1120� 4,12 MI120i WI J� 'I w5 4,5 M1120� 2 i W1y/ W1I'3 B2 2 t � I� N - 3x4 M ' II120- "---- 20 d 19 18 17 X16 _ - ---._ -. ____... -. -.....-_- -._...\11 o d 22 21 15 14 13 12 4x5 M1120--,/ 3x8 M1120 I 5.8 MI120- 8.8 M1120- 5.8 MATO- 5.8 M1120- 2.4 M1120 I 4x5 MI120= 4.5 M1120- 418 M1120:: 2x4 M11201' 20-7-0 20-7-0 3-0-8 0- 8-7-6 13-2-4 14-2 4 18-6-10 28-5-2 33 11-4 39-11-0 3-0-8 1-0-0 4-6-14 4-6-14 1-0-0 4-4-6 9-10-8 5-6-2 5-11-12 Plate Offsets(X Y):[3:0-2-4 0-3-4] [4:0-2.1 Edge [[7:0-4-0 0-1-111 [9:0-4-0 0-3-0],[13:0-4-0,0-3-0] [16:0-2-12 0-5-81 -------------------------------------------- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) -0.31 13-14 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.52 13-14 >910 180 BCLL 10.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.16 10 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:293 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end [P] T3 2 X 6 SYP No.2 verticals. BOT CHORD 2 X 4 SYP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-1-2 oc bracing. Except: B2 2 X 8 SYP DSS,B3 2 X 6 SYP No.2,B3 2 X 6 SYP No.2,B5 2 X 4 SYP No.3 1 Row at midpt 5-16 WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-16.6-16,6-14,7-13 REACTIONS (Ib/size) 22=1662/Mechanical,10=1759/0-3-8 Max Horz22=-652(load case 3) Max Uplift22=-1465(load case 5),10=-1778(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-1382,2-3=-2253,3-4=-1953,4-5=-1550,5-6=-1634,6-7=-1685,7-8=-2356,8-9=-2381,9-10=-2811,10-11=42,1-22=-1640 BOT CHORD 21-22=42,20-21=-806,2-20=-750,19-20=1581,18-19=1592,17-18=1872,16-17=1835,15-16=26,5-16=745,14-15=-302,13-14=1617,12-13=2336,10-12=2333 WEBS 2-18=304,3-18=135,3-16=-346,14-16=2012,6-16=-119,6-14=-233,7-14=167,7.13=825,9-13=-455,1-21=1400,9-12=178,8-13=-218 NOTES (7-8) 1)Unbalanced roof live bads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1465 Ib uplift at joint 22 and 1778 Ib uplift at joint 10. 7)Apex Technology is afictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including SCSI-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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Type 0503767 T25 s l ROOF TRUSS l Qty Ply - 1 I SPENCER RESIDENCE -- - -- 6.200 a Jul 13 2005 M T k Industries,Inc. Tue Feb 14 06A1�LQ®6 Page-1 Job Reference(optional) _ 20-7-0 13-5-4 2-3-8 3-3-8 7-10-6 12-5-4 13-0-Q 17-9-10 22-2-0 I 27-8-2 33-2-4 39-2-0 T10-8-0 _- -- _.-_ '-- __. _ ---t--.-_... T--- _. {----__-_. _ -----__ _.-.-- -_.-scale=1:701 2-3-8 1-0-0 4-6-14 4-6-14 0-6-12 4-4-6 4-4-6 5-6-2 5-6-2 5-11-12 1-6-0 0-5-4 5.5 M1120- 5x5 M1120- 2 M112G I 3x4 M1120- 4 5 6 7 I \ 00 12 2x4 Alt 2all 1 2x4 M112011 7. w5 '�`7 wl w1 11 - 5.8 M11201 518 M1120� I // w, 8 d 4x5 MI1201 2 SII 1 \w3 / w1 j tk i2 82., ---- --_ 3x8 MI120= dN 11'�70 to 20 19 18 17i6 22 21 15 14 13 12 4x5 MI120 3x8 MI12011 5x8 MI120- 8.8 M1120-- 5,8 M1120= 54 M1120= 2x4 MI120'I 4'M1120= 4,5 M1120- 4x8 MUr- 2,4 M112G 1 20-7-0 20-7-0 2-3-8 3-3-8 7-10-6 12-5-4 13-54 17-9-10 27-8-2- 33-2-4 39-2-0__— 2-3-8 1-0-0 4-6-14 4-6-14 1-0-0 4-4-6 9-10-8 5-6-2 5-11-12 Plate Offsets(X Y):(4:0-3.0 0-2-4] [7:0-3-0 0-2 4] [9:0 4-0 0-3-0] [13:0-4-0,0-3-0],116:0-2-12,0-5-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.89 VertLL -0.30 13-14 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.50 13-14 >928 180 BCLL 10.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.16 10 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight.298 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2*Except* verticals. B2 2 X 6 SYP No.2,B3 2 X 6 SYP No.2,B3 2 X 6 SYP No.2,B5 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-1-14 oc bracing. Except: WEBS 2 X 4 SYP No.3 1 Row at midpt 5-16 WEBS 1 Row at midpt 6-16,6-14,7-13,4-18 REACTIONS (Ib/size) 22=1631/0-3-8,10=1728/0-3-8 Max Horz22=-662(load case 3) Max Uplift22=-1431(load case 5),10=-1652(load case 6) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=-1041,2-3=-2065,3-4=-2054,4-5=-1571,5-6=-1565,6-7=-1599,7-8=-2306,8-9=-2320,9-10=-2750,10-11=42,1-22=-1667 BOT CHORD 21-22=27,20-21=-956,2-20=-905,19-20=1146,18-19=1156,17-18=1546,16-17=1515,15-16=25,5-16=44,14-15=-235,13-14=1555,12-13=2284,10-12=2280 WEBS 2-18=611,3-18=-291,4-16=395,14-16=1858,6-16=-83,6-14=-154,7-14=109,7-13=848,9-13=-456,1-21=1331,8-13=-238,9-12=178,4-18=335 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1431 Ib uplift at joint 22 and 1652 Ib uplift at joint 10. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard -- - - {Job - Truss - Truss Type -- -- - 'Oty -Ply SPENCER RESIDENCE -- - - 10503767 T26 ROOF TRUSS 3 1111 --- --- - - ----- _ _ _ Job Reference(optional) 20-7-0 -- - 6.200 a Jul 13 2005-MiTek Industries,Inc. T20Fp1D14 06:41:59 2006-Page 1 13-5-4 _ -- .—_ _ --_17-9-10 22-2-0 28-10-2 35-6-4 39-2-0 0-8-0 2-3-8 1-0.0 -- 4 6014 4-6-14 0 O 4 — -- - - -- L- — --- ----I ' --sok=t7o.7 12 4-4-6 4-4-6 6-8-2 6-8-2 3-7-12 1-6-0 0-5-4 54 M1120- 2x4 M112011 3x4 Him— 5.8 M1120- 4 5 6 7 --_ -- T2 W __ f 7 00'.12 2x4 MII20I 3 \\ W5 W2x4 M1120 11 7/ 8 W1 W11 3.8 M1120,15x8 M1120,� ; 9 d' 9 d 05 M1120i 2 4.1 MIIX W3 10 M 2 ISI _ 3 VI'14 3,8 M1120— ' 22 21 20 18 18 - — 12'0 0 dx5 MI12 24 23 17 16 15 14 13 5x8 M1120— M I 3x8 MII201 8x8 MII20- 4.8 MI120- 3.8 MI120= 418 MI12p= 3x8 M11201 4x5 MII20= 4x5 MII20= 4x8 M1120— 214 M1120',1 20-7-0 20-7-0 2-3-8 1-0-8 7-10-6 12-5 4 1 -5 4 17-9-10 28-10-2 _ —.— 35-6-4 3578-039-2-0 - - - --- � 1--- - ---t --- - -3 - --{ 0 4-6-14 4-6-14 1-0-0 4-4-6 11-0-8 6-8-2 0-1-12 3-6-0 Plate Offsets(X Y):f4:0-3-0,0-2-41,[7:0-5-0,0-1-121,118:0-2-12,0-5-81 I LOADING(psf) II SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.75 Vert(LL) -0.34 14-16 -999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.59 14-16 >725 180 BCLL 10.0 Rep Stress Incr YES i WB 0.84 Horz(TL) 0.10 13 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:296 Ib LUMBER — - — -- — -- BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end [P) BOT CHORD 2 X 4 SYP No.2"Except' verticals. 82 2 X 6 SYP No.2,B3 2 X 6 SYP No.2,B3 2 X 6 SYP No.2,B5 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing. Except: WEBS 2 X 4 SYP No.3 1 Row at midpt 5-18 WEBS 1 Row at midpt 6-18,6-16,7-16,7-14,10-14,4-20 REACTIONS (Ib/size) 24=1459/0-3-8,13=1903/0-3-8 Max Horz24=-662(load case 3) Max Uplift24=-1298(load case 5),13=-1814(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-930,2-3=-1809,3-4=-1799,4-5=-1322,5-6=-1317,6-7=-1302,7-8=-1573,8-9=-1473,9-10=-1566,10-11=447,11-12=41,1-24=-1490 BOT CHORD 23-24=25,22-23=-848,2-22=-792,21-22=1030,20-21=1039,19-20=1306,18-19=1278,17-18=-1,5-18=3,16-17=-264,15-16=1178,14-15=1178,13-14=-324,11-13=-324 WEBS 2-20=497,3-20=-293,4-18=265,16-18=1586,6-18=36,6-16=-243,7-16=308,7-14=176,8-14=-375,10-14=1683,10-13=-1770,1-23=1186,4-20=377 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1298 Ib uplift at joint 24 and 1814 Ib uplift at joint 13. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-B1, should be used in conjunction with the architectural and structural plans during installation. If BCSI Bt has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard ]Trus - Truss Type 10503767-- I T27 s ROOF TRUSS �Qty Ply 1 �SPENCER RESIDENCE - 1 l Job Reference(optional) -- 20-7-0 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:42:O2pQfb Page 1 13-5-4 2-3-8-�1-3-�_ 7-1-121.1-0-0 +2-5-4 18-9-10 _24-2-0 - _--_ 30-0-12- 36-3-0 -___ 2-3-8 1-0-0 3-10-4 3-10-4 1-5-4 5-4-6 5-4-6 5-10-12 6-2-4 1-0-0 5,5 M1120- &8 M1120- 2x4 M1120 11 3.8 Win- 4 5 6 7 2x41VIRM I 7.00,E 3 \ 4,5 MII20� W5 6 VIII W7 Ali 6 10 WB 5x6 MII20o n V4 5 d 4x5M1120% 2 / ''1l'' W11 / vyt 5x6 M1120,1 1 W3 9 B2 / W1 2 / W13 I _ 3x8 M11 - 6� 20.. 19 16 17 16 d15 - 21 20 14 13 12 11 10 3x6 M112015x6M1120- 6x8 M1120- 4x5 M1120- 518 M1120- 3.4 M1120- 3x6 M112011 4.5 M1120- 4.5 M1120- 06 M1120=- 3.4 M1120 II 20-7-0 20-7-0 F_2-3-8_-�-3-8__-7-1.-12—�-- -12-5-4 1p-5-4 18-9-10 - 24-2-0_— -30-0-12- �- --36-3-0 ----I 2-3-8 1-0-0 3-10-4 5-3-8 1-0-0 5-4-6 5-4-6 5-10-12 6-2-4 Plate Offsets(X Y):[4:0-2-8,0-2-11 [7:0-5-8 0-2-01,[12.0-1-12,0-3-01,[15:0-2-12 0-541 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.21 15-17 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.25 15-17 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.12 10 n/a n/a BCDL 5.0 Code FBC20041TPI2002 (Matrix) Weight:279 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2*Except* verticals. B2 2 X 6 SYP No.2,B3 2 X 6 SYP No.2,B3 2 X 6 SYP No.2,B5 2 X 4 SYP Nc.3 BOT CHORD Rigid ceiling directly applied or 4-11-0 oc bracing. Except: WEBS 2 X 4 SYP No.3`Except* 1 Row at midpt 5-15 W14 2 X 6 SYP No.2 WEBS 1 Row at midpt 6-15,6-13,6-12 REACTIONS (Ib/size) 21=1507/0-3-8,10=1507/Mechanical Max Horz21=-413(load case 3) Max Uplift21=-1306(load case 5),10=-1316(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-957,2-3=-1869,3-4=-1854,4-5=-1600,5-6=-1591,6-7=-1391,7-8=-1682,8-9=-1750,1-21=-1531,9-10=-1411 BOT CHORD 20-21=26,19-20=-880,2-19=-858,18-19=1027,17-18=1033,16-17=1436,15-16=1403,14-15=90,5-15=-204,13-14=-125,12-13=1550,11-12=1439,10-11=151 WEBS 2-17=584,3-17=-243,4-15=539,13-15=1690,6-15=75,6-13=-83,6-12=-313,7-12=497,8-12=-76,8-11=-234,1-20=1220,9-11=1351,4-17=260 NOTES (7-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1306 Ib uplift at joint 21 and 1316 Ib uplift at joint 10. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. 9)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard IJob ----- --- Truss----- --- --- -- Truss Type - --- - -- IOty- -----Ply SPENCER RESIDENCE ----- - - - 10503767 IT28 ROOF TRUSS 1 1 - 20-7-0 --- -�_-- - -- - ---- ---- --- -_--.--6.200 a Jul 3Reference 2005 MiTtekIndustries,Inc.-Tue Feb-14 06:42:M9Q6 Page 1� 2-3-8 -3-8 _7-10-6 12-5-4 13-5 4 19-9-10 26-2-0 —_— —_—31-0-12 36-3-0 2-3-8 1-0-0 4-6-14 4-6-14 1-0-0 6-4-6 6-4-6 4-10-12 5-2-4 Scala=1.64.9 4x5 MII20'_ 5.8 M1120- 2x4M112011 4x8M1120- 2.4 M112011 3x8 M1120- 3x8M1120— 1 2 3 4 5 6 7 I I II 100'.12 4x5 MIMI I/ W3 W4 W3/ W5 / 8 W7 W8 4.5 M11201 y I / n 08 M1120= —20 19 18 17 i6 d 22 21 415 M1120-. 15 14 13 12 11 10 7x8 M1120-3x4 M112011 6x8 M1120- 5,5 MII20- 3.8 MI120-3.8 M1120- 3x4 M1120- 3x8 MII20'I 518 M11201.1 4x3 M1120- 3"M112011 20-7-0 20-7-0 }___ 3-5-�1 19-9-10 26-2-0 _31-0-12 36-3-0 2-3-8 1-0-0 4-6-014 46- 4 11-0-0 6-4-6 6-4-6 4-10-12 5-2-4 Plate Offsets(X Y):17:0-5-8,0-2-01 [9:0-2-0,0-1-81 — LOADING(psf) SPACING 2-0-0CSI DEFL in (loc) Udefi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC0.87 Vert(LL) 0.27 16-18 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.28 16-18 >999 180 BCLL 10.0 i Rep Stress Incr YES WS 0.61 Horz(TL) 0.13 10 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:278 lb LUMBER --- -- - - BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-5 oc purlins, except end (P] BOT CHORD 2 X 4 SYP No.2*Except* verticals. B2 2 X 4 SYP No.3,B3 2 X 6 SYP No.2,83 2 X 6 SYP No.2,B2 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-2-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 1-22,2-22,2-18,5-18,14-16,6-12 REACTIONS (Ib/size) 22=1510/0-3-8,10=1510/Mechanical Max Horz22=-580(load case 6) Max Uplift22=-1733(load case 4),10=-1237(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-22=-47,1-2=-4,2-3=-1408,3-4=-1408,4-5=-1408,5-6=-1865,6-7=-1463,7-8=-1743,8-9=-1691,9-10=-1426 BOT CHORD 21-22=397,20-21=99,2-20=133,19-20=422,18-19=425,17-18=1881,16-17=1848,15-16=103,5-16=239,14-15=7,13-14=1794,12-13=1794,11-12=1399,10-11=110 WEBS 2-22=-1553,2-18=1519,3-18=-309,5-18=-731,14-16=1798,6-16=106,6-14=-22,6-12=-525,7-12=536,8-12=74,8-11=-335,9-11=1371 NOTES (6-8) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Provide adequate drainage to prevent water ponding. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)All bearings are assumed to be SYP No.2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1733 Ib uplift at joint 22 and 1237 Ib uplift at joint 10. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. 8)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard Job - - - ,Truss Truss Type Qty Ply SPENCER RESIDENCE 1 10503767 T29 - ROOF TRUSS 1 6.200 a Jul 3eference 2005 MiTeptiodustries.Inc. 7ue Feb14 06:42:01 - age 1 20-7-0 - M�-B 7-3-2 �- 14-2-12 { _ 21-2-6 28-2-0_ 32-0-12-_--{-_ _ 36-3-0 _ _{ 7-3-2 6-11-10 6-11-10 6-11-10 3-10-12 4-2-4 8ce1e:3110=1' 5x8 M1120- 314 M1120 1 4x5 M1120- 5.8 M1120- 3.4 M3120- 1 2 34 5 6 -I1. 7.00 12 71 3x4 MI120I 7 I rv� W2// /W4 �w4 w ws 9xA MII20 itw- - 82 -B�- --- - - -- 5 14 13 12 11 10 9 7x8 M1120— 3x4 M1120— 3.8 M1120— 314 M1120- 3,8 M1120- 3.8 M1120- 7x8 M$120- 20-7-0 20-7-0 9-7-0 18-10-8 28-2-0 36-3-0 9-7-0 9-3-8 9-3-8 8-1-0 Plate Offsets(X Y): [3:0-2-4,0-3-41,[6:0-5-8,0-2-0) LOADING(psf) I SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.25 12-14 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.34 10-12 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.93 Horz(TL) -0.11 9 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight.217 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-1-8 oc bracing. WEBS 1 Row at micipt 1-15,2-15,5-10 REACTIONS (Ib/size) 15=1510/0-3-8,9=1510/Mechanical Max Horz 15=-464(load case 6) Max Upliftl 5=-1 777(load case 4),9=-1263(load case 3) FORCES (Ib)-First Load Case Only TOP CHORD 1-15=-181,1-2=-49,2-3=-1647,3-4=-1647,4-5=-2111,5-6=-1513,6-7=-1775,7-8=-226,8-9=-211 BOT CHORD 14-15=1360,13-14=2011,12-13=2011,11-12=2062,10-11=2062,9-10=1268 WEBS 2-15=-1774,2-14=848,4-14=-625,4-12=172,5-12=145,5-10=-757,6-10=551,7-10=329,7-9=-1636 NOTES (6-8) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Provide adequate drainage to prevent water ponding. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)All bearings are assumed to be SYP No.2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1777 Ib uplift at joint 15 and 1263 Ib uplift at joint 9. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-Bt, should be used in conjunction with the architectural and structural plans during installation. If BCSI 81 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 8)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard Job 1 Truss Truss Type - - Qty Ply �1 SPENCER RESIDENCE - --- 0503767 IT30 ROOFTRUSS I1 1 Job Reference(optional) _ 20-7-0 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:42:01Mj*_eage 1 7-7-6 - ---{ -- 15-1-0 _ 22-6-10 30-2-0 36-3-0 7-7-6 7-5-10 7-5-10 7-7-6 6-1-0 Scale'.3I1 G"=1' 5.8 MII20- 2x4 M1120 11 3x8 MII20— 3,8 MII20-' 4x8 WIN— 4x5 MII20— 5,8 M1120� 2 3 45 6 7 / _---_._;1 r — 7.00112 yVi W V V3\\W W \ W � \ 6xB MII20,1 1 - - — 16 15 14 13 12 11 10 9 MUM'I 5x8M1120- 3xBM1120= 2.4 M11201 3x4M1126— 3x8M1120- 4x8M1120= 3.8M11201 20-7-0 20-7-0 7-7-6 — ---151-0 -_ 22-6-10 _ .—__-- -- - -- - 30-2 —{ 36 -3-0 ----I 7-7-6 7-5-10 --7-5-10 7-7-6 6-1-0 Plate Offsets(X Y):[5:0-4-0 Edge] [7:0-4-8,0-2-%[8:0-3-0,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 1 Plates Increase 1.25 TC 0.95 Vert(LL) 0.36 12-13 -999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.37 12-13 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.97 Horz(TL) -0.11 9 n/a n/a BCDL 5.0 Code FBC2004rrPI2002 (Matrix) Weight:2101b ---- i --- - - L -- - -- -- - - --- - _i-- -- -- LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3*Except* BOT CHORD Rigid ceiling directly applied or 3-7-7 oc bracing. W1 2 X 4 SYP No.21D,W5 2 X 4 SYP No.2D WEBS 1 Row at midpt 1-16,1-15,4-15,4-12,6-10,8-10 REACTIONS (Ib/size) 16=1510/0-3-8,9=1510/Mechanical Max Horz 16=-347(load case 6) Max Upliftl6=-1810(load case 4),9=-1330(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-16=-1398,1-2=-1755,2-3=-1755,3-4=-1755,4-5=-2473,5-6=-2473,6-7=-1496,7-8=-1790,8-9=-1422 BOT CHORD 15-16=59,14-15=2548,13-14=2548,12-13=2548,11-12=2473,10-11=2473,9-10=118 WEBS 1-15=2081,2-15=-417,4-15=-974,4-13=223,4-12=-93,6-12=282,6-10=-1199,7-10=488,8-10=1424 NOTES (6-8) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Provide adequate drainage to prevent water ponding. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)All bearings are assumed to be SYP No.2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1810 Ib uplift at joint 16 and 1330 Ib uplift at joint 9. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. 8)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard Job -- - Truss - trussType - Oty IPly- SPENCER RESIDENCE 0503767 T31 I ROOF TRUSS 1 1 Job Reference(optional) - ----------___ -.___-_-- ---- -- ----_-. 20-7-0 -- 8.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:42:02MJf_eage 1 " 5-5-8 10-9-4 16-1-0 21-4-12 26-8-8 32-2-0 36-3-0 5-5-8 5-3-12 5-3-12 5-3-12 5-3-12 5-5-8 4-1-0 Scale'.3116`=1' 3.8 M1120- 3.10 M1120H- 5.8 M1120- 5x5 M1120- 2,4 M112011 3.10 M1120H- 2.4 M1120 it 3.B M1120- 2.4 M112011 1 21 22 2 23 24 3 25 4 26 27 5 28 29 6 7 W 31 8 32 33 9 700E N��W2 1I ---- __ - - - 4.5 1 W2 NW2 V W2 W2 W2 V10 84 81 20 34 35 19 38 37 18 38 39 17 40 16 41 62 15 14 43 44 13 45 46 12 11 3x8MI12011 5x8M1120- 2.4 WIN 11 3x8M1120- 3.8MI120= 2.4 WIN 1, 4.8 M1120- 3,4 M1120- 3.8 M11201 3,6 M1120= 20-7-0 20-7-0 5-5-8 10 9-4 16-1-0 21-4712 26-8-8 32-2-0 36-3-0_ 5-5-8 5-3-12 5-3-12 5-3-12 5-3-12 5-5-8 4-1-0 Plate Offsets(X Y): [9:0-6-0,0-2-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 0.53 15-16 >811 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.47 15-16 >908 180 M1120H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.87 Horz(TL) -0.14 11 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:428 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing. REACTIONS (Ib/size) 20=3144/0-3-8,11=2719/Mechanical Max Horz 20=-231(load case 5) Max Uplift20=-3634(load case 3),11=-2817(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-20=-2967,1-21=-3549,21-22=-3549,2-22=-3549,2-23=-3549,23-24=-3549,3-24=-3549,3-25=-6800,4-25=-6800,4-26=-6800,26-27=-6800,5-27=-6800,5-28=-6800, 28-29=-6800,6-29=-6800,6-7=-6800,7-30=-5199,30-31=-5199,8-31=-5199,8-32=-5199,32-33=-5199,9-33=-5200,9-10=-2967,10-11=-2667 BOT CHORD 20-34=90,34-35=90,19-35=90,19-36=5780,36-37=5780,18-37=5780,18-38=5780,38-39=5780,17-39=5780,17-40=5780,16-40=5780,16-41=6604,41-42=6604,15-42=6604, 14-15=6604,14-43=6604,43-44=6604,13-44=6604,13-45=2493,45-46=2493,12-46=2493,11-12=57 WEBS 1-19=4390,2-19=-596,3-19=-2832,3-18=368,3-16=1294,5-16=-581,7-16=248,7-15=365,7-13=-1783,8-13=-585,9-13=3397,9-12=-918,10-12=2706 NOTES (10-12) 1)2-ply truss to be connected together with 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-7-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-7-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)All bearings are assumed to be SYP No.2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3634 Ib uplift at joint 20 and 2817 Ib uplift at joint 11. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)111 Ib down and 234 Ib up at 1-5-4,111 Ib down and 234 Ib up at 3-5-4,111 Ib down and 234 Ib up at 5-5-4,111 Ib down and 234 Ib up at 7-5-4,111 Ib down and 234 Ib up at 9-5-4,111 Ib down and 234 Ib up at 11-5-4,111 Ib down and 234 Ib up at 13-5-4,111 Ib down and 234 lb up at 15-5-4,111 Ib down and 234 Ib up at 17-5-4,111 Ib down and 234 Ib up at 19-5-4,111 Ib down and 234 Ib up at 21-5-4,111 Ib down and 234 Ib up at 23-5-4,111 Ib down and 234 Ib up at 25-5-4,and 111 Ib down and 234 Ib up at 27-5-4,and 111 Ib down and 234 Ib up at 29-5-4 on top chord,and 78 Ib down and 18 Ib up at 1-5-4,78 Ib down and 18 Ib up at 3-5-4,78 Ib down and 18 Ib up at 5-5-4,78 Ib down and 18 Ib up at 7-5-4,78 lb down and 18 Ib up at 9-5-4,78 Ib down and 18 lb up at 11-5-4,78 lb down and 18 Ib up at 13-54,78 Ib down and 18 Ib up at 15-5-4,78 Ib down and 18 Ib up at 17-5-4,78 Ib down and 18 Ib up at 19-5-4, 78 Ib down and 18 Ib up at 21-5-4,78 Ib down and 18 Ib up at 23-5-4,78 Ib down and 18 Ib up at 25-5-4,and 78 Ib down and 18 Ib up at 27-54, and 78 Ib down and 18 Ib up at 29.54 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 11)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-Bt, should be used in conjunction with the architectural and structural plans during installation. If BCSI Bt has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 12)Use SIMPSON HGUS46 to attach truss to girder. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-9=-54,9-10=-54,11-20=-30 Continued on page 2 job. ------ Truss Truss Type --�--- - ---_--- - - Qty Ply SPENCER RESIDENCE IJo ( 10503767 -',T31 ROOF TRUSS -- - I 1- 1 2 .Job Reference(optional) ---- -- -- -- ----__---- -- - -- - - 6.200 a Jul 13 2005 MiTek Industries,Inc.Tue Feb 14 06:42:02 2006 Page 2 LOAD CASE(S)Standard Concentrated Loads(lb) Vert:19=-78(8)2=-111(B)15=-78(8)7=-111(B)21=-111(B)22=-111(B)23=-111(8)24=-111(8)25=-111(B)26=-111(8)27=-111(B)28=-111(6)29=-111(8)30=-111(6)31=-111(6) 32=-111(8)33=-111(B)34=-78(B)35=-78(B)36=-78(B)37=-78(8)38=-78(B)39=-78(B)40=-78(6)41=-78(B)42=-78(8)43=-78(8)44=-78(8)45=-78(8)46=-78(B) f Job - Truss - - Truss Type Qty Ply - SPENCER RESIDENCE 10503767 IT32 ROOFTRUSS 1 l Job Referenceioptional) _ 20-7-0 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:42:03M0P_6age 1 I-1-6-0 4-7-11 --8-9-14 - - 13-0-0 17-0 0-_- _ 20-10-5_ -{ 24-8-11 - I 28-9-0 { 1-6-0 4-7-11 4-2-2 4-2-2 4-0-0 3-10-5 3-10-5 4-0-5 style=1 52 7 4x8 MII20= 4.5 M1120-- 6 7 7.00 1Z / \ 4x5M1120�i /� 4x5 M1120� /yam 8 3x4 M1120i 5/� \ 6 4 dx5 MII20�� 3x5 MI120i W7 9 W4 W \ W9 0 j W2 \ 13x4 M1120— _--�- -16 1 --- - -- -17 16 15 id 13 1219 20 6.12 M1120 1 2x4 M11201' 3x4 M1120— 3.4 M1120- 4x8 M1120— 3.8 M1120— 314 M1120- 3,8 M11201 4,8 M1120. 20-7-0 20-7-0 _-_ 4-7-11_ - - _8-9-14 -_ 13-0-0_ 17-0-0 20-10-5 - 24-8-11 28-9-0_ 4-7-11 4-2-2 4-2-2 4-0-0 3-10-5 3-10-5 4-0-5 Plate Offsets(X Y):[6:0-5-8,0-2-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.08 13-14 >999 240 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.11 13-14 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.04 11 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:4231b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. [Pj BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-8 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 6 SYP No.2 2-3-14 REACTIONS (Ib/size) 11=4166/Mechanical,2=1605/0-3-8 Max Horz2=474(load case 3) Max Upliftl1=-2995(load case 5),2=-1472(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=45,2-3=-2630,3-4=-2317,4-5=-2251,5-6=-1967,6-7=-1798,7-8=-2124,8-9=-2907,9-10=-4650,10-11=4649 BOT CHORD 2-18=2207,17-18=2207,16-17=1953,15-16=1657,14-15=1657,13-14=2504,12-13=3880,12-19=3880,19-20=3880,11-20=3880 WEBS 3-18=102,3-17=-302,5-17=308,5-16=-471,6-16=465,6-14=310,7-14=847,8-14=-1197,8-13=1084,9-13=-1752,9-12=2043 NOTES (10-12) 1)2-ply truss to be connected together with 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-7-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)All bearings are assumed to be SYP No.2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2995 Ib uplift at joint 11 and 1472 Ib uplift at joint 2. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1637 lb down and 1058 Ib up at 25-0-12,and 1637 Ib down and 1058 Ib up at 27-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 11)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. 12)Use SIMPSON HGUS46 to attach truss to girder. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-54,6-7=-54,7-11=-54,2-11=-30 Concentrated Loads(lb) Vert:19=-1637(B)20=-1637(B) Job Truss Truss Typ -- T33 -- _. I ROOF TRUSS -Qty _. Ply 1 JobEReferenceSoDtlonaE ----- - .---._—_ -.-- e 20-7-0 6.200 a Jul 13 2005 MiTek Industries,Inc.-Tue Feb 14 06:42:04 �-aage 1 1-6-0 5-8-1 3- 3 19- - _ Q _ 5-8-13 111-- 0-0 23-9-8 28-9-0 0-0 _- -- -_-- -_ _-- - - 8-0-0 4-9-8 4-11-8 S.1l 152,5 6.8 M1120 i 6x6 M1120� 4 5 4x5 M1120�i \ 4x5 M1120I 00112 11 W4 W2 WS / \\ \\ / 3.4 MII201 - t 3x�4M,, 12 11 10 9 8 2x4 M62011 3x4 M1120- 3.4 M1120- 3x8 M1120 7.8 M1120-- 20-7-0 20-7-0 5 8-13 - +---- 11-0-0 19-0-0 ---28-9-0- 5-8-13 8 9-05-8-13 5-3-3 8-0-0 9-9-0 Plate Offsets(X Y):12:0-2-4,0-1-81,[4:0-4-4,0-1-121,[5:0-4-4,0-1-12] LOADING(psf) 1. SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20,0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.14 8-9 >999 240 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.24 8-9 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.06 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:159 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. W7 2 X 6 SYP No.2 WEBS 1 Row at midpt 4-9 REACTIONS (Ib/size) 2=1287/0-3-8,8=1189/Mechanical Max Horz2=427(load case 4) Max Uplift2=-1243(load case 5),8=-1046(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=42,2-3=-1960,3-4=-1533,4-5=-1232,5-6=-1466,6-7=-581,7-8=-402 BOT CHORD 2-12=1610,11-12=1610,10-11=1280.9-10=1280,8-9=1254 WEBS 3-12=172,3-11=-400,4-11=403,4-9=-63,5-9=327,6-9=-36,6-8=-1034 NOTES (7-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1243 Ib uplift at joint 2 and 1046 Ib uplift at joint 8. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. 9)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard �Job Truss Truss Type Qty 1Ply SPENCER RESIDENCE 0503767 iT34 - - ROOF TRUSS I1 - 1 - -- 6.206 a Jul 3 e Reference 2005 MiTkt i (optional) 20-7-0 es,Inc. Tue Feb 14 06:42:042024-nage 1 -1-6-0 4-8-13 9-0-0 15-0-0 21-0-0 25-3-3 30-0-0 1-6-0 4-8-13 4-3-3 6-0-0 6-0-0 4-3-3 4-8-13 Style=1 54 7 5x5 M1120— 5x5 M1120- 3.8 M1120- 4 5 6 �I ]00,2 2.4 M11201/ \2x4 M1120i W33 W W3 3 / n \ / W / � 8 4x5 M1120- „ 10 8 4x5 M1120= 3x8 M1120- 5x5 M1120- 3.8 M1120— 20-7-0 20-7-0 - 9-0-0 + 15-0-0 21-0-0 +- 30-0-0- - 9-0-0 6-0-0 6-0-0 9-0-0 —Plate Offsets(X,Y):[4:0-3-0,0-2-4],J6:0-3-0,0-2-41,[10:0-2-8,0-3-01 i LOADING(psf) SPACING 2-0-0 1 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.20 8-9 >999 240 1 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.34 8-9 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.08 8 We n/a BCDL 5.0 Code FBC2004/TP12002 1 (Matrix) Weight:156 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 8=1245/0-3-8,2=1343/0-3-8 Max Horz2=341(load case 4) Max Uplift8=-1083(load case 6),2=-1262(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=42,2-3=-2011,3-4=-1797,4-5=-1518,5-6=-1525,6-7=-1807,7-8=-2028 BOT CHORD 2-11=1686,10-11=1772,9-10=1772,8-9=1707 WEBS 3-11=-214,4-11=596,5-11=-344,5-10=122,5-9=-334,6-9=604,7-9=-231 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Extedor(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1083 Ib uplift at joint 8 and 1262 Ib uplift at joint 2. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI-131, 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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job - - - Truss- - -- -Truss Type 'Qty Ply 1,SPENCER RESIDENCE _-- 0503767 i T35 ROOF TRUSS 1 2 !Job Reference(optional)_ 20-7-0 - -- ---- --- -___-.- .. -.. -- _ -- __- -- - --- -6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:42g6.Q�13 Page 1 -1-6-0__ 3-8-13 7-0-0 _ 12-4-9_ 17-7-7 -___ 23-0-0 _ r 26-3-3 30-0-0 316-0� 1-6-0{ 3-8-13 3-3-3 5-4-9 5-2-13 5-4-9 3-3-3 - 3-8-13 1-6-0 SwI-1.55 8 4x8 MI120 2x4 MI120 3x8 M1120- 4x5 MII20- 4 18 19 5 20 21 22 6 23 24 7 72 12 4x5 MI120i / 4x5 MI1201 \ W3 3 yr \ W4 W9 W4 W4 8 / I 2 / W 1 2 9 v d \ l / M11201 314 41120- 3.8 41120- 3x4 41120- 2.4 10] 4x5 MI120- 2z4 M112017 16 25 26 15 27 1/ 28 13 29 30 12 11 4x5 41120\ 41120 3x8 M1120- 2x4 M11201 20-7-0 20-7-0 3-8-13 7-0-0 12-4-9 17-7-7 23-0-0 -1 26-3-3 30-0-0 _ 3-8-13 3-3-3 5-4-9 5-2-13 5-4-9 3-3-3 3-8-13 Plate Offsets(X Y):(4:0-5-8,0-2-0] [7:0-3-0 0-2-0] LOADING(psf) I SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.30 13-15 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.29 13-15 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.33 Horz(TL) -0.11 9 n/a n/a -- _..__- - _-_(Matrix) Weight:332 Ib BCDL -5.0- ---I:_....___Code FBC2004/TPI2002 _ _ ---_ LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-2 oc purlins. [P) BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2642/0-3-8,9=2642/0-3-8 Max Horz2=-247(load case 2) Max Uplift2=-2779(ioad case 4),9=-2766(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=42,2-3=-4529,3-4=-4398,4-18=-5053,18-19=-5052,5-19=-5052,5-20=-5052,20-21=-5052,21-22=-5052,6-22=-5052,6-23=-3849,23-24=-3850,7-24=-3850,7-8=-4398, 8-9=-4527,9-10=42 BOT CHORD 2-17=3795,16-17=3795,16-25=3815,25-26=3815,15-26=3815,15-27=5051,14-27=5051,14-28=5051,13-28=5051,13-29=5051,29-30=5051,12-30=5051,11-12=3793, 9-11=3793 WEBS 3-17=35,3-16=-5,4-16=677,4-15=1561,5-15=-581,6-15=1,6-13=369,6-12=-1533,7-12=1629,8-12=-1,8-11=35 NOTES (10-11) 1)2-ply truss to be connected together with 1 Od Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3 Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)All bearings are assumed to be SYP No.2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2779 Ib uplift at joint 2 and 2766 Ib uplift at joint 9. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)202 Ib down and 441 Ib up at 7-0-0,111 Ib down and 234 Ib up at 9-0-12,111 Ib down and 234 lb up at 11-0-12,111 Ib down and 234 Ib up at 13-0-12,111 Ib down and 234 Ib up at 15-0-0,111 Ib down and 234 Ib up at 16-11-4,111 Ib down and 234 Ib up at 18-11-4,and 111 ib down and 234 Ib up at 20-11-4,and 242 Ib down and 441 Ib up at 23-0-0 on top chord,and 436 Ib down and 302 Ib up at 7-0-0,78 Ib down and 18 Ib up at 9-0-12,78 Ib down and 18 Ib up at 11-0-12,78 Ib down and 18 Ib up at 13-0-12,78 Ib down and 18 Ib up at 15-0-0,78 Ib down and 18 Ib up at 16-11-4,78 Ib down and 18 Ib up at 18-11-4,and 78 Ib down and 18 Ib up at 20-11-4,and 436 Ib down and 302 Ib up at 22-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,A.32224-904.821.5200 11)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-7=-54,7-10=-54,2-9=-30 Continued on page 2 --- Job -Truss ITruss Type 1City-- 11 Ply- SPENCER RESIDENCE - - - 0503767 T35 ROOF TRUSS 1 Job Reference(optional) 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue Feb 14 06:42:05 2006 Page 2 LOAD CASE(S)Standard Concentrated Loads(Ib) Vert:4=-202(F)7=-202(F)14=-78(F)16=-436(F)12=-436(F)18=-111(F)19=-111(F)20=-111(F)21=-111(F)22=-111(F)23=-111(F)24=-111(F)25=-78(F)26=-78(F)27=-78(F)28=-78(F) 29=-78(F)30=-78(F) f Job _---- Truss -- --- 1TrussType - - - lOty 'Ply SPENCERRESIDENCE -- ----- ----- - ---- 10503767 T36 ROOF TRUSS I1 1 -__.- Job Reference(optional) _ 30-0-5 6.200 a Jul 13 2005 MiTek Industries,Inc. Tue FA64!16:42:05 2006 Page 1 1-5-8- _ 6-5-10 - 8-6-6 13-6-8 15-0-0 16-670 1-5-8 5-0-2 2-0-13 5-0-2 1-5-8 1-6-0 S.W=1:29.1 4,8 M1120- 4x5 M1120= 35412 3 4 7.8 M11201 - _ �\ 5.00r2 j/ �- \� / � 6.8 MIIZO_ ' _ \ 2 —fix ----10 3 9 ) - e2---- -- W5 6 4x5 M1120- 4x8 MI120- --_� o 1,41[12 314 M11201:b012 - 3x4 MII20_ 30-0-5 30-0-5 1-9-2 — 6-6-4- — 8-5-.12 __ { _ 13-2-14- _15-0-0 1-9-2 4-9-2 1-11-9 4-9-2 1-9-2 Plate Offsets(X Y):[2:0-2-4,0-2-81 [3:0-5-4,0-2-0],[5:0-5-12,0-3-12],[9:0-5-0,0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.25 9-10 >708 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.25 9-10 >713 180 BCLL 10.0 Rep Stress Incr NO WB 0.14 Horz(TL) 0.12 6 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:561b i LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins. [Pj BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=713/0-3-8,6=816/0-3-8 Max Horz 1=-114(load case 5) Max Upliftl=-727(load case 4),6=-911(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-2282,2-3=-2305,3-4=-2159,4-5=-2276,5-6=-2254,6-7=30 BOT CHORD 1-11=2069,10-11=2196,9-10=2190,8-9=2164,6-8=2037 WEBS 3-10=407,3-9=-37,4-9=398,2-11=227,5-8=228 NOTES (10-11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 727 Ib uplift at joint 1 and 911 Ib uplift at joint 6. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1,6. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)59 Ib down and 183 Ib up at 6-5-10,and 59 Ib down and 183 Ib up at 8-6-6 on top chord,and 42 Ib down at 6-6-4,and 42 Ib down at 8-5-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 11)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including SCSI-131, 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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-4=-54,4-5=-54,5-7=-54,1-11=-30,10-11=-30,9-10=-30,8-9=-30,6-8=-30 Concentrated Loads(lb) Vert:3=-59(F)4=-59(F)10=-42(F)9=-42(F) Job Truss Truss Type - - Qty Ply - SPENCER RESIDENCE 0503767 T37 ROOF TRUSS 2 Job Reference(optional) 30-0-5 6.200 a Jul 13 2005 MITek Industries,Inc. Tue Fe84oiS42:06 2006 Page 1 3-7-2 - - 1 6-3-7 [ 7-3-9 7-8-7 8-8-9 1 11 4-14 - +- 15-0-0 -�-16-6-0---1 3-7-2 2-8-5 1-0-2 0-4-15 1-0-2 2-8-5 3-7-2 1-6-0 9rele=129.1 354112 4.5 M1120- 4x5 M1120� 4 56 M1120� 3 T2 \ W4 5.WO 12 / W3 '1 W5 214 M11201 /W2/ \ \�yy2.4 M1112011\ 2 11II20-- ___ T 3.4 M1120= }] 3,4 MII20= 314 M1120— 3,4 M020— 2.00 f12 \\/ 4.5 MII20= 415 MII20= 7-7-3 30-0-5 - - - --3-7-2 6-10-11 -4-1?P-1 11-4-14 f- ----15-0-0- - - 30-0-5 3-7-2 3-3-9 0-6-2 0-6-2 3-3-9 3-7-2 0-2-7 Plate Offsets(X Y) 11:0-3-12,0-0-5],[7:0-3-12,0-0-5] LOADING(psf) SPACING 5-0-0 CSI DEFL in (loc) i/defl L/d PLATES GRIP TCLL 20.0Plates Increase 1.25 TC 0.43 Vert(LL) 0.16 10-11 >999 240 1 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.17 10-11 >999 180 '1 BCLL 10.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.09 7 n/a n/a i BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight 164 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.) [P] BOT CHORD 2 X 6 SYP No.2 (Switched from sheeted:Spacing>2-0-0). WEBS 2 X 4 SYP No.3*Except* BOT CHORD Rigid ceiling directly applied or 8-7-4 oc bracing. W4 2 X 8 SYP DSS JOINTS 1 Brace at Jt(s):3,4,5 REACTIONS (Ib/size) 1=1531/0-3-8,7=1787/0-3-8 Max Horz 1=-355(load case 5) Max Upliftl=-1434(load case 4),7=-1895(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-4404,2-3=-4324,3-4=-3555,4-5=-3552,5-6=-4179,6-7=-4262,7-8=85 BOT CHORD 1-11=4009,10-11=3564,9-10=3535,7-9=3868 WEBS 2-11=-299,3-10=-154,5-10=-109,6-9=-291,4-10=2009,3-11=615,5-9=484 NOTES (9-10) 1)2-ply truss to be connected together with 1 Od Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 8-2 rows at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)All bearings are assumed to be SYP No.2 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1434 Ib uplift at joint 1 and 1895 Ib uplift at joint 7. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1,7. 9)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 10)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCS]-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 component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard PERMIT WORKSHEET Certificate of Occupancy Job Address: Type Work: Property Owner: CSR. Phone # �3 7K Contractor: Phone # Permit#: / 92 Date Issued: Tree Permit# ob - .3-zull Foundation Permit# Demolition Permit# BUILDING ELECTRIC # MECHANICAL # �� PLUMBING # Tem .Power# Footing JEA Release Date Temp. Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final I Final Final Final JEA Release Date Drainage Inspection: Paul Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final ^—� Fire Inspection: Failed Inspections: Date Paid: (— —} CITY OF ATLANTIC BEACH 800 SE HNOLE ROAD _r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034525 Date 1/03/07 Property Address . . . . . . 2251 W OCEANFOREST DR Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc miscl ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ FORSYTH, SCOTT&PENNY LORE ELECTRICAL CONTRACTORS 2251 OCEANFOREST DRIVE 210 N. ROSCOE BLVD ATLANTIC BEACH FL 32233 PONTE VEDRA BCH FL 32082 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/02/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERNITT IS APPROVED ONLY IN ACCORDANCE Wr1rI ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE ]FLORIDA BUILDING CODES. Crtv®LA&ndc Beach Permit h►�f��n To: TEA Electric Order Fulfillment, (Fax No.: 665-7372) . Attention:.Carol Schweizer/Lorie Craven,21 Vilest Church St T-4 (665-6521) Subject: City of Atlantic Beach Permit# D 34 2.5� Date: /. -3- o-7 Service Address: 2.Z S r Owner: Owner Phone: Electrician: 0'e e; Electrician Phone: Type of Work: New Service [+] M-Home Subfeed [� Increase Service L] Heat& AC Li Repair Service [_] Other Li Rewire [] Other Description: Temp Pole Service Type: (Overhead (Repair/Replace) L_lUnderground(New Services) Building Use: OResidential ( Church "Environmental "M-Home "Commercial "Other Other Use Description: Service Size: New Service: Amps: 'Volts: Phase: Existing Service:Ampts: Volts: Phase: E-mail: cravli(Mica.com or schvrciii@,,iea.com or resom@}ea.coin Vit} CITY OF ATLANTIC BEACH 101 ELECTRICAL PERMIT APPLICATION Date: / 7 Property Address: 2,-S—/ (X) aA & Owner: /M - Telephone#: Contractor: L 7— Telephone#: l'6 V-223-11v? Contractor Address: 2-10 zV Af'z-ag- v Fax#:57hV3-U��f� Contractor Signature: In consideration of permit given fo doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑` New ❑ Residence Ll Temp. Ll New being done on this building la Old LlCommercial ❑ Signs ❑ Increase Pe'site,list the building gn Permit number: ❑ Re-wire �e'Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER El. ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED A9 OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf Ea._Sign Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845• htta://www.ei.atiantic-beach.fl.us Revised 1/04 Customer fv�rY; TERM/NIX ENDO Applica ion Record Address 4`' . kL Date of Application Time In241V Time Out 11.2t" City /��Lm h c State Zip 2 Applicator(s)/Certif.# Phone ` '`"" %r�lw Contract # 110I,�,e?"% Supervisor/Certif.# ------------------------------------------------------------------------------------------------- !' �II ❑Original Treatment ❑Retreatment retreatment Terminix Address 7S' V. ."1461 ill ❑Complete Treatment ❑Limited Treatment City f State X2 Zips Z� ' ❑ Telephone *Wind Speed *MPH from the(direction) Target Pest eSubterranean Termites ❑Drywood Termites ❑Old House Borers ❑Powderpost Beetles ❑Wood Decay Fungi ❑ Product Applied Chemical Manufacturer EPA# % Applied Amount ❑Advance Termite Bait Diflubenzuron Whitmire Micro-Gen 499-488 ❑0.25% ea Formulation ❑Bora-Care(SL) Disodiumoctaborate Nisus 64405-1 ❑9% ❑13% gal A=Aerosol ❑16% ❑23% B=Bait ❑Cy-Kick(A) Cyfluthrin Whitmire MicroGen 499-470 ❑0.1% Oz D=Dust ❑Phantom(SC) Chlorfenapyr BASF 241-392 ❑0.125%❑0.25% gal EC=Emulsifiable Conc. ❑Premise Foam(A) Imidacloprid Bayer 432-1391 ❑0.05% Oz C„06uspendable Conc. ❑PTxtise Gel(B) Imidacloprid Bayer 3125-544 ❑0„001% ams SL=Soluble Liquid I°er Q' midor SC(SC) Fipronil BASF 7969-210 L4.06% ❑0.125% gal SP=Soluble Powder ❑Termidor 80(WG) Fipronil BASF 7969-209 ❑0.06% ❑0.125% gal WG=Water Dispersible ❑Tim-Bor(WP) Disodiumoctaborate Nisus 64405-8 ❑10% ❑15% gal Granules ❑T Max AG Bait Noviflumuron o WP=Wettable Powder Dow A - - roSciences g 62719 454 81370 ❑0.5/o ea ❑T-Max Termite Bait Noviflumuron Dow AgroSciences 62719-453-81370 ❑0.5% ea *,geI/10 linear feet/ft Rate ❑T-Max II Termite Bait Diflubenzuron Terminix 499-500-81370 ❑0.25% ea 4 The following are by Corporate approval only: Ll Prelude(EC) Permethrin Syngenta 100-997 ❑0.05% Ll1% LJ 2%2% 02 g>1/10 1lnear feet 9 ❑Premise 75(SP) Imidacloprid Bayer 3125-455 ❑0.05% ❑0.1% gal 4-i"gal/10 square ft ❑Premise 0.5(SC) Imidacloprid Bayer 3125-497 ❑0.05% ❑0.1% gal ❑1.5 gal/10 square ft ❑ProBuild TC Cypermethrin Syngenta 100-1006 ❑0.25% ❑0.5% gal ❑ / O ❑Applied at less than label rate ❑ ❑Monitoring Stations only(no bait) G ❑*Gas Engine *ElP,ptflc motor ❑*Diaphram Pump Ll*Piston Pump ❑*Roller Pump Ll*In-Line Injection System ❑*25 PSI or less at nozzle 50 PSI or less at nozzle ❑_*PSI at pump ❑_*PSI at pump ❑ ❑*Hand Duster ❑*Aerosol Injection ❑*Compressed Air Sprayer ❑ Areas Treated: ❑See Below ❑See Contract Graph ❑See Attached Graph Description of Areas Treated t'A.�.f. f"i J{ k•?J'�'s`i�• �nAC�C rJ 7 FFF J J x1z Control Services have Activity been performed on my property to my satisfaction. Customer l%�"%~` '"{' f-Comments Termite TechnicianL Manager Bookkeeper Key#31117 Rev.7/06 R/P 7/06 02006 The Terminix International Company L.P. Complete where applicable. ft CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001730 Date 12/19/08 Property Address . . . . . . 2255 W OCEANWALK DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1CU IAHU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WILLIS CONTRACTORS, INC. SNYDER HEATING & AIR 220 14TH AVENUE SOUTH P.O. BOX 16826 JAX BEACH FL 32250 JACKSONVILLE FL 32245 (904) 641-0600 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/17/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ;. f. ., CITY OF ATLANTIC BEACH O`l- l 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)2475826 9 FAX NO.:(904)247-5845 / BUILDING-DEPTOCOAB.US MECHANICAL PERMIT APPLICATION OVAL COUNTY 1.JOB ADDRESS: 2 IS THIS A SUB PERMIT: 13.DATE: a2,5 S o C WA,-Y, 017- NO Atlantic Beach FL 32233 AYES PERMIT V. PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: V4-S I I o2Ltl' MECHANICAL CONTRACTOR: 7.NAME OF COMPANY: S.ADDRESS.: n> 1)k17 CO PU- 3oX , FL 32-1-t5 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: C�U`n133o� 641- 2.31` 12.EMAIL ADDRESS: 13.OFFICE PHONE: 14. (,y1-oLov Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time afte work is commenced. CONTRACTORS SIGNATURE' �4 It CLASS OF WORK: 16.BUILDING: 17. VICE: 18.CURRENT CODE: EW INSTALLATION ❑ W RESIDENTIAL 0'06 FLORIDA BUILDING CODE- REPLACEMENT OF EXISTING SYSTEM MtXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER MECHANICAL EQUIPMENT TO BE ALLED: 19.HEAT: ❑SPACE [3,RECESSED ErCENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM VfCENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: Cfm 22.REFRIGERATION: MAX CAPACITY: Cfm 23.COOLING TOWER: CAPACITY: gpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑ PUMP ❑WELL ❑PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED SUJ /- PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: 31.COOLING EQUIPMENT: AIR CONDITIONING.RE FRIGERATICN EQUIPMENT.IPM OND OR C:` NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY q?w 3sr�� %2n�1;- 32.HEA NG EQUIPMENT: BO ILERS.FIREP IR HANDLERS ETC. OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY IM y7'C-C 3 (31 1 1 4)1- 33. L33.TANKS: APPROVING NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY COAB FORM BLDG03:REVISED:1/18/2008 r J` �- " � '1 I CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ` ATLANTIC'BEACH,FL 32233 ' INSPECTION PHONE LINE 247-5826 Application Number . . . . 06-00033916 Date 9/15/06 Property Address . . . . 2254 W OCEANFOREST DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ----------------------------------------------- ----------------------------- Application desc GAS PIPING ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WATSON CUSTOM HOMES ! SAWYER GAS COMPANY 98 PENMAN ROAD ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-6471 ------------------------ Permit . . . MECHANICAL PERMIT Additional desc . Permit Fee 70 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Expiration Date 3/14/07 ------------------------ --------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 ! I I i PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH fl� MECHANICAL PERMIT APPL ATION Date: S Property Address: Owner: W A'i- o n i 11lJl 5�- O i�'1 t S Telephone#: Contractor: �� „_, 9-4 As Telephone#: Contractor Address: S, P64 Fax#: Contractor Signature: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: ❑ Electric ❑ Gas: LP Natural Central Utility ❑ Oil 121 C�Z ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space _Recessed _Central ,Floor Residential ❑ Air Conditioning: Room Central ❑ Duct System: Material ^Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _— Manlift Escalator (Number) ❑ Replacement of Existing System Z) Gasoline Pumps (Number) ❑ Tanks (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency Z dJt�t�' F1ti 7' S 01 e5 800 Seminole)Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fag: (904)247-5845• http://www.ci.atlantic-beacb.fl.us Revised 1104 1 *'S�1j'J-rj 01 `x City of Atlantic Beach Building Department sear Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: May 1, 2007 Contractor: Watson Custom Home Builders Address: 2254 W. Oceanforest Dr., Atlantic Beach, F132233 Construction Type: Singles Family Residence Permit Number: 06-32892 DAVID HUFSTETLER BUILDING OFFICIAL 1 -CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033334 Date 6/22/06 Property Address . . . . . . 2254 W OCEANFOREST DR Tenant nbr, name . . . . . . INSTALL 27 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ WATSON CUSTOM HOMES C.W. WOOD PLUMBING 1328 ROMNEY STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 744-6604 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . 224 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 224 . 00 224 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 224 . 00 224 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. m ° , CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033313 Date 6/20/06 Property Address . . . . . . 2254 W 'OCEANFOREST DR Tenant nbr, name . . . . . . TEMP POLE / n/fw J-oe vie£ Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED x200yS Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ HUNTER ELECTRIC 11624 DAVIS CREEK ROAD EAST JACKSONVILLE FL 32256 (904) 268-4203 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 140 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 140 . 00 140 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 140 . 00 140 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLAN-nC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. p, 2 CITY QF ATLANTIC BEACH, FLORIDA +�rrA�by APPLICATION FOR ELEC'TRICA3. PERMIT TO 'C"He CHIF F ELECTRICAL INZPECTOR: DAM- (In tMPORTANT NOT;C2:: IN CONSIDERATION OF PERMIT CIVEN FQR OOING THE WORK AS OESCRISF-D IN TlAe FOLLOVONC. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCOROANC4 WITH THE ATTACHED ?LAWS AND SPFC1FlCA*nCNS, WHICH ARF A FART HEREOF, ANO 1NWACCOROAN INITH rHE ELECTRICAL RECUL\TIOM, CODES AND CITY OF ATLAxTIC @EACH ORDINANCES. E gC.'CRIC.AL F1RtiA: MASTER t6AN SICv RE r. NA1: n- ACOREss: .� /ll'-UY��� �� a> a aox .'v1 BLDG.SI A>rS.{ ) APr, ( } COMM,( } PUBLIC( ) 1NpU5,( 1 NEW ( } OL.0 ( ) REW.( } A001-MON ( } TRAILI=X11,CREASt TEMP.( } SSGI�S I 1 1.1a, Fr SERVICE_: NEWS ( ► REPAIR ( } FEE GOr�DIIGYOR 51Z= D AMPS C09VIrZA ( ) A%JJ1N. I � VATCH OR mAt!AKr=A AMPS � PH w �4T RACF`NAY EX%ZT.SERV.SJZE AM?5 P" W VloT lRACVWAY FEEDERS Na. 9z>_ NO. ! SIZE No. SIZE LICHYINaa OUTLET s CONCEAL.S12 I aAqaiV TOTAL y 71 RECEPTACLES C77NCfaLi;D OPEN TOTAL }W rTC>~E:S INCAM O ESC ENT FCUOttES_GE147 S M.V.__ wrrclnsvc>;� $ELL TRANSF, Alli hp. RATING K.P.RA7TNG CUNDl'nONING CnMP.M0 rc OTHER MOTORS Amm CVL.HEAT: )CN,HF-AT } ZOYER rNoTORs ".P. r VOLTAGE P1�S NO, I KP. VOLTAGE P1iS .1HISX:ELLAAIaOt.�S ��, TRANSFORMERS; UNDER 600 V, t OVER SU4W. —~ NO, KVA Ntl. KVA 1 11E NO.MEON rRANSF, »Q, VA, MA, MOTOR SIZE SGV1TCIi FLASf4le EAC-1 SIGN Ff]1iWAA10ECO) t 04 (0 ofAAutdc Beach PermitI���ra To: JEA Electric Order Fulfillment, (Fax No.: 665-7372) Attention:. Carol Schweiaer/Lorie Craven,21 West Church St T-4 (665-6521) Subject: Citgo of Atlantic Beach Permit# —67- 0 o 4 s& Date: 6?. a. o 7 Service Address: Owner: Owner Phone: Electrician: Electrician Phone: Type of Work: New Service �� M Home Subfeed [� Increase Service Heat & AC [i Repair Service [_] Other [� Rewire [�] Other Description: Temp Pole [� Service Type: [_,Overhead (Repair/Replace) Underground(New Services) wilding Use: L 1,11fesidential. LJChurch UEnvironmental LJM-Home (fCoinmercial (JOther Other Use Description: Service Size: New Service: Amps: Volts: �`�d Phase: Existing Service:Amps: Volts: Phase: E-mail;cravli@�ca.com or seliwcm@,Iea.com,Iea.com or resp 2i jea coag 7S!y-1r`l1f JZ EARLY POWER AGREEMENT & RELEASE Vr CITY OF ATLANTIC BEACH Electric power is requested now under the conditions and terms of this fully executed Agreement&Release Job Address: Permit No. 6 —,66 00Dy 3 Service Type(Circle One): Overhead Underground A, O� ?j z 7 We,the undersigned General Contractor and Electrician,understand and agree: 1. `Early Power" is purely for our construction convenience, it is not required by Codes and does not substitute for Final-Inspectionsor the C/O(Certificate of OccupancyThat must be issued bel`ore occupancy, and as such is at the discretion of the Building Official. 2. The City of Atlantic Beach will make a special inspection prior tothe early power energizing. All rough inspections must have prior Approval, including meter base connections. 3. Occupancy or use of the new construction before a formal C/O constitutes fraudulent use of the early electric service. Such action is expressly prohibited and penalized by The City of Atlantic Beach Ordinances. A violation of this Agreement shall result in a request for prompt removal of electric service after a twenty-four hour notice. 4. `Early Power"release authority is the Electrician and/or the Contractor and must not occur before: a. Equipment,devices and fixtures are installed(or blanked off)safely. b. Panel is complete with breakers and cover,and(labeling required at final inspection). c. Service connection and grounding is complete. d. The electric system has safely passed through electrical check. e. Meter can is permanently marked with address. f. Temporary address numbers displayed(Permanent numbers are required for C/O). 5. Pay$300. administration fee, any reinspection fees and any outstanding requirements must be satisfied prior to release. 6. This fully completed form is to be submitted to the Building Department by hand,mail or fax. 7. Future such Agreements will not be accepted from those who violate any one of the above items. CONTRACTOR AJ (7" l )n AkAlleb DATE PRINT NAME ELECTRICIAN f7.r N e 6 i; ��-T rl C, DATE PRINT NAME I-Al-n lec- 800 Seminole Road,Atlantic Beach FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 littp://www.coab.us revised 11.29.06 f r�11 ° , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 07-00000036 Date 2/02/07 Property Address . . . . . . 2254 W OCEANFOREST DR Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc early power ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WATSON CUSTOM HOME BUILDERS 301 KINGSLEY LAKE DRIVE SUITE 504 ST AUGUSTINE FL 32092 (904) 584-1700 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 300 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/01/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 300 . 00 300 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 300 . 00 300 . 00 . 00 . 00 PERMIT I5 APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY QF: ATL.a,lN7C $EACH, FLORIDA :�14•••y a. APPUCATION tOit ELECTRICAL PER MIT TO T}+QCHIFF EL.ECTRICA,i, IN_-.P£CTQR: GATE: T3 1M IORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR OO(ING THE WORK AS 0>rSCRISED IN THE POLLOWINC. WE HERESY AGREE TO PERFORM. SAID WORK (N ACCAROANCZ VTH THE ATTACHED PLANS ANO SPIMIEICA'nONS, WHICH ARE A PART HEREOF. AND IN-ACCOROAN "N►TH THE, ELECTRICAL R£CULATIONS, CODE5 ANO CITY OF ATLAP47IC BEACH ORDINANCES. E 3rt:""RSC.Af_ FVRM: MASTS � IC1AN SICU Ht: 1 ATSo \ 1 _S �L I C�' �NF�T I r S IUA.r,t Aaar�F�s: UFe .x nl.DG.SIZE 'T'"10 . aETWriCN- "Ole, RIS.(>✓I APT. f } =MM.( } PU13LIC( I 1NDus.( 1 NEW ( 1 CsW I } REW.{ } AOOITION ( } TRAIL,EH ( } TIEMP.( ) SIGNS ( I K2 FT. SERVICE. NEW{ } 1 cRF kSL•( ► REPAIR ( ) FEE cal%cEIG7OR SIZE V am-n cc#'PFtt f 'r ALUM. 1 1 VATC H OR BRt!AXr:A AMP'S I PH w T RACMAY MST.SERV.SIZE AMA" Pl4 W 1440 1.7 RAGL1Nr4Y FEEDERS NO. SIZ$ NO. SIZE NO. SIZE LICHYING OUTLETS CL1Nr�ALfD aPl;i�t TOTAL R ECEP'TAGLES Cil NCE-LED c P1=N TOTAL 40-.A6 5 w rrc>~�s • INCA14 0 ESC ENT FLUORESCENT&M.V. 1 htP-LJANC4A $ELL rRANSF, AIRh.P. RATING RATING ' 4 CONDITiONfl4C, CDMP.MQTdR OTHER MOTORS AMP:, ICEIL,MEAT: 1CN.HEAT I dYER MOTORS >i.P. r VOLTAGE R1 MS NO. 1 KP. VOLTAGE PINS .1/iS.c:E L LAN�OUS TRANSFORMERS: UNDER 600 V, OVIER 60Q W. No. ItVA Nd_ KVA �I NO.NEcN T RANSF, rte, VA. MA, MQTOR SIZE SWITCH r-i_xsNj EAQ4 SIGN FORWAACED C-R k OLO'000` �a�'j 1 2) CITY OF ATLANTIC BEACH 800 SEAOHNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 JS,1 Application Number . . . . . 06-00033537 Date 7/20/06 Property Address . . . . . . 2254 W OCEANFOREST DR Tenant nbr, name . . . . TUG ON TEMP POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- HUNTER ELECTRIC 11624 DAVIS CREEK ROAD EAST JACKSONVILLE FL 32256 (904) 268-4203 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 .00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 .00 PERMff IS APPROVED ONLY IN ACCORDANCE Wrm ALL CffY OF A11 AN nC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r m ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 06-00033871 Date 9/11/05 Property Address . . . . 2254 W OCEANFOREST DR Application type description MECHANICAL ONLY Property Zoning . . . . . TO BE UPDATED Application valuati n . . . . 0 Application desc 2 CU 2 AHU ---------------------------------------------------------------------------- Owner Contractor ------------------ ------ ------------------------ A/C MASTERS HVAC INC ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 139 . 00 Plan Check Fee . 00 Issue Date . . . . i Valuation . . . . 0 Expiration Date j 3/10/07 ------------------------- --------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- --------- ---------- ---------- ---------- Permit Fee Total 139. 00 139 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 139 . 00 139 . 00 . 00 . 00 i PERMIT IS APPROVED ONLY IN ACCORD CE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. f�0 CITY OF ATLANTIC BEACH f 800 SE HNOLE ROAD r ` rC4, ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . 06-00032892 Date 5/31/06 Property Address . . . . . . 2254 OCEANFOREST DR Tenant nbr, name . . . . . . NEW SINGLE FAMILY RES Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 300000 Owner Contractor - ------------------------ ----------------------- WATSON CUSTOM HOME BUILDERS 301 KINGSLEY LAKE DRIVE SUITE 504 ST AUGUSTINE FL 32092 (904) 584-1700 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1130 . 00 Plan Check Fee 530 . 00 Issue Date . . . . Valuation . . . . 300000 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .53 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 22 .48 AB CONSTRUCTION SURCHARGE 2 .49 STATE RADON SURCHARGE 10 . 17 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 1110 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1130 . 00 1130 . 00 . 00 . 00 Plan Check Total 530 . 00 530 . 00 . 00 . 00 Other Fee Total 2840 . 67 2840 .67 .00 . 00 Grand Total 4500 . 67 4500 . 67 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDM CODES. BUILDING OFFICIAL • r l+i v CITY OF ATLANTIC BEACH � PERMIT CALCULATION SHEET Date ��7��� Permit Number Address Contact Name Tot wt e t (0*r S o 4 Phone 0 y Heated Square Footage 4/4( 1-0 @ Z per sq ft=$ 4172 , 9410 Garage/Shed 7 @ $ 57 per sq ft=$ 3 �-- Carport/Porch .S @ $ 4(6 per sq ft= $ 3 d 36 Deck @ $ per sq ft=$ Patio @ $ per sq ft=$ TOTAL VALUATION: $ S3 S�Z.. Total Valuation 1st $ Remaining Value $ per thousand or,portion thereof CONSTRUCTION TYPE: 14 TOTAL BUILDING FEE $ ZONING: P U D + % Filing Fee FLOOD ZONE: 2j Fireplaces @$1` " ?d INIPERVIOUS SURFACE: � 76 AB CONSTRI S CAPITAL MT. CITY RADON SECTION H Il& SEWER EMPACT �D SEWER TAP FEE:. $ ST CONSTRUCTIG ._ t/g96 $ STATE RADON SU1 —.vB_;�f yL $ WATER CONNECT/METER ONLY $ WATER CONNECT/TAP&METER $ WATER CROSS CONNECTION $ WATER IMPACT FEE $ //10111 OTHER $ GRAND TOTAL DUE: $ 1/13/03 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION „ (New/Residential & Commercial) (Q� 4 nlo(, Date: Job Address: Owner's Name:"a n�” }{� /) � '�O�Cit� ,�,1 Address: �p �. C 1 11 l�� ��" I IC ate- rhone: q04'4174 1314 1/ Legal Description: Block Number: ^Lot Number: g Zoning District: Contractor: `1�` W'Q, r Y- 1 J •; '` State License Number: UP, Address:_ � _ Dr. SUA& rPhone: 9()A_f 5V-kr1C0 City: :F2F. 1C1l�-hJat J State:F� Zip�_�'_Fax: (`f- - )- t O1 Describe proposed use and work to be done: N 6 W �a/lJ ST�v�TsOl�l �s7UG L� f"-`7' euzw r, - Present use of land or building(s): Valuation of proposed construction: -3w, U30 Is approval of Homeowner's Association or other private entity required? *S If yes,please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? ❑NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 2 Revised 8/04 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: I Mailing Address. os Telephone: = �_ - 1 Fax: u"1-1(�) E-Mail: YYI I eI'1f IIC5 I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. awl- AS TO OWNER: Sworn to and subscribed before me this 1" day of Qr I L ,2001D. State of Florida,County of Duval Notary's Signature: Personally known ❑ Produced identification Type of identification produced Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of L.— ,20 OHO . State of Florida,County of Duval Notary's Signature: Ulu �10rPu%; DALE WALDRON MY COMMISSION#DD443473 Personally known 0.* o EXPIRES:June 22,2009 ❑ Produced identification (407)998-0153 Florida Notary Service-corn Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.attantic-beach.fl.us Page 3 Revised 8/04 ?i..L�r,�� CITY OF ATLANTIC BEACH c TZ BUILDING /ZONING DEPARTMENT D. For r. 800 Seminole Road w J - V Atlantic Beach,Florida 32233 p(� (904)247-5800 (904)2475845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 6(0 las q,:?-, Property Address: a.��' �I l 1A601. �� IV (� Applicant: W k2n r-'utrbm h M-f, W1 Project: IIg This pe application has been: A roved � 40- L Reviewed and the following items need attention: 3S- a lo' 'SA -Mf �6 U r i - Syr Oka •s /ll r 8�-r►� �a.n � � rav���s Q-- Please re-submit yo a cation when these items have been completed. Reviewed By: Date: Date Contractor Notified: U�� ��'0611 Page 1 of 1 yy http://maps2.coj.net/output/jaxMapsP_GISMAP12264203213271.png 518!2006 Page 1 of 1 sc�,'•i II ,I Vii I mil vl �'�I�iP 111 it f�l�I�,,,�S�lil !„IR I 1 Copyfigfi#{C}7AD8 Cilp e6;.lydmear��e.ftr � - �: http://maps2.coj.net/output/jaxMapsP_GISMAP23912228413290.png 5/8/2006 s r''f CITY OF ATLANTIC BEACH s Sf PUBLIC UTILITIES DEPARTMENT _ 1200 Sandpiper Lane �r Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # UQ-1' 2N— Property Q-1' NJ —Property Address: Applicant: " ^ Project: �( Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. a Your permit application has been reviewed by the Public Utilities Department and the following items need attention: a- Aftc ' C' -- tA u j04 o C ec r RT o /cJi S ef {v e i Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904) 247-5834. Re vie d y Donna K 'ak, Public Utilities Director Da Signature MAY -. 2005 Contractor Notified Date��- �i' WATER IMPACT FEE WORKSHEET ADDRESS: V5 0t -3a y9� DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool 2 attachments) 2 1J Bidet 2 Combination sink and tray 2 Dental lavatory 1 D'+shwashin ,machine,domestic 2 oC. Drinking fountain/lcemaker Y2 D.5 Floor drains 2 Hose bib 1 1 Kitchen sink, domestic 2 Kitchen sink, domestic.with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower com artrnent, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple)each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation g TOTAL NUMBER OF UNITS= ,s MULTIPLIED X 20 TOTAL$ ///D PREPARED BY&RETURN TO: Alan B.Almand,Esquire 'ALAN B.ALMAND,PA. 3721 Dupont Station Court South f JACKSONVII..C,E,FL.32217 • NOTICE OF COMMENCEMENT State of Florida County of Duval To whom it may concern: The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713;Florida Statutes,the following information is provided in this notice of commencement Oceanwalk Lot 18 I General Description of Improvements: construct single family dwelling Owner information: Name: Matthew and Kimberly.Spencer Address: 608 McCollum Cir.Neptune Beach,Fl.32266 j Owner's interest in the site of the improvements V other than fee simple tide holder). Name of the fee simple title holder(if other than owner). Name: Address:, 1 Contractor. Name: WATSON CUSTOM HOME BUILDERS,INC. Address:301 Kingsley Lake Drive,St Augustine,FL 32092 Surety on any Payment bond.- Name. ond:Name: Address: Amount of Bond- Name ondName of any Lender making a loan for the construction of the unprovements: Now. R G Crown Bank Address: 1398 E.Semoran Blvd.#29U Casselbetry,Fl.32707 Persons within tate State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7,Florida Statutes: Name. Address: In addition to himself,owner designates the following person to receive a copy of the hent s notice as provided in section 713.13(1)(b),Florida Statutes: Name: Address: This Notice of Commencement shall expire one year from the date of recording. By Matthew S cer ACimbBy:• erly 9pencet. STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged this 7th day of December,2005,by James D.Watson,President of WATSON CUSTOM HOME BUIT.DERS,. INC., who is RaLquaux known to me or have produced as identification. rnM M "UK Notary Public,State of rider exlnasf:sqL sk"M Print Name. 'f I C)C ell P lh(f)L (NOTARIAL S w►I we+a Naa.Nerrewieaem, My Commission Expires: t `N IQq Dot•20DBT04M.OR SK 13239 Pepe 1210, Number Pepes:t Filed d RetwdW MA42008 at 09:18 AM, AM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00. T00/TOOK► XBH /t :nT nuT. onnvawnire ITY OF ATLANTIC BEACH -` 800 SEMINOLE ROAD n�s, — ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5$26 n y Application Number . . . . . 06-00032647 Date 3/30/06 Property Address . . . . . . 18 LOT OCEANWALK DR Tenant nbr, name . . . . . . TREE REMOVAL Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ OWNER ATLANTIC BEACH FL 32233 ------ ---- ------------ ------------------- --- -------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . 3/30/06 Valuation . . . . 0 Expiration Date . 9/26/06 ---------------------------------------------------------------------------- CX nx Fee summary Charged Paid Credited Due Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. hf' BUII. ILIAL % I�`'' ''J,� CITY OF ATLANTIC BEACH cc BUILDING/ZONING DEPARTMENT Pu� 800 Seminole Road LHiggins { ' Atlantic Beach,Florida 32233 �'JFil�r (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Applicata®n # 24�Qpm Property Address: W1 ycc uan Applicant: _ `��1�.� lv��d ff. -1 Of(5- Project: FO ` `P This permit application has been: 0 Approved F--1 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: O. C30X 7779, JACK .JVILLr,-, R. 771 -202 ' 12�51fi N11A1. IN 0 MI �WNO %WM5 L.OMr 5QuAm r-00-rA e 28,879 5.r-. -- CAR055 ��� ioF-5mllr r-oiz N •�s� Zb v"N,, U11ti.{?Y, & 5evvt -,__, gd,�ty I 4 v LAKE Iarc, �n --or WAMZ OF PANK ME UNE ap�ox, rap I Q -- - C/ z� V 33' WAT 10' ��"1— OAK t��t11 Uo Z 14'-2' 9' 1 ITEM V- 40' AK 0 114 9i MA&GUA g ..,ph ; M PALM ` ' ` peg na CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT �,- r, i v' o - i 1200 Sandpiper Lane CITY OF AT' ANTIC F3EACH -% Atlantic Beach,Florida 32233 � % (904)247-5834 ' (904)247-5843 Fax MAY 0 1 2006 www.coab.us BY: PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: OnAm�b ffi 'L- bal, (_f(tr Pro' t: _ 1LA Qft R11 Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. S� )R Your permit application has been reviewed by the Public Works Department 52Cft�'Yl> and the following items need attention: Provide construction site management plan."f� Provide erosion and sediment control plan with details. 5 Driveway maximum width is 20 ' through right-of-way with flare 3 ' from edge of pavement . Q)L,Povrz'e driveway material. If pavers, a Revocable Enr ent Permit is required. Cannot replace sidewalk w rs. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-5834. Reviewe b eek Carper, P.E. Public Works Director Y �'P i � D DECEIVED Signature MAY - 1 2006 Contractor Notified Date CL BY: \i\ - ('/ / CITY OF ATLANTIC BEACH X. , PUBLIC WORKS DEPARTMENT tr kP77f4lt :'f 1200 Sandpiper Lane j Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS � Permit Application # (yo, Property Address: ���� �C�Q �,'1 U�l�� yr i a Applicant: l� 0:ifm u—C iekh_ m Project: FOL 1 I ❑ Your application is approved as noted by the Public Works Department. Final application approval most come from the Bu ldinng Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: Provide construction site management plan. Provide erosion and sediment control plan with details . Driveway maximum width is 20 ' through right-of-way with flare 3 ' from edge of pavement. Provide driveway material. If pavers, a Revocable Enroachment Permit is required. Cannot replace sidewalk with pavers. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call(904) 2475834. Reviewe by ' k Carper, P.E., Public Works Director DFP k-C E I V E D `'7� �1e Signature MAY - 2006 Contractor Notified Date 0. BY: �0 —j�Y /70! 1-kwt W /.� P. 0' TRANSACTION REPORT ----------- MAY-02-2006 TUE 10: 14 AM x FOR; ATL, BCH. PUBLIC WORKS 904 247 5843 x DATE START RECEIVER TX TIME PAGES TYPE NOTL,-----) DP %{ t MAY-02 10, 14 AM 819045841701 0 SEND 16USY 761 TOTAL OS PAGES; 0 CITY OF ATLANTIC'BEACH PUBLIC WORKS DEPARTMENT � f� � s� � �� � 0 � ,'1 INO SandpiperUme C17Y OF A,L.,I�i�C�' Atlantic Beacb,Florida 32233 (944)247-5834 9 (904)247-5843 Fax MAY (j I ' www.coab_us n � I PLAN REVIEW COMMEN'�!� 'Permit Appiicatioln ]Property Address: � ----- Applicant: Project: ', ,!_. _T�If la 1,1 L(_(- -----___r L) Your application is approved as noted by the Public Works Department. Final application approval mast come from the Building Department. 4 Your permit application has been reviewed by the Public Works Depardnent and the following its nis need attention: Provide construction site management plan. r _1 _,_ --A --A,--ert- •nni-rni nl ;;n with details . P, 0, M TRANSACTION REPORT -- MAY-02-2006 TUE 10:39 AM �c �c FOR; ATL, BCH, PUBLIC WORKS 904 247 5843 DATE START RECEIVER TX TIME PAGES TYPE NOTE MO DP X MAY-02 10;38 AM 819045841701 **1 **11 0 SEND BUSY 763 x TOTAL OS PAGES: 0 CITY OF ATLANTIC BEACH[ / PUBLIC WORKS I)11sTART1414.91 T R Er� f D � 1200 Sandpiper Lane CITE C�F i1Tl ^I�'i'�„ Atlantic Bcach,Florida 32233 (904)247-5834 - (904)247-5843 Fax MAY 0 1 20061 www.coab.us i Permit Application # ]Property Address; % + 1e f,1. _.._— Applicant: Project: %A A 1,,Pr ---- t a Your application is approved as noted by the Public Works Department. Final application ap royal mast come from the Building Department, Your permit application has been reviewed by the Public Works Depart,'nent and the following iterrs need attention: Provide construction site management plan. n,.. A- nnA caeiimani- r,nntrol nlan with details . May 08 06 01 : 25p P• 1 0 To: Kerri Cunningham/City of Atlantic Beach From: Theo K. Mitchelson Jr. Re: 2254 Oceanforest Drive West/Spencer Household Hi Kerri, I am writing to confirm our conversation regarding the above noted ARC approval. I understand that you have(and THANK YOU for doing all you can to help us hold the line)a need to verify that we approved a slight incursion into the Oceanwalk 35' front setback. I assure you that we did, in fact, approve the front setback to be at a point(a couple of feet only)less than our 35' normal setback, but still greater than Atlantic Beach's front setback standard. The purpose was to allow for the saving of a beautiful oak tree in the rear of the property. It is our preference to"fudge"a little on the front, in order to help save the tree in the rear. If you have any questions,please do not hesitate to give me a holler. Sincerely, , Li Oceanwalk Association, Inc. P.O. Boz 331188,Atlantic Beach, FL 32233-1188 e 0 To: Matthew and Kimberly Spencer From: Theo K. Mitchelson Jr. /Architectural Review Board Re: House/Landscaping Plan Submittal Dear Mr. and Mrs. Spencer, It is with pleasure that I share with you that your house-and-landscaping plans(Unit 3, Lot 18)have been approved as submitted. Your home will most assuredly be a beautiful addition to our community. I know that you are eager to proceed, so by all means,please feel free to do so. If you have any questions,please do not hesitate to give me a holler. Sincerely, C6tip A yx_ � y Oceanwalk Association, Inc. P.O. Box 331188, Atlantic Beach, FL 32233-1188 PRODUCT APPROVAL INFORMATION SHEET FOR DUVAL COUNTY,FLORIDA Project Name: octan w3d Y.- Loi-*'-I t As required by Florida Statute 553.842 and Florida Administrative Code 911-72,please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above.You should contact your product supplier if you do not know the product approval number for any of the applicable listed products.Information regarding statewide product approval may be obtained at: www.floridabuildin .oar . Category/Subcategory Manufacturer Product Limitation of use State Local Description # # A.EXTERIOR DOORS I. Swinging Kinco,Ltd, Masonite-Johnson Installation of product must conform to documentation 980.1 Doors Fiberglass published by Masonite.Products must be install in Door Units accordance with Florida Building Code Masonite Wood-Edge Steel None Known 18.1 International Door Units 20.1 2. Sliding Kinco,Ltd. Aluminum Sliding Mark 2/3/4/5 SGD DP+351-35 4068 Panels,Mark 2/3/4/5 SGD 126.1 Glass Door DP+30/-30 3080 Panels,Mark 2/3/4/5 HP SGD DP+45/45 4080 Panels,Mark 2/3/4/5 XHP SGD DP+55/-55 5080 Panels MI Home 1.420 Aluminum 1.0-35 DP+35/-35 561.1 Products INC Patio Door 182x96 2. DP+40/-31 561.2 QXX 2.470/452 Per manufacturer's installation instructions. Aluminum Patio Door 96x81 X4 R- 25 Capitol 1.168 Fin Frame 1. DP+30/-30 685.1- 72x63 LC-30 2. DP+30/-30 685.2 2. Fin Frame 125x64 C-30 Per manufacturer"s installation instructions. 3. Sectional Wayne-Dalton 8000/8100 40028 Design Pressure+22.00/-24.66 As indicated in evaluation 22 Corp, 10'thru 16'wide report and installation drawings Design PSF+27.0/-29.0 As 8000/8100#0110 indicated in evaluation report and installation drawings.Products 22.4 10'thru 16'wide must be install in accordance with Florida Building Code ^rr Garage 1.{Stratford(M600) 1. Design Pressure+29.7/-33.8, Not for use in HVHZ 605.4. r - Doors and Heritage 2. Design Pressure +25.6/-29.1, Not for use in HVHZ 605.5 (M950)Dwg. IRC- 6016-140-17, 10' Thru 16' wide.) 2.(Stratford (M600) and Heritage (10950) Dwg. IRC- 6016-130-15, 10' Thru 16' wide. Overhead Series 180/280/380 25/37.5 psf, 16' max-dwg#409335 674.2 Door Corporation B.WINDOWS 1. Single Hung Kinco, Ltd. Aluminum Single Mark 40/50 DP+35/45 52.125 x 96,Mark 40/50HP 123.1- Hung Aluminum DP+50/-60 52.125 x 62,Mark 40/50HP DP+50/-55 52.125 123.5 Single Hung- x 75.75,Mark 40/50 DP+35/-35 52.125 x 96,TW Large Missile DP+50/-50 52.125 x 77,TW DP+45/-50 48 x 96,TW DP Impact Aluminum +35/-35 52.125 x 96,TB DP+50/-50 52.125 x 96, Single Hung- Thermal Break- Tilt Aluminum Single Hun -Tilt Capitol 1.165 Windows 1. DP+35.3/-43.1 675.1 Fin Frame 52x72 2. DP+35/-47.2 675.2 2. 165 Windows 3. DP+33.4/-42.7 675.3 Flange Frame 53x73 Per manufacturer"s installation instructions 3. 165 Windows Fin Frame Oriel 47x89 R-30 2. Horizontal Kinco,Ltd. Aluminum RW HP-DP+35/-35 108 x 62 XOX,RW HP— 124.1- Slider Horizontal Roller DP+50/-55 108 x 53 XOX,RW HP-DP+45/-45 72 x 124.3 62 XO, RW HP-DP+50/-65 72 x 53 XO, RW4-XHP Miami-Dade NOA#01-0525.01, Capitol 168 Fin Frame DP+30/-30 685.1 72x63 LC-30 Per manufacturer's installation instructions 5. Fixed Kinco,Ltd. Aluminum Fixed Mark 40/50 PW/CT DP+60-60 60 x 120 Tempered, 125.1 Mark 40/50 PW/ Mark 40/50 PW/CT DP+50/-50 54 x 84 Annealed,TW 125.2 CT PW/CT DP+60/-60 60 x 120 Tempered, 125.3 2 Aluminum Fixed TW PW/CT DP+501-50 54 x 84 Annealea, TB PW/CT +60/-60 60 x 120 Tempered,TB PW/CT DP+501-50 D t Aluminum Fixed Annealed TW PW/CT Hy-Lite 600/800 Aluminum 600/800 98x98 F-C30/7474 F-HC40/50x50 F-HC80/26x82 F- 2025.1 Products Inc. w/3 x 6 3x8 Blocks C80 625/825 7474 F-C35/50x50 F-C80/26x82 F-C80 Low Profile Builders Series 77x77 F-HC40/52x52 F-HC70/31x87 F- C80 Glass Block Series Alum, 57x57 F-LC50/Vinyl 57x57 F- LC80 Prestige Fixed Window 79x79 F-C35/55x55 F-C80/31x87 F-C80 Capitol 1.1651168 Fin 1. DP+35.3/-47,2 681.2 Frame 72x72 C-35 2. DP+451-47,2 2. 165/168 3. DP+45/-47.2 Beveled Buck Frame 72x72 C-45 Per manufacturer"s installation instructions 3. 3540 Fin Frame 36x73 R-47 9.Mullion Kinco,Ltd, Aluminum Installation must be in accordance with attached installation 957.2- Mullions instructions, Products must be install in accordance with 957,1 Florida Building Code Capitol CM-45026 Refer to pages 18/19 of the evaluation/test report upload for 880.1 Fin Frame Self- detailed design pressure(DP)limitations. DP values on page 19 Stacking Sill are in PSF. Dmax=L/175 C.PANEL WALL 1. Siding Owens Siding-Vinyl 1.Vinyl siding is limited to Type VI construction,as defined FL920 Corning Siding below. SECTION 608 -TYPE VI CONSTRUCTION Type VI is construction in which the exterior bearing and 920.20 nonbearing walls and partitions,beams,girders,trusses, arches,floors,and roofs and their supports are wholly or partly of wood or other approved materials.Type VI construction may be either protected or unprotected.Fire resistance requirements for structural elements of Type VI construction shall be as specified in Table 600.2 Products must be install in accordance with Florida Building Code 2. Soffitts Owens Soffits-Vinyl 1.Vinyl siding is limited to Type VI construction,as defined 2633.1 Corning Soffit below, SECTION 608-TYPE VI CONSTRUCTION - Type VI is construction in which the exterior bearing and 2633.6 nonbearing walls and partitions,beams,girders,trusses, arches,floors,and roofs and their supports are wholly or partly of wood or other approved materials.Type VI construction may be either protected or unprotected.Fire resistance requirements for structural elements of Type VI construction shall be as specified in Table 600. 2 Products must be install in accordance with Florida Building Code 7. Glass Block D.ROOFING PRODUCTS 1. Asphalt Shingles Owens Laminate Shingles Products must be install in accordance with Florida Building FL85- Corning 3-tab Shingles Code Non High Velocity Hurricane Zone Area and per 85.8 Manufacturers Installation Drawings GAF Materials Architectural Per manufacturers Installation Drawings 183.1- Corporation Laminate, 3-tab 183.13 Shingle, Premium Laminated Shingle 2. Underlayments Owens Waterproofing This Approval does not cover HVHZ. Products shall be installed 3349.1 Corning Underlayment in accordance with FBC Sections for Non-HVHZ and per WeatherLock Mat manufacturers Installation Drawings GAF Materials Waterproofing Per manufacturers Installation Drawings 196.3 Corporation Underlayment StormGuard 3. Roofing Tiles MonierLifetile Roofing Tiles Per manufacturers Installation Drawings 560.1- 560.9 E. SHUTTERS N/A F. STRUCTURAL COMPONENTS 1.Wood connector/anchor Simpson Wood Connectors M Minimum strength of concrete 2000 psi. Concrete FL402- Strong-Tie Co Anchors, anchors shall be installed in accordance with FL4426 Structural adhesive, manufacturer's published installation instructions. Adjustable Post E No additional increase in load permitted. Installation Base,Truss Bearing must be in accordance with attached installation Enhancer, instructions. Stud-Plate ■ Limitations per attached evaluation report. Must be Connector installed as specified in report. OK for HVHZ Quick Tie Wood Connectors ■ Nail size and quantity are as shown in the tables. Not for FL355 Products, Inc. Anchors use in HVHZ. 7.1- 0 Nail size and quantity are as shown in the tables. 3557.6 ■ Allowable loads, bolt size and nail sizes and quantities are as shown in the tables. 4 rot v6 0 0 I-A 0 to� (p CD C-- C, Co-, Vo el 4CD (P (J) A 0 t..r S. , So 'm IE-p CD 00 CD --l' -A P,�t C,�, o oo,- (P n ,is - ,o, 0, o tp C., ;k (D ;P-� 0 0), CD 'n 0� 0-�-a - lc� Co (P cr 0 �,. 0, Ln -,-) 0 p T.0 CD 0 COD 0-(o PD, i-t 14� 5i, CD VD Clk (P -. 0 0 C) 7:1'k- 0 91 0- 0 91 00) 0 0 C_D to CD IA 91 tP COD 0 ti- 1-11, , tj tj to io .A. b. T. 1. James Hardie fiber-cement Installed per Manufacturers Installation Drawing— Bldg Products cladding Type and Spacing are determined by the type of construcnu.. per Manufacturers Installation Drawings. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the list above,on the job site available to the inspector. The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be inspected, they must be submitted for review for code compliance and approved by a Plans Examiner. This form will be revised to include each new product in the categories listed above and will be highlighted to indicate the new products and required information. Authorized Project Agent: Michelle Norris ` ,4C.YCJ1t., Date: 4/27/06 Company Name:—Watson Custom Home Builders Mailing Address:_301 Kingsley Lake Drive Suite 504 St Augustine, Florida 32092 Telephone Number: 904-584-1727 Fax Number: 904-584-1701 Cell Phone Number: 904-334-4916 E-mail Address: MicheHe@watsoneustomhome.com FORM 60OA-2004 EnergyGauge®4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ' Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: WATS4420 Builder: - WATSON CUSTOM HO E B Address. Lot: , Sub: , Plat: Oonjr--% lJ--o-ky- Permitting Office: City, State: , FL Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems ^ 2. Single family or multi-family Single family - a. Central Unit Cap:52.5 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap:42.5 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 13.00 6. Conditioned floor area(W) 4420 ft' - c. N/A 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble,U=0.9) 20.0 ft2 - a. Electric Heat Pump Cap:47.5 kBtu/hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b.(SHGC=0.66)418.0 ftz _ b. Electric Heat Pump Cap:40.0 kBtu/hr = 8. Floor types HSPF:8.50 a. Slab-On-Grade Edge Insulation R=0.0,224.0(p)ft - c. N/A b. Raised Wood,Post or Pier R=11.0,376.0W - !, - cY. N/A _ 14. Hot water systems 9. Wall types I a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0,3734.0 ft2 - EF:0.90 b. Frame,Wood,Adjacent R=11.0,376.0 W - b. Electric Resistance Cap:50.0 gallons - c. N/A _ EF:0.90 _ d. N/A c. Conservation credits e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0,2092.0 ft- 15. HVAC credits PT, - b.Under Attic R=19.0,208.0 ft' _ (CF-Ceiling fan,CV-Cross ventilation, i c. 2 Others 191.0 ft2 _ HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Una AH(Sealed):Attic Sup.R=6.0,250.0 ft MZ-C-Multizone cooling, I b. Sup: Unc. Ret Unc. AH(Sealed):Attic Sup.R=6.0,200.0 ft - MZ-H-Multizone heating) J Total as-built points: 55547 ^ GA Glass/Floor Area: 0.18 Total base points: 55636 I hereby certify that the plans and specifications covered by Review of the plans and ZgE ST this calculation are in compliance with ida Energy specifications covered by this tion = 9TF0 Code, calculation indicates compliance wQ',, ' €_,z el,',,.; 14 PREPARED Y: 0 with the Florida Energy Code. DATE: o� !� 4011-0 1S' Before construction is completed �I,. _ a this building will be inspected for [ a 1 hereby certify that this building, as designed, is in compliance ` compliance with Section 553.908 with the Florida Energy Code. Florida Statutes. OD WE OWNER/AGENT: BUILDING OFFICIAL: �� C DATE: �{�2 b � C nnr•rllc Kbn is DATE: S� ' 3 U • c 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.0) F6RM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION !; Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: WATS4420 Builder: WATSON CUSTOM HO E B Address: Lot: , Sub: , Plat: C)ncox, WaUK Permitting Office: City, State: , FL Lot#I�11 Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New - i 12. Cooling systems -- 2. Single family or multi-family Single family _ a. Central Unit Cap:52.5 kBtu/hr 3. Number of units,if multi-family i _ SEER: 13.00 _ 4. Number of Bedrooms 4 - b. Central Unit " Cap:42.5 kBtu/hr _ 5. Is this a worst case? Yes - SEER: 13.00 - 6. Conditioned floor area(ft=) 4420 ft2 - a N/A 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems , (or Single or Double DEFAULT) 7a.(Dble,U=0.9) 20.0 ft2 _ a. Electric Heat Pump Cap:47.5 kBtu/hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b.(SHGC=0.66)418.0 ft' _ b. Electric Heat Pump Cap:40.0 kBtulhr - 8. Floor types HSPF:8.50 - a. Slab-On-Grade Edge Insulation R=0.0,224.0(p)ft - c. N/A _ I b. Raised Wood,Post or Pier R=11.0,376.Oftz _ - I c. N/A - 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0,3734.0 ft= _ ! EF:0.90 _ b. Frame,Wood,Adjacent R=11.0,376.0 ft2 - b. Electric Resistance Cap:50.0 gallons - I c. N/A - EF:0.90 - d. N/A - c. Conservation credits - l e. N/A - ! (HR-Heat recovery,Solar 10. Ceiling types - DRP-Dedicated heat pump) a. Under Attic R=30.0,2092.0 ft2 15. HVAC credits PT, - b. Under Attic R=19.0,208.0 ft' (CF-Ceiling fan,CV-Cross ventilation, c. 2 Others 191.0 ft2 HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup: Unc. Ret:Unc. AH(Sealed):Attic Sup.R=6.0,250.0 ft MZ-C-Multizone cooling, b. Sup: Unc. Ret: Unc. AH(Sealed):Attic Sup.R=6.0,200.0 ft - MZ-H-Multizone heating) --------------- --------- Glass/Floor Area: 0.18 Total as-built points: 55547 PASS j Total base points: 55636 I hereby certify that the plans and specifications covered by Review of the plans and i this calculation are in compliance with ida Energy specifications covered by this yO4ZIiEST9l�0 Code. calculation indicates compliance PREPARED Y: I with the Florida Energy Code. DATE: ? �� !10 �"�fs i Before construction is completed ' a - I this building will be inspected for I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 r,4 yS with the Florida Energy Code. Florida Statutes. coD WEA OWNER/AGENT: 4rY1iC` ►k�e. I&)QhhtS i 1 BUILDING OFFICIAL: 1 DATE: ��2�o�up M.Gr'cllcNorrns � � DATE 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.0) rORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A -'Details ADDRESS: Lot: , Sub: , Plat: , , FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 4420.0 20.04 15943.8 Double,U=0.87,SHGC=0.66 N 1.3 5.0 26.0 19.20 0.93 464.8 Double,U=0.87,SHGC=0.66 NE 1.3 5.0 26.0 29.56 0.91 699.0 Double,U=0.87,SHGC=0.66 E 1.3 5.0 26.0 42.06 0.90 985.1 Double,U=0.87,SHGC=0.66 SE 1.3 5.0 26.0 42.75 0.87 963.6 Double,U=0.87,SHGC=0.66 S 1.3 5.0 13.0 35.87 0.84 390.9 Double,U=0.87,SHGC=0.66 SW 1.3 5.0 13.0 40.16 0.87 453.6 Double,U=0.87,SHGC=0.66 W 1.3 5.0 13.0 38.52 0.90 451.4 Double,U=0.87,SHGC=0.66 NW 1.3 5.0 26.0 25.97 0.92 618.2 Double,U=0.87,SHGC=0.66 N 1.3 6.0 15.0 19.20 0.95 274.0 Double,U=0.87,SHGC=0.66 NE 1.3 6.0 15.0 29.56 0.94 416.2 Double,U=0.87,SHGC=0.66 E 1.3 6.0 15.0 42.06 0.93 588.5 Double,U=0.87,SHGC=0.66 SE 1.3 6.0 15.0 42.75 0.91 584.1 Double,U=0.87,SHGC=0.66 NW 1.3 6.0 15.0 25.97 0.94 367.1 Double,U=0.87,SHGC=0.66 S 1.3 6.0 15.0 35.87 0.89 476.7 Double,U=0.87,SHGC=0.66 S 14.0 8.0 40.0 35.87 0.46 656.5 Double,U=0.87,SHGC=0.66 S 1.3 5.0 75.0 35.87 0.84 2255.0 Double,U=0.87,SHGC=0.66 E 1.3 5.0 10.0 42.06 0.90 378.9 Double,U=0.87,SHGC=0.66 N 1.3 5.0 60.0 19.20 0.93 1072.5 Double,U=0.87,SHGC=0.66 N 1.3 4.0 8.0 19.20 0.90 138.3 Double,U=0.87,SHGC=0.66 W 1.3 5.0 75.0 38.52 0.90 2604.5 Double,U=0.87,SHGC=0.66 W 1.3 2.0 8.0 38.52 0.64 196.8 Double,U=0.87,SHGC=0.66 N 7.0 8.0 16.0 19.20 0.73 224.4 Double,U=0.87,SHGC=0.66 N 7.0 1.0 2.0 19.20 0.59 22.8 Double,U=0.87,SHGC=0.66 N 7.0 1.0 3.0 19.20 0.59 34.2 Double,U=0.87,SHGC=0.66 N 1.3 6.0 18.0 19.20 0.95 328.8 Double,U=0.87,SHGC=0.66 N 7.0 6.0 18.0 19.20 0.68 236.6 Double,U=0.87,SHGC=0.66 E 1.3 5.0 15.0 42.06 0.90 568.4 Double,U=0.87,SHGC=0.66 S 1.3 8.0 40.0 35.87 0.94 1354.5 Double,U=0.87,SHGC=0.66 S 1.3 6.0 54.0 35.87 0.89 1716.0 Double,U=0.87,SHGC=0.66 S 14.0 8.0 40.0 35.87 0.46 656.5 Double,U=0.87,SHGC=0.66 S 14.0 4.0 48.0 35.87 0.43 743.6 As-Built Total: 789.0 20921.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 376.0 0.70 263.2 Frame,Wood,Exterior 11.0 3734.0 1.70 6347.8 Exterior 3734.0 1.70 6347.8 Frame,Wood,Adjacent 11.0 376.0 0.70 263.2 Base Total: 4110.0 6611.0 1 As-Built Total: 4110.0 6611.0 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®lFlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Sub: , Plat: , , FL, PERMIT#: BASE AS-BUILT DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 24.0 2.40 57.6 Exterior Insulated 24.0 4.10 98.4 Exterior 24.0 6.10 146.4 Adjacent Wood 24.0 2.40 57.6 Base Total: 48.0 204.0 As-Built Total: 48.0 156.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM= Points Under Attic 2092.0 1.73 3619.2 Under Attic 30.0 2092.0 1.73 X 1.00 3619.2 Under Attic 19.0 47.0 2.34 X 1.00 110.0 Under Attic 19.0 208.0 2.34 X 1.00 486.7 Under Attic 19.0 144.0 2.34 X 1.00 337.0 Base Total: 2092.0 3619.2 As-Built Total: 2491.0 4552.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 224.0(p) -37.0 -8288.0 Slab-On-Grade Edge Insulation 0.0 224.0(p -41.20 -9228.8 Raised 376.0 -3.99 -1500.2 Raised Wood,Post or Pier 11.0 376.0 1.05 396.7 Base Total: -9788.2 As-Built Total: 600.0 -8832.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 4420.0 10.21 45128.2 4420.0 10.21 45128.2 Summer Base Points: 61717.9 Summer As-Built Points: 68537.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 52500 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Att(AH),R6.0(INS) 68537 0.55 (1.09 x 1.147 x 1.05) 0.263 0.950 12454.2 (sys 2:Central Unit 42500 btuh,SEERIEFF(13.0)Ducts:Unc(S),Unc(R),Att(AH),R6.0(INS) 68537 0.45 (1.09 x 1.147 x 1.05) 0.263 0.950 10082.0 61717.9 0.4266 26328.9 68537.4 1.00 1.318 0.263 0.950 22536.2 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - ,Details ADDRESS: Lot: , Sub: , Plat: , , FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 4420.0 12.74 10135.9 Double,U=0.87,SHGC=0.66 N 1.3 5.0 26.0 24.58 1.00 640.8 Double,U=0.87,SHGC=0.66 NE 1.3 5.0 26.0 23.57 1.01 617.4 Double,U=0.87,SHGC=0.66 E 1.3 5.0 26.0 18.79 1.04 508.0 Double,U=0.87,SHGC=0.66 SE 1.3 5.0 26.0 14.71 1.11 424.0 Double,U=0.87,SHGC=0.66 S 1.3 5.0 13.0 13.30 1.14 196.7 Double,U=0.87,SHGC=0.66 SW 1.3 5.0 13.0 16.74 1.07 232.5 Double,U=0.87,SHGC=0.66 W 1.3 5.0 13.0 20.73 1.03 276.7 Double,U=0.87,SHGC=0.66 NW 1.3 5.0 26.0 24.30 1.00 634.1 Double,U=0.87,SHGC=0.66 N 1.3 6.0 15.0 24.58 1.00 369.3 Double,U=0.87,SHGC=0.66 NE 1.3 6.0 15.0 23.57 1.00 355.1 Double,U=0.87,SHGC=0.66 E 1.3 6.0 15.0 18.79 1.03 289.9 Double,U=0.87,SHGC=0.66 SE 1.3 6.0 15.0 14.71 1.08 237.2 Double,U=0.87,SHGC=0.66 NW 1.3 6.0 15.0 24.30 1.00 365.2 Double,U=0.87,SHGC=0.66 S 1.3 6.0 15.0 13.30 1.08 216.1 Double,U=0.87,SHGC=0.66 S 14.0 8.0 40.0 13.30 3.45 1836.7 Double,U=0.87,SHGC=0.66 S 1.3 5.0 75.0 13.30 1.14 1134.9 Double,U=0.87,SHGC=0.66 E 1.3 5.0 10.0 18.79 1.04 195.4 Double,U=0.87,SHGC=0.66 N 1.3 5.0 60.0 24.58 1.00 1478.8 Double,U=0.87,SHGC=0.66 N 1.3 4.0 8.0 24.58 1.00 197.5 Double,U=0.87,SHGC=0.66 W 1.3 5.0 75.0 20.73 1.03 1596.2 Double,U=0.87,SHGC=0.66 W 1.3 2.0 8.0 20.73 1.12 185.7 Double,U=0.87,SHGC=0.66 N 7.0 8.0 16.0 24.58 1.02 399.8 Doub1e,U=0.87,SHGC=0.66 N 7.0 1.0 2.0 24.58 1.03 50.5 Double,U=0.87,SHGC=0.66 N 7.0 1.0 3.0 24.58 1.03 75.7 Double,U=0.87,SHGC=0.66 N 1.3 6.0 18.0 24.58 1.00 443.2 Double,U=0.87,SHGC=0.66 N 7.0 6.0 18.0 24.58 1.02 451.4 Double,U=0.87,SHGC=0.66 E 1.3 5.0 15.0 18.79 1.04 293.1 Double,U=0.87,SHGC=0.66 S 1.3 8.0 40.0 13.30 1.02 544.3 Double,U=0.87,SHGC=0.66 S 1.3 6.0 54.0 13.30 1.08 778.1 Double,U=0.87,SHGC=0.66 S 14.0 8.0 40.0 13.30 3.45 1836.7 Double,U=0.87,SHGC=0.66 S 14.0 4.0 48.0 13.30 3.66 2336.1 As-Built Total: 789.0 19197.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 376.0 3.60 1353.6 Frame,Wood, Exterior 11.0 3734.0 3.70 13815.8 Exterior 3734.0 3.70 13815.8 Frame,Wood,Adjacent 11.0 376.0 3.60 1353.6 Base Total: 4110.0 15169.4 1 As-Built Total: 4110.0 15169.4 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Sub: , Plat: , , FL, PERMIT#: BASE AS-BUILT DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 24.0 11.50 276.0 Exterior Insulated 24.0 8.40 201.6 Exterior 24.0 12.30 295.2 Adjacent Wood 24.0 11.50 276.0 Base Total: 48.0 571.2 As-Built Total: 48.0 477.6 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2092.0 2.05 4288.6 Under Attic 30.0 2092.0 2.05 X 1.00 4288.6 Under Attic 19.0 47.0 2.70 X 1.00 126.9 Under Attic 19.0 208.0 2.70 X 1.00 561.6 Under Attic 19.0 144.0 2.70 X 1.00 388.8 Base Total: 2092.0 4288.6 As-Built Total: 2491.0 5365.9 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 224.0(p) 8.9 1993.6 Slab-On-Grade Edge Insulation 0.0 224.0(p 18.80 4211.2 Raised 376.0 0.96 361.0 Raised Wood,Post or Pier 11.0 376.0 1.55 582.8 Base Total: 2354.6 As-Built Total: 600.0 4794.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 4420.0 -0.59 -2607.8 4420.0 -0.59 -2607.8 Winter Base Points: 29911.9 Winter As-Built Points: 42396.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Electric Heat Pump 47500 btuh ,EFF(7.7)Ducts:Unc(S),Unc(R),Att(AH),R6.0 42396.3 0.543 (1.069 x 1.169 x 1.05) 0.443 0.950 12644.7 (sys 2: Electric Heat Pump 40000 btuh ,EFF(8.5)Ducts:Unc(S),Unc(R),Att(AH),R6.0 42396.3 0.457 (1.069 x 1.169 x 1.05) 0.401 0.950 9646.0 29911.9 0.6274 18766.7 42396.3 1.00 1.306 0.423 0.950 22236.8 EnergyGaugeT" DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Sub: , Plat: , , FL, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2635.00 10540.0 50.0 0.90 4 0.50 2693.56 1.00 5387.1 50.0 0.90 4 0.50 2693.56 1.00 5387.1 As-Built Total: 10774.2 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 26329 18767 10540 55636 1 22536 22237 10774 55547 PASS yyo�zttE STgl�o� h pill "„r _ a i 1,1,C0 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Sub: , Plat: , , FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft,window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wail; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2A Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES(must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked cir breaker(electric)or cutoff(gas)must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge(&/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.9 The higher the score,the more efficient the home. Lot: , Sub: , Plat: , , FL, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family a. Central Unit Cap:52.5 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 4 - b. Central Unit Cap:42.5 kBtu/hr _ 5. is this a worst case? Yes - SEER: 13.00 _ 6. Conditioned floor area(ft'} 4420 ft' _ c. N/A _ 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble,U=0.9) 20.0 ft' _ a. Electric Heat Pump Cap:47.5 kBtu/hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b.(SHGC=0.66)418.0 ft' _ b. Electric Heat Pump Cap:40.0 kBtu/hr - 8. Floor types HSPF:8.50 _ a. Slab-On-Grade Edge Insulation R=0.0,224.0(p)ft _ c. N/A _ b. Raised Wood,Post or Pier R=11.0,376.0W _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0,3734.0 ft' _ EF:0.90 _ b. Frame,Wood,Adjacent R=11.0,376.0 ft' _ b. Electric Resistance Cap:50.0 gallons _ c. N/A _ EF:0.90 _ d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,2092.0 W - 15. HVAC credits PT, _ b. Under Attic R=19.0,208.0 ft' V (CF-Ceiling fan,CV-Cross ventilation, c. 2 Others 191.0 ft' _ HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Attic Sup.R=6.0,250.0 ft _ MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Attic Sup.R=6.0,200.0 ft _ MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) OQ S1�E sTgr� in this home before final inspection.Otherwise, a new EPL Display Card will be completed ��,,, based on installed Code compliant features. Afill " CD Builder Signature: y'Y�� ��+ ►�1Qjy,�ag,,, Date: Al �12io IOIo 1 b Address of New Home: F(X_eS+1V Q. City/FL Zip: R. 0 w'B *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar7"designation), your home may quay for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. 1 Predominant glass type.For actual glass type and areas see Summer&Winter Glass outpput on ages 2&4. KnergyGauge®(Version: FLRC9 v4.0) Residential System Sizing Calculation Summary Project Title: Code Only WATS4420 Professional Version FL Climate: North Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 76982 Btuh Total cooling load calculation 83007 Btuh Submitted heating capacity % of Calc Btuh Submitted cooling capacity %of Calc Btuh Total (Electric Heat Pump) 113.7 87500 Sensible (SHR = 0.7) 102.2 66500 Heat Pump +Auxiliary(18.OkW) 193.5 14893 Latent 158.8 28500 Total Electric Heat Pum 114.4 95000 WINTER CALCULATIONS Winter,Heating Load for 4420 sqft) Load component Load Du�tscs%) I Window total 789 sqft 26116 Btuh Wall total 4110 sqft 13372 BtuhVNnd—s(34%) Infll.(28%) Door total 48 sqft 649 Btuh Ceiling total 2491 sqft 3518 Btuh Floor total See detail report 7914 Btuh Infiltration 520 cfm 21747 Btuh Dwrs(1%) Subtotal 73316 Btuh Cellings(s%) Floors('I 0%) Duct loss 3666 Btuh Wdfis(97%) TOTAL HEAT LOSS 76982 Btuh SUMMER CALCULATIONS Summer Cooling Load for 4420 sqft) Load component Load Window total 789 sqft 32591 Btuh LateM 0rternal(2%) Wall total 4110 sqft 8001 Btuh & , Latent 1niN.(19%) Door total 48 sqft 505 Btuh Ceiling total 2491 sqft 3956 Btuh -nduws(39%) Floor total 391 Btuh Infiltration 483 cfm 10102 Btuh Internal gain 3600 Btuh Du<ts(7%) Subtotal(sensible) 59147 Btuh Duct gain 5915 Btuh CeBinga(5%) Total sensible gain 65062 Btuh Latent gain(infiltration) 16105 Btuh EnergyGauge®System Sizi ode A Manual J. Latent gain(internal) 1840 Btuh PREPARED B Total latent gain 17945 Btuh TOTAL HEAT GAIN 83007 Btuh DATE: Q� /r- -semsf EnergyGauge® FLRCPB v3.30 System Sizing Calculations - Winter Residential Load - Component Details Project Title: Code Only WATS4420 Professional Version FL Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 4/3/2006 Window Panes/SHGC/Frame/U Orientation Area X HTM= Load 1 2, SHGC=0.66, Metal, 0.87 S 26.0 33.1 861 Btuh 2 2, SHGC=0.66, Metal, 0.87 SW 26.0 33.1 861 Btuh 3 2, SHGC=0.66, Metal, 0.87 W 26.0 33.1 861 Btuh 4 2, SHGC=0.66, Metal, 0.87 NW 26.0 33.1 861 Btuh 5 2, SHGC=0.66, Metal, 0.87 N 13.0 33.1 430 Btuh 6 2, SHGC=0.66, Metal, 0.87 NE 13.0 33.1 430 Btuh 7 2, SHGC=0.66, Metal, 0.87 E 13.0 33.1 430 Btuh 8 2, SHGC=0.66, Metal, 0.87 SE 26.0 33.1 861 Btuh 9 2, SHGC=0.66, Metal, 0.87 S 15.0 33.1 496 Btuh 10 2, SHGC=0.66, Metal, 0.87 SW 15.0 33.1 496 Btuh 11 2, SHGC=0.66, Metal, 0.87 W 15.0 33.1 496 Btuh 12 2, SHGC=0.66, Metal, 0.87 NW 15.0 33.1 496 Btuh 13 2, SHGC=0.66, Metal, 0.87 SE 15.0 33.1 496 Btuh 14 2, SHGC=0.66, Metal, 0.87 N 15.0 33.1 496 Btuh 15 2, SHGC=0.66, Metal, 0.87 N 40.0 33.1 1324 Btuh 16 2, SHGC=0.66, Metal, 0.87 N 75.0 33.1 2482 Btuh 17 2, SHGC=0.66, Metal, 0.87 W 10.0 33.1 331 Btuh 18 2, SHGC=0.66, Metal, 0.87 S 60.0 33.1 1986 Btuh 19 2, SHGC=0.66, Metal, 0.87 S 8.0 33.1 265 Btuh 20 2, SHGC=0.66, Metal, 0.87 E 75.0 33.1 2482 Btuh 21 2, SHGC=0.66, Metal, 0.87 E 8.0 33.1 265 Btuh 22 2, SHGC=0.66, Metal, 0.87 S 16.0 33.1 530 Btuh 23 2, SHGC=0.66, Metal, 0.87 S 2.0 33.1 66 Btuh 24 2, SHGC=0.66, Metal, 0.87 S 3.0 33.1 99 Btuh 25 2, SHGC=0.66, Metal, 0.87 S 18.0 33.1 596 Btuh 26 2, SHGC=0.66, Metal, 0.87 S 18.0 33.1 596 Btuh 27 2, SHGC=0.66, Metal, 0.87 W 15.0 33.1 496 Btuh 28 2, SHGC=0.66, Metal, 0.87 N 40.0 33.1 1324 Btuh 29 2, SHGC=0.66, Metal, 0.87 N 54.0 33.1 1787 Btuh 30 2, SHGC=0.66, Metal, 0.87 N 40.0 33.1 1324 Btuh 31 2, SHGC=0.66, Metal, 0.87 N 48.0 33.1 1589 Btuh Window Total 789 26116 Btuh Walls Type R-Value Area X HTM= Load 1 Frame- Exterior 11.0 3734 3.4 12696 Btuh 2 Frame-Adjacent 11.0 376 1.8 677 Btuh Wail Total 4110 13372 Btuh Doors Type Area X HTM= Load 1 Insulated - Exter 24 17.9 429 Btuh 2 Wood -Adjac 24 9.2 221 Btuh Door Total 48 64913tuh EnergyGauge® FLRCPB v3.30 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Code Only WATS4420 Professional Version FL Climate: North 4/3/2006 Ceilings Type R-Value Area X HTM= Load 1 Under Attic 30.0 2092 1.3 2720 Btuh 2 Under Attic 19.0 47 2.0 94 Btuh 3 Under Attic 19.0 208 2.0 416 Btuh 4 Under Attic 19.0 144 2.0 288 Btuh Ceilinq Total 2491 3518Btuh Floors Type R-Value Size X HTM= Load 1 Slab-On-Grade Edge Insul 0 224.0 ft(p) 30.8 6899 Btuh 2 Raised Wood/Open 11 376.0 sqft 2.7 1015 Btuh Floor Total 600 7914 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 44200(sgft) 295 12342 Btuh Mechanical 225 9405 Btuh Infiltration Total 520 21747 Btuh Subtotal 73316 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.05) 3666 Btuh Total Btuh Loss 76982 Btuh Key:Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types-metal,wood or insulated metal) (U-Window U-Factor or'DEF'for default) (HTM-ManualJ Heat Transfer Multiplier) Key:Floor size(perimeter(p)for slab-on-grade or area for all other floor types) EnergyGauge® FLRCPB x3.30 System Sizing Calculations - Summer Residential Load - Component Details Project Title: Code Only WATS4420 Professional Version FL Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 19.0 F 4/3/2006 Type Overhang Window Area(sqft) HTM Load Window Panes/SHGC/U/InSh/ExSh Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2,SHGC=0.66,0.87, N, N S 1.33 5 26.0 26.0 0.0 28 42 728 Btuh 2 2,SHGC=0.66,0.87,N, N SW 1.33 5 26.0 11.3 14.7 28 68 1316 Btuh 3 2,SHGC=0.66,0.87, N, N W 1.33 5 26.0 5.8 20.2 28 77 1720 Btuh 4 2,SHGC=0.66,0.87, N, N NW 1.33 5 26.0 0.0 26.0 28 56 1456 Btuh 5 2,SHGC=0.66,0.87, N,N N 1.33 5 13.0 0.0 13.0 28 28 364 Btuh 6 2,SHGC=0.66,0.87, N, N NE 1.33 5 13.0 0.0 13.0 28 56 728 Btuh 7 2,SHGC=0.66,0.87, N,N E 1.33 5 13.0 0.0 13.0 28 77 1001 Btuh 8 2,SHGC=0.66,0.87,N, N SE 1.33 5 26.0 11.3 14.7 28 68 1316 Btuh 9 2,SHGC=0.66,0.87,N, N S 1.33 6 15.0 15.0 0.0 28 42 420 Btuh 10 2,SHGC=0.66,0.87, N, N SW 1.33 6 15.0 0.2 14.8 28 68 1013 Btuh 11 2,SHGC=0.66,0.87, N,N W 1.33 6 15.0 0.0 15.0 28 77 1155 Btuh 12 2,SHGC=0.66,0.87, N, N NW 1.33 6 15.0 0.0 15.0 28 56 840 Btuh 13 2,SHGC=0.66,0.87, N, N SE 1.33 6 15.0 0.2 14.8 28 68 1013 Btuh 14 2,SHGC=0.66,0.87,N, N N 1.33 6 15.0 0.0 15.0 28 28 420 Btuh 15 2,SHGC=0.66,0.87, N. N N 14 8 40.0 0.0 40.0 28 28 1120 Btuh 16 2,SHGC=0.66,0.87,N, N N 1.33 5 75.0 0.0 75.0 28 28 2100 Btuh 17 2,SHGC=0.66,0.87,N, N W 1.33 5 10.0 0.0 10.0 28 77 770 Btuh 18 2,SHGC=0.66,0.87,N, N S 1.33 5 60.0 60.0 0.0 28 42 1680 Btuh 19 2,SHGC=0.66,0.87,N, N S 1.33 4 8.0 8.0 0.0 28 42 224 Btuh 20 2,SHGC=0.66,0.87,N,N E 1.33 5 75.0 16.6 58.4 28 77 4962 Btuh 21 2,SHGC=0.66,0.87, N,N E 1.33 2 8.0 4.4 3.6 28 77 399 Btuh 22 2, SHGC=0.66,0.87,N, N S 7 8 16.0 16.0 0.0 28 42 448 Btuh 23 2,SHGC=0.66,0.87,N, N S 7 1 2.0 2.0 0.0 28 42 56 Btuh 24 2,SHGC=0.66,0.87, N, N S 7 1 3.0 3.0 0.0 28 42 84 Btuh 25 2,SHGC=0.66,0.87, N, N S 1.33 6 18.0 18.0 0.0 28 42 504 Btuh 26 2,SHGC=0.66,0.87, N, N S 7 6 18.0 18.0 0.0 28 42 504 Btuh 27 2,SHGC=0.66,0.87,N, N W 1.33 5 15.0 0.0 15.0 28 77 1155 Btuh 28 2,SHGC=0.66,0.87,N, N N 1.33 8 40.0 0.0 40.0 28 28 1120 Btuh 29 2,SHGC=0.66,0.87,N, N N 1.33 6 54.0 0.0 54.0 28 28 1512 Btuh 30 2,SHGC=0.66,0.87,N, N N 14 8 40.0 0.0 40.0 28 28 1120 Btuh 31 2,SHGC=0.66,0.87,N, N N 14 4 48.0 0.0 48.0 28 28 1344 Btuh Window Total 789 32591 Btuh Walls Type R-Value Area HTM Load 1 Frame-Exterior 11.0 3734.0 2.0 7543 Btuh 2 Frame-Adjacent 11.0 376.0 1.2 459 Btuh Wall Total 4110.0 8001 Btuh Doors Type Area HTM Load 1 Insulated-Exter 24.0 10.6 255 Btuh 2 Wood-Adjac 24.0 10.4 251 Btuh Door Total 48.0 1 505 Btuh EnergyGauge® FLRCPB v3.30 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only WATS4420 Professional Version FL Climate: North 4/3/2006 Ceilings Type/Color R-Value Area HTM Load 1 Under Attic/Dark 30.0 2092.0 1.5 3054 Btuh 2 Under Attic/Dark 19.0 47.0 2.3 106 Btuh 3 Under Attic/Dark 19.0 208.0 2.3 470 Btuh 4 Under Attic/Dark 19.0 144.0 2.3 325 Btuh Ceiling Total 2491.0 3956 Btuh Floors Type R-Value Size HTM Load 1 Slab-On-Grade Edge Insulation 0.0 224.0 ft(p) 0.0 0 Btuh 2 Raised Wood 11.0 376.0 sqft 1.0 391.04 Btuh Floor Total 600.0 391 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 44200 258.3 5399 Btuh Mechanical 225 4703 Btuh Infiltration Total 483 10102 Btuh Internal Occupants Btuh/occupant Appliance Load gain 8 X 300 + 1200 3600 Btuh Subtotal 59147 Btuh Duct gain(using duct multiplier of 0.10) 5915 Btuh Total sensible gain 65062 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 16105 Btuh Latent occupant gain (8 people @ 230 Btuh per person) 1840 Btuh Latent other gain 0 Btuh TOTAL GAIN 83007 Btuh Key: Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (U-Window U-Factor or'DEF for default) (InSh-Interior shading device:none(N),Blinds/Daperies(B)or Roller Shades(R)) (ExSh-Exterior shading device: none(N)or numerical value) (Ornt-compass orientation) EnergyGauge® FLRCPB v3.30 . v EQUIFYMNT DATA SHEET PROJECT A.DDPMSS: 1:. IVTAN-UFACTURE�.S NAME (S):- 2. S):2. BRAND NAXvv7E--(S)'. 3- MODEL NUNIBERS OF THE: CONDENSER. (S): AIR HANDLER �S): 4_ EFFICIENCY RAT IGS OF THE COMDR-4ED EQUjpivEM-4 ' FOR EACH SYSTEM ACTUALLY INSTALLED: 5. EATEL`+I T' CAPAC1ITY OF EQUIFNLENT I3EIlNG IPaSTALLED: /� �y G. SF-NSTBLE CAPA.OITY OF EQUWMENT BEING- INSTALLED: EINGINSTALLED: Sa 7, .AIME AND ADDRESS OF TQM 14EA.TING- ANDIOR. co ING C WANY INSTALLING THE UNIT: g. WITH THE UT JOR ZATION OF THE II,4S`I`ALLING CONTRACTOR I CERTIFY THAT THE INFORMATION ENTERED ON TBE 600A TS CORRECT AND THE TNFORMA'TION ON THIS FORM ACCURATELY REpRESENTS TI-18 SYSTEM BEING INSTALLED AND MEETS OR EXCEEDS TBE STANDAC DS SET FORWARD IN CHAPTER. 13 OP THE FLORIDA BUILDINQ CODE 2,001 (WITH REVISIONS). NAIVIE OF ERSGN scPaiFYIN CT IN'FORIvIATION:�iiLaGX (SIGNATURE) DATE'`� zo EQU]PIVUENT DATA SHEET PROJECT ADDRESS: I. MANUFACTURERS NAME (S): u - 2. BRAND NAME'kS�: 3. IVIODEL NUN BERS of THE: CONDENSER. (S): AIR HANDLER KS).- 4- S);a-- EFFICMNCY RATINGS OF THE CONMR-TED EQUIP1VIE rr FOR EACH SYSTEI'1 A.CTUALJoY INSTALLED: _ /3-- z/ - S 5. LATENT CAFA.CYff OF EQUVN ENT BEING INSTALLED: L-Y.5 0 G. SENSIBLE CA.FA. JTY'OF E0-LUP LENT BEI 4a INSTALLED.: 3.3 /sem 7, NAIVUF AND ADD . SS OF TSE.1 EATING ANDIOR CCIQ ]NGC MFANY INSTALLING THE UNIT: ys g. WITH THE AUTHQ A.Tl0N OF THE INSTALLING CONTRACTOR I CERTIFY THAT THE INFORMATION ENTERED ON THE. 600A IS CORRECT AND THE INFaR.i .TIQN ON TICS FORM ACCURATELY ,EFRESENTS THE S'YSTElw1 BE1 �r INSTALLED AND IVIEETS OF,EXCEEDS THE STANDARDS SET TtJRWARD IIT CRAFTER 13 a1 THE FLORIDA.BUMI)INQ CODE 2001 STH REVISIONS).. N,Ai tE aF ERScir� ja FF GFORMATION: �-P?RINT) (SIGNAT URE) DATE V Vl \ 1 .--lk-/ 114 V I ! V , MC. I V {V [:�V►`l ,r,)Vf\ �. t. 0. 13OX 7779, JACK,. ;,- ,WILLS, RL �223�. , )04) 77f -2 � 51Te pl���gqAN��,,p1�O L -W VY; f2�51INt1AL p5r( N�&GNG 5�12VIC5 r A 1,0r 5QUAM 28,879 5.r-. - C4RO-; l o' F-5m l f r-CR N per•� 19"N,, UTILITY, I o� l O�>L �Z I LAKr-,- POPI Off` WAMR AI'f'f2OX, 1'Op y Or- BANK y RavER I-INE.OV Y A V 33' 'WAT IOAK � w .� p �'1 N Q Z I F 6 4' k1TEf4\ 40' AK D 114 9, ` 3 g I . MAGNOLIA PAL qM ` ( O ii, m3