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HomeMy WebLinkAbout2523 Yale Ave 05-770 New SFHPERMIT ADDRES CONTRACTOR N, ADDRESS O x 1 3Sa^-%,rp PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # S`r 1) 0) 0 DATE / O O y PERMIT DESCRIPTION rV.AAj PERMIT VALUATION 63__rj 17 Q SQUARE FOOTAGE s w C i ty of Sanford Certificate of Occupancy This is to certify that the building located at 2523 Yale Drive for which permit number 05- 770 has heretofore been issued on July 18,2005 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Building: R Addison 07/01/05 Engineering: G Hyatt 07/15/05 Public Works: M Replogle 07/08/05 Utilities: R Blake 07/08/05 Fire Department: Zoning: Conditions ( if blank, no conditions apply) Ja- Ro Construction Q N' yy1 07/18/05 Property Owner Building Official Date CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION New Single Family Residence**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 07/07/05 0_ 2523 Yale Dr Ja-Ro Construction Rose 407416-0078 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. v S I'-- ngineering Fire Public Works OZoning Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION New Single Family Residence**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 07/07/05 05-770 2523 Yale Dr Ja-Ro Construction Rose 407-416-0078 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering O Fire public Works S .P Zoning Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) P- a CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECT1 '98. I 1 1 New Single Family Residence****w E: I 1 I I I I DATE: 07/07/05 PERMIT #: 05-770 c a cu ai oe I JiL w35 V, E© ADDRESS: 2523 Yale Bir" h a 0 1 ZCU CONTRACTOR: Ja-Ro ConstructionCr u PHONE #: a Rose 407-416-0078 o The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Fire Zoning ilitie - Licensing OALo a - CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001. CITY OF SANFORD Address Misc. Information Inquiry 7/07/05 16:30:32 Location ID/Subdivision Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 59735 PALM TERRACE 06.20.31.502-0900-0140 03290360 2523 YALE AVE Free -form information HOUSE IS ON SEPTIC TANK - FLAT RATE SEWER WAS CHARGED - SEWER AVAILABLE BUT NOT CONNECTED ***METER PULLED******** GOTCHA LBR-1106 TR 1107 OFF VACANT R-1108 12/29/97 4'SW TAP (ST)$855.00 (RW) $300.00 3/4"WA METER SET FEE $190.00 WA TAP FEE 120.00 PD 2-16-05 REC#7495 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F10=Subd Notes F12=Cancel 499 North State Road 434 Suite 2153 Altamonte Springs, Florida 32714 Tel: 407-774-8372 Fax: 407-682-6655 G-Mail: Shannosurv®aol.com Shannon Survevmoa July 14, 2005 City of Sanford Building Division PO Box 1.788 Sanford, FL 32772 RE: Lot 14, Block 9 2523 Yale Avenue To Whom It May Concern: The finished floor elevation for the structure located at 2523 Yale Avenue, Lot 14 Block 9, Palm Terrace as per plat thereof recorded in Plat Book 4 Page 82, Public Records of Seminole County, Florida meets or exceeds the requirements set forth in the City of Sanford Code Chapter 65, Sec 6-7(a) Sincerely, James R. Shannon Jr. P. President of Shannon Su 71 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. O.M.B. No. 3067-0077 Expires December 31, 200: SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number JRr ES ELT Z BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 2jZ3 i'Ae- E YLIE-Nct CITY STATE ZIP CODE S>4e0r—R,Q ffe_ .A10A 3 z7 7/ PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc. Go7 / 4' t C.yC. y e- M TE l°4 C G,DT k c>o,C q PyQ i - BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) 25-s- , ;4 4- LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: or ##.#fit##°) _ NAD 1927 _ NAD 1983 SOURCE: (_ GPS (Type): USGS Quad Map 1__1 Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE CiT i QL- S4A1f—'D0 / zC I Z 9 V 5"E M Iry a B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL BB. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER I DATI EFFECTIVE/REVISED DATE ZONE(S) Zone AO, use depth of flooding) z // ?c 4 1 oA_'67 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile( FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in 139: P"GVD 1929 _ NAVD 1988 1__1 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1__1 Yes 14 NO Designation Date:_________ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' I —Building Under Construction' _4jQ Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number _L_ (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum AIR L9 Conversion/Comments _ zoij-1-1_______________ _ ____ Elevation reference mark used (C sZ_ Q l_ Does the elevation reference mark used appear on the FIR _ Yes No a) Top of bottom floor (including basement or enclosure) 3 _ 7o ft.(m) M b) Top of next higher floor '1-3 ? . ft.(m) c) Bottom of lowest horizontal structural member (V zones only) 14. ft.(m) o 0 d) Attached garage (top of slab) 3 .`f Zft.(m) w / Ie) Lowest elevation of machinery and/or equipment cc servicing the building (Describe in a Comments area.) 3 Y3 ft.(rn) E 0Lowest adjacent (finished) grade (LAG) Z . y _ ft.(m) r a / N g) Highest adjacent (finished) grade (HAG) 5 3 Z _ ft.(m) (y I i2lh) No. of permanent openings (flood vents) within 1 ft. above adjacent grade_____ i) Total area of all permanent openings (flood vents) in C3.h ___sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION/ This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CE - 14M. -5 P SA'.4IViyd J Q L E NN NUMBER TITL / ie'. COMPANYNAME 7 ADDRESS CITY STAT ZIP CgDE FgQ lorl?T1/ . 344 5 i7C le2l. .O_7,4d,e.A-7c S, c 4 C) SIG 81- 31, January 2003 See reverse side for continuation. TELE 7 1- c 3 ?Z Replaces all previous editions IMPORTANT: I'n these spaces, copy the corresponding Information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number CITY STATE ZIP CODE Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS 1__l Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1. through E5. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number --_ (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1-1-1 ft. (m) 1--I-I in. (cm) I__I above or II below check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I-I-1 ft. (m) I-I_Iin. (cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is I-I__I ft. (m) I-I-1 in. (cm) I__I above or II below check one) the highest adjacent grade. (Use natural grade, if available.) E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1 1 Yes 1 No 1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1-1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A. B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. II The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. II A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. I_I The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: I -I New Construction I__I Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _— ft. (m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _— ft. (m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME SIGNATURE COMMENTS TELEPHONE DATE I 1 Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions i MiTek RE: SAGE1 - Site Information: Project Customer: Lot/Block: Address: City: JA-RO CONST. Project Name: Subdivision: State: SEMINOLE CO. 4s 013 MiTek Industries, Ingo 1801 Massaro Blvd. Tampa, FI 33619 Phone:813/675-1200 Fax:813/675-1148 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2001 Design Program: MiTek 20/20 6.0 Wind Code: ASCE 7-98 Wind Speed: 120 mph Design Method: Main Wind Force Resisting System ASCE 7-98 Roof Load: 47.0 psf i'!oor Load: N/A psf This package includes 1 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Job ID# LTruss Nam_e_Date 11 ,T1563976GE1 A9A = 5/19/05 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Accu-Span. Truss Design Engineer's Name: Zhang, Guo-jie My license renewal date for the state of is February 28, 2007. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. May 19,2005 1 of 2 Zhang, Guo jie Job Truss Truss Type Oty Ply SAGE19A HIPI 1 1 T1563976 3/4 unit ku Job Reference (optional) ACCU-SPAN TRUSS, LONGWOOD. FL. 32750 6.000 s Jun W 2004 MiTek Industries, Inc. Tue May 17 14:19:56 2005 Page 1 2-0-0 4-10-5 9-M 13-0-0 20.4.0 24-4-0 28-5-11 33-4-0 35.4-0 2-0-0 4.10-5 4.1.11 4-M 7-4-0 4-" 4-1.11 4-10-5 2-M Scale = 1:61.8 4x8 = 3x4 = 2x4 II 4x8 = 4.50 Fl2 4 5 6 7 f 2x4 3 3x4 210[ 14 16 3x4 - 13 12 11iI19" 18" 3.4 = 3x6 = 3x4 = 6x8 = 6x6 = 18" 11I 118„ I 3x4 = Bearing shown in I I Actual Bearing original design removed Location 9-" 13-" 20-4-0 24-4-0 33-4-0 9-M 4-M 7.4.0 4-" 9-" lPROMBL EN 1) Truss installed backwardly 4RR'_EPAIR 1) Apply all nails so as to avoid damaging of lumber & loosening of plates at joints 2) Truss must be temporarily shored to original undeflected position prior to performing the repair. 3) Attach 1/2" CDX plywood or structurally equivalent material as shown hatched to each face of truss w/8d Comm @ 2" o.c. into all intersecting members. Plate Offsets Y : 4:0-5.4 0-2-07:0.5-8 0-2-0 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Ven(LL) -0.19 9-11 >582 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.52 Ven(TL) -0.12 9-11 >876 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.04 11 Na Na BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight: 165 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 4-3-10 oc punins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 5.11-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5.12 REACTIONS ( lb/size) 2=1167/0-8-0, 11=2023/0-8-0, 9=238/0-3-0 Max Herz 2=120(load case 4) Max Uplift 2=-684(load case 2). 11=-1210(load case 3). 9=-395(load case 5) Max Grav 2=1183(load case 6). 11=2023(load case 1). 9=299(load case 7) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 2-3=-1994/1167, 3-4=-1616/912, 4-5=-1524/905, 5.6=-389/271, 6.7=-389/271, 7.8=-491/956, 8-9=-257/744, 9-10=0/26 BOT CHORD 2-16=-1044/1844, 15.16=-706/1524, 14-15=-706/1524, 13-14=-698/1524, 12-13=-698/1524, 11-12=-969/684, 9.11=-692/309 WEBS 3-16=-359/399, 4.16=-84/259, 4-14=-42/157, 5.14=-6/128, 5.12=-1291/722, 6-12=-419/355, 7.12=-931/1658, 7-11=-1724/1003, 8-11=-468/451 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft: TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed ; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 684 lb uplift at joint 2, 1210 lb uplift at joint 11 and 395 lb uplift at joint 9. LOAD CASE(S) Standard Guo-Jie Zhang, FL Lic #47744 MiTek lndusiries,Inc. 1801 Massaro Blvd Tampa FL 33619 FL Cert.#6634 May 19,2005 A WARNING - Verijy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 1801 Massaro Blvd. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Tampa. FL 33619 Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719. MiTek Symbols PLATE LOCATION AND ORIENTATION 13/a *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. Cl O For 4 x 2 orientation, locate T plates 0 -'/16" from outside a edge of truss. o This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A TEE-LOK AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all Ir other interested parties. O U 4. Cut members to bear tightly against each other. o_ 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19`X at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® MiTek RE: SAGE1 - MiTek Industries, Inc. 1801 Massaro Blvd. Tampa, FI 33619 Site Information: Phone: 813/675-1200 Project Customer: JA-RO CONST. Project Name: Fax: 813/675-1148 Lot/Block: Subdivision: Address: City: State: SEMINOLE CO. Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2001 Design Program: MiTek 20/20 6.0 Wind Code: ASCE 7-98 Wind Speed: 120 mph Design Method: Main Wind Force Resisting System ASCE 7-98 Roof Load: 47.0 psf Floor Load: N/A psf This package includes 3 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. i.No. Seal# lJob ID# T`156002-9 Truss Name Date 1 SAGE1_ M 15/17/05 _ L2 T1560030 SAGE1 A15; _ 5%17/05_ J 3 T1560031 I SAGE1 IA9 15/17/05 _1 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by ACCU-Span. Truss Design Engineer's Name: Zhang, Guo-jie My license renewal date for the state of is February 28, 2007. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. May 17,2005 1 of 2 Zhang, Guo jie Job Truss Truss Type Oty Ply T1560029 SAGE A10 HIP 1 1 1 unit ku 1, Job Reference (optional) ACCU-SPAN TRUSS. LONGW O 'FL. 32750 6.000 s Jun 17 2004 MiTek Industries, Inc. Fri May 13 12:51:42 2005 Page 1 2-" 6.10-5 13-0-0 20-4-0 26-5-11 33.4-0 35.4-0 2-0.0 6.10-5 6-1-11 7-4-0 6-1-11 6.10.5 2-0.0 Scale = 1:61.8 ATHistrepaiFtis app-Ra ite to3ru's essA15+(T1156, 030) AW1560031) 4.50 Fl2 5x8 = 6x8 = 4 5 5x6 .-...- 5x6 3 6 mN I 2 7 3x4 = 14 13 12 11 10 9 3x4 = 2x4 11 3x4 = 6x8 = 2x4 11 3x4 = 3x4 = y 6.10-5 13-0-0 20.4-0 26-5-11 33-4-0 6.10-5 6.1.11 7.4.0 6-1-11 6.10.5 PROBLE0 T1russ installed back,air.d ly. cREAP:I R! 4No repair is necessary. Plate Offsets X Y : j3:0-3-0,0-3-01,f4:0.2-0,0-2-121 15:0-4-00-2-4)t6:0-3-003.41 LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.56 Vert(LL) 0.06 14 >999 360 MT20 244/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.37 Ven(rL) -0.11 12-14 >999 180 BCLL 0. 0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.03 10 n/a Na BCDL 10. 0 Code FBC2001/ANSI95 Simplified) Weight: 1661b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 5-2-0 oc punins. 4-5 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, BOT CHORD 2 X 4 SYP No.2D WEBS 1 Row at midpt 4-10 WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 2=924/0-8.0, 10=2015/0-8-0, 7=489/0-3-0 Max Horz 2=155(load case 4) Max Uplift2=- 542(load case 4). 10=-1216(load case 2). 7=-551(load case 5) Max Grav 2=971(load case 6). 10=2015(load case 1), 7=576(load case 7) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26. 23=-1307/585. 3-4=-540/278, 4-5=-308/766, 5-6=377/792, 6-7=-265/337, 7.8=0/26 BOT CHORD 2-14=-515/1215, 13-14=-517/1210. 12-13=-517/1210, 11-12=-55/520, 10-1 1=-55/520,9-10=-278/242. 7-9=-273/247 WEBS 3. 14=0/128, 3-12=-769/523,4-12=-139/435,4-10=-1405/783, 5-10=-769/522, 6-10=-826/806, 6-9=-129/130 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-98: 120mph (3-second gust); h=18ft; TCDL=4.2psh BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone: cantilever left and right exposed : porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 542 Ito uplift at joint 2. 1216Ib uplift at joint 10 and 551 Ito uplift at joint 7. LOAD CASE( S) Standard Guo-Jie Zhang, FL Lic #47744 MiTek Industries, Inc. 1801 Massaro Blvd Tampa FL 33619 FL Ceit.# 6634 May 17, 2005 e WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 1801 Massaro Blvd. ® Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for on individual building component. Tampa, FL 33619 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is forlateralsupportofindividualwebmembersonly. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria. DSB-89 and BCSI I Building Component MiTek Safety InformationavailablefromTrussPlateInstitute, 583 D'Onofrio Drive. Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/a *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate plates 0 - 1/16" from outside edge of truss. 0 This symbol indicates the required direction of slots in connector plates. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI I. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building o designer, erection supervisor, property owner and all a: other interested parties. O v 4. Cut members to bear tightly against each other. a. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Cry Ply T1560030 SAGEI 145. 1 1 Job Reference (optional) ACCU-SPAN TRUSS, LONGWOOD. FL. 32750 6.000 s Jun 17 2004 MiTek Industries, Inc. Fri May 13 12:51:43 2005 Page 1 2-M 7-10-5 15-0-0 18-4-0 25.5.11 33-4-0 35-4-0 2-0-0 7-10.5 7-1-11 3-4-0 7-1-11 7-10.5 2-0.0 Scale = 1:61.8 5x6 = 4.50 Fl2 5x6 = 4 5 6x6 % 5x8 C 3 6 N 2 7 Q O 1 B IT 3x4 = 14 13 12 11 10 9 3x4 = 2x4 II 3x4 = 6x8 = 2x4 II 3x4 = 3x4 = 7-10.5 13-0-0 1 20.4.0 25-5-11 + 33-4.0 7-10-5 5-1.11 7-4-0 5-1.11 7-10-5 Plate Offsets X,Y : 13:0-3-0Edgel, 14:0-3-0,0-2-61_15:0.3-0 0-2-61_ 6:0-4-0.0-3-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.72 Ven(LL) -0.09 7-9 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.33 BC 0.35 Ven(TL) -0.10 2-14 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.49 Horz(TL) 0.02 10 Na Na BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight: 162lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 5-0-15 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-10 REACTIONS ( lb/Size) 2=941/0-8-0, 10=2002/0-8.0, 7=485/0-3-0 Max Horz 2=174(load case 4) Max Uplift 2=-560(load case 4). 10=-1163(load case 2), 7=-556(load case 5) Max Grav 2=972(load case 6), 10=2002(load case 1). 7=587(load case 7) FORCES ( lb) -Maximum CompressioNMaximum Tension TOP CHORD 1-2=0/26, 2-3=-1193/538, 3-4=-472/263, 4-5=-167/559, 5-6=-384/864, 6-7=-164/372, 7-8=0/26 BOT CHORD 2-14=-504/1109. 13-14=-506/1105, 12-13=-506/1105, 11-12=0/261, 10-11=0/261, 9.10=-351/149, 7-9=-347/154 WEBS 3-14=0/127, 3-12=-775/555, 4-12=-235/555, 4.10=-1065/589, 5-10=-732/455, 6-10=-8097794, 6.9=-127/128 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=S.Opsf; Category If: Exp B; partially-. MWFRS gable end zone; cantilever left and right exposed ; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 560lb uplift at joint 2, 1163 lb uplift at joint 10 and 556lb uplift at joint 7. LOAD CASE(S) Standard Guo- Jie Zhang, FL Lic #47744 MiTek Industries, Inc. 1801 Massaro Blvd Tampa FL 33619 FL Cert.#6634 May 17,2005 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 1801 Massaro Blvd. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component. Tampa. FL 33619 Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lotercl support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding E I fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onotrio Drive. Madison, Wl 53719. MiTek Symbols PLATE LOCATION AND ORIENTATION 13/< *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate plates 0 - 1/0 from outside a edge of truss. R This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. CONNECTOR PLATE CODE APPROVALS LATERAL BRACING Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A BEARING Indicates location where bearingstwsupports) occur. Icons vary but lip reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI l . 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building 0 designer, erection supervisor, property owner and all a: other interested parties. O U 4. Cut members to bear tightly against each other. o- 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® Job Truss Truss Type Oly Ply T 1560031 SAGE1 A9 HIP 1 1 Job Reference (optional) ACCU-SPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MiTek Industries. Inc. Fri May 13 12:51:45 2005 Page 1 2-" 4-10-5 9-M 13-0-0 20-4-0 + 24-4-0 _2.8-5-11 33-4-0 1 35-4-0 2-0-0 4-10.5 4-1-11 4.0-0 7-4-0 4-" 4.1.11 4.10.5 2-0-0 Scale = 1:61.8 4x8 = 3x4 = 2x4 II 4x8 = 4.50 F12 4 5 6 7 2x4 - 2x4 i 3 e m W ofm 2 9 R c tOlgo 3x4 = 16 15 14 13 12 11 3x4 = 3x4 = 3x4 = 6x8 = 6x8 = 3x4 = 3x4 = 9-0-0 13-" 20-4-0 24.4.0 33-4-0 9-0-0 4-0-0 7-4-0 4-0.0 9-0-0 Plate Offsets X,Y : 14:0-5-4 0-2-01, 17:0-5-4,0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Ven(LL) -0.18 9-11 >860 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Ven(TL) -0.17 2.16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 HOr7.(TL) 0.03 9 n/a Na BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight: 165lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-9 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-" oc bracing, WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-12 REACTIONS (lb/size) 2=974/0-8-0. 12=1909/0-8-0, 9=545/0-3-0 Max Harz 2=120(load case 4) Max Uplift2=-568(load case 2). 12=-1 231 (load case 2), 9=-560(load case 5) Max Grav 2=1004(load case 6), 12=1909(load case 1), 9=589(load case 7) FORCES (lb) -Maximum CompressionIMaximum Tension TOP CHORD 1-2=0/26, 2-3=-1523/863, 3-4=-1129/597, 4-5=-859/475. 5.6=-428/835, 6-7=-428/835, 7-8=-19/201, 8-9=-467/492, 9-10=0/26 BOT CHORD 2-16=-763/1409, 15-16=-412/1068. 14-15=-412/1068, 13.14=-269/859, 12-13=-269/859, 11-12=-181/103, 9-11=339/434 WEBS 3-16=-382/409,4-16=-87/267, 4.14=-320/220, 5.14=-87/319, 5-12=.1748/996,6-12=-420/356,7.12=-985/755, 7-11=-290/295, 8-11=-451/441 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98: 12Omph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed ; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 568 Ito uplift at joint 2, 1231 lb uplift at joint 12 and 560 lb uplift at joint 9. LOAD CASE(S) Standard Guo-Jie Zhang, FL Lic #47744 MiTek Industries, Inc. 1801 Massaro Blvd Tampa FL 33619 FL Cefl.#6634 May 17,2005 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 1801 Massaro Blvd. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on individual building component. Tampa, FL 33619 Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding W I fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, Wl 53719. MiTek Symbols PLATE LOCATION AND ORIENTATION 13/a *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0-1/167 Cl O For 4 x 2 orientation, locate plates 0 - 1/0 from outside a edge of truss. o This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. CONNECTOR PLATE CODE APPROVALS LATERAL BRACING Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 Ir O 2 0 O H AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI I. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPIII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® CITY OF SANFORD PERMIT APPLICATION Permit #: 0 S`% 1 10 Job Address: ZL Description of Work: Historic District: Zoning: Value of Work: Date: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Poo] Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole A' Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Requires Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential -k— Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Attach Proof of Ownership & Legal Description) 1 Phone: Contractor Name & Address: - • `Cc: (Z N cst Qq (a y W 3 2 —7 State License Number: C QCJC Phone & Ax: Contact Person: Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be four the public records of this county, and there may be additional permits required from other governmental entities such as water management distr**, state ap4gies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirergedts gl"Florida Lien Signature of Owner/Agent Date 14 ature of Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: of Flon— Date Contractor/Agent is->-Z' Personally Known to Me or Produced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) a`'aY• PLC PAMEIA M. CONNOILY MY COMMISSION tl DD 067071 EXPIRES: October 23, 2005 o Banded Thru Budget Notary Services 1045 N. Ronald Reagan Blvd. Longwood, Florida 32750 407-332-0216 407-332-4792 FAX License #EC0001753 The Sage I Model Builder/Contractor: JA-RO Construction, Inc. Date September 7, 2004 Address P.O. Box 682 City & State Sanford, FL 32772 We propose to furnish all materials and labor for the electrical work as per the following breakdown and quantities for: Model # 1392 Lot # Street 2523 Yale Avenue Subdivision City or County Sanford, FL 32773 . Wiring shall be done as per the following Schedule: 20 Light Outlets 1 Wire for Dishwasher 30 S.P.. Switches Toggle/White 1 Wire for Garbage Disposal 2 3-Way Switches Toggle/White Wire for Compactor 4-Way Switches 1 Wire for Hood.' 33 Duplex Receptacles White Furnish Roof Cap & Duct for Hood 4 GFI. Receptacles White 1 Wire for Bath Fan P--------- 3 Weather Proof Receptacles' 1 Dryer Outlet Done by others Vent 1 Range Outlet 1 Wire for Chime & Pushbutton & Wall Cven Cook Top 5 Wire for Paddle Fan & Fan not included)--------- Jenn-Air 3( 50Amp 5 Smoke Detectors 1 A/C Unit Ton 7 wire for Phone Outlets 1 Water Heater Outlet 4 TV Outlets 1 Electric Furnece KW 2 Wire for Flood Lights Wire for ECU Unit Lamp Post Outlet Wiring Onaerg roanc-------o,ttrrc 8----...-:_._.e.......-----• .. _ •. Size of seryx icetobe150mp'? This price includes $ NO allowance for fixture Fixtures will be furnished by Building Contractor Electrician will furnish 4 Inch Recessed fixture, 2 Recessed Shower Fixture, Recessed Eyeball Fixture. 3 Baffle Recessed Fixture, --- WHITE ------- Also included: Wire for 1 - garage door receptacle. Run low volt wire for 1 - garage door opener. Wire for 1 - washer receptacle. Set 1 - temporary pole for job site. wire for 1 - security receptacle. Wire for 1 - sprinkler time clock receptacle. Install 1 = 1"- ----- chase pipe in slab for kitchen island electric. ------------------- 0 J.D. Electrical Contractors, Inc. 1045 N. Ronald Reagan Blvd. Longwood, Florida 32750 407-332-0216 407-332-4792 FAX AFFIDAVIT STATE OF FLORIDA CITY of SANFORD Before me this day personally appeared JAMES D. MCELMURRY who, being duly sworn, deposes and says that he authorizes DONNA J. ORANSKY to sign and pull all WURR electrical building permits. aJAMES D. M Sworn to and subscribed before me this 22nd day of February, A.D. 20 NOTARY PUBLIC Job: 2523 Yale Ave. STATE OF FLORIDA My Commission expires: PAMELA M. CONNOLLYI * MY COMMISSION # DD 067071 EXPIRES: October 23, 2005 Im' rF noP'Oe Bonded Thru Budget Notary services 4 CITY OF SANFORD PERMIT APPLICATION Permit # 05-770 Date: Jane' 20, 2005 Job Address: 2523 Yale Avenue New construction plumbing - SFR Description of Work: Historic District: Zoning: Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential X Commercial Value of Work: S 3,150.00 Mechanical Plumbing X Fire Sprinkler/Alarm Pool Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Cale. Required) of Water & Sewer Lines # of Gas Lines 2 Plumbing Repair — Residential or Commercial _ Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: JA—R0 Construction, P. 0. Box 682, Sanford, FL 32772 Phone: 407-324-9495 Contractor Name & Address: Walt's Plumbing, Inc., 125 N. Cypress Way, Casselberry FL 32707 State License Number: CFC 057280 Phone & Fax: 407-834-5424 407-332-0771 Contact Person: Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requireme is of Florida en Law, FS 713. 1-20-05 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Walt Stevenson Pn t Con5C. ge is Nam p y 1-20-05 Signature of Notary -State of Florida Date Contractor/Agent is -&— Personally Known to Me or Produced ID Zoning: Utilities: F D: Initial & Date) (Initial & Date) (Initial & CITY OF SANFORD PERMIT APPLICATION Permit # : t Date: Job Address: C ,C_,[j- { ^.1/ Id 711 Description of Work: f l/ r, -i'{ } 11 A f/A-) Q / ; t Azz ('1't a Historic District: Zoning: Permit Type: Building Electrical Value of Work: S ;)1- 5,0 Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS --Additi' >n/Alteration Change of Service Temporary Pole echanical: Residential Non -Residential Replacement (Duct Layout &Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer es # of Gas Lines Plumbing/New Residential: # of Water Closets. Occupancy Type: Residential Commercial Industrial _ Construction Type: # of Stories: # of Dwelling Units Plumbing Repair- Residential or Commercial Total Square Footage: Flood Lone: (FEMA form required for other than X) Parcel M O — 2-o — —S , 2-- — /0d — 6 (z b (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: 4, [t' Pvr [G YU / ry G % /T/ State License Number: / / Phone & Fax: N L 77 5 ' 7V Q Contact Person: o / ren aef Phone: }b Bonding Company: Address: / 0_ 6 ( Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: 27` Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements f Mori a Lien Law, FS 713. Signature of Owner/Agent Date Si toe of Contractor/Agent Date oj- Print Owner/Agent's Name Pant Contract r/Agent .Name Signature of Notary -State of Florida Date Signature of Notary,State $FL RtkE A. DE GRAvk DatelieMYCOMMISSION4DD1642r• Q EXPIRES: November ll WON Owner/Agent is _ Personally Known to Me or Contractor/Ag6itcis oPeersonally Known to Meor Produced ID _ Produced ID - C n Is -1 ` --) k 1) - (- APPLICATION APPROVED BY: Bldg: • - Zoning: Initial- ) Special Conditions: Initial & Date) Utilities: FD: Initial & Date) ( Initial & Date) COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 04100016 BUILDING APPLICATION #: 04-10001613 BUILDING PERMIT NUMBER: 04-10001613 UNIT ADDRESS: YALE AVE 2523 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NAME: HARKEY ROSE L ADDRESS: 2525-YALE AVE SANFORD LAND USE: PALM TERRACE DATE: December 30, 2004 06-20-31-502-0900-0140 PARCEL: TRACT: BLOCK: LOT: FL 32773 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: CREDIT GIVEN FOR PRIOR SFR (PROPERTY APPRAISER RECORD ON FILE) ddb 7----------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS N/A Single Family Housing ROADS -COLLECTORS 705.00 1.000 dwl unit 705.00N/A SinFa ily Housing FIRE 142.00 1.000 dwl unit 142.00UE LIBRARY N/A 00 Single Family Housing SCSingle 54.00 1.000 dwl unit 54.00 Family Housing PARKS N/A 1,384.00 1.000 dwl unit 1,384.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 CREDIT FEES: 00 SCI LIBRARY Single Family Housing SCI ROAD ARTI RIALS 54.00 1.000 dwl unit 54.00- Single Family Housing SCI ROAD COLLECTORS NORTH 705.00 1.000 dwl unit 705.00- Single Family Housing SCI SCHOOLS 142.00 1.000 142.00- Single Family Housing 1,384.00 1.000 dwl unit 1,384 - AMOUNT DUE 00 STATEMENT RECEIVED BY: X d SE . SIGNATURE: PLEASE PRINT NAME) DATE: Z 3 a - 6 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRERESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PE IT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR RE UESTED, FROM THE PLAN IMPLEMENTATION OFFICE.: 1101-EAST FIRST STRE T, SANFORD FL, 32771; 407-665-7356. • • PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. THIS WSTRYMENT PREPARED BY: NAME &St kbl-le%y ADDRESSt 7 S YAZ C- 41c-- SEXIINOLFCOUNTY r tORIDA'S NAWRA1 C11C)ICr Building & Fire Inspection: 1101 East 1 st Stree: Sanford, FL 32771 State of Florida Permit No NOTICE OF COMMENCEMENT Tax Folio No. (PID) County of Seminole The undersigned hereby gives notice that improvement 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. DESCRIPTION OF PROPERTY (Legal description of the property and street address) 2-77 3 / r)-7 / -,Z GENERAL DESCRIPTION OF IMPROVEMENT OWNER INFORTION Name and address D 95; LYl4t-C— —c> Interest in property (Fee Simple, Partnership, etc.) 3 NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER. (IF OTHER THAN OWNER) CONTRACTOR Name and address SURETY (Bonding Company) Name and address 1 Amount of Bond LENDER Name and address 11111 II III II 1/111111 II 11111 III 1111111111 II 111 II 11111III 11111 MARYANNE BK 05473 PG 0918 CLERKS # 2004154442 RECORDED 10/06/ 2004 01121149 PM RECORDING FEES 10.00 RECORDED BY t holden Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)( a)7., Florida Statutes: Name and address K 1 An-, Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7.lFlorida Statutes: Name and address: 0/; In addition to himself, Owner Designates t,j A\ of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement The expiration date is 1 year from date of recur Rose L Harkey MY Commisaion DD131835 unless a different date is specified.) r Sworn-toAk and subscribed beforemethislDayof OU ity Commission Expires: Notary Public The foregoing instrument yvas acknowledged before me this day of -t; Z4u /by Name of person acknowledged), who is personally known to me or who has produced(Type of identification), as identification and who did/did not take and oath. DEVELOPMENT FEE WORKSHEET Project Name: C.'e- ' Owner/Contact Person: Address: `Z- 2 Type of Development: 1) RESIDENTIAL CITY OF SANFORD. UTILITY — ADMIN P.O. BOX 1788 SANFORD, FL 32772-1788 C Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.): REMARKS: Z) NON-RESIDENTIAL Type of Units (commercial, Industrial, etc.): Total Number'of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 191, 2", etc.) REMARKS: CONNECTIONFEE CAL CULA770N.• Date / lAph ? E7 Phone: l 3 Name - Signature - Date ` 21oy ncInocn IWA2 1) Water System Impact Fees Equivalent Residential Connection (ERC) -300 Gallons Per Day (GPD) Residential S650JUnit - Single family structure, or multi' -family unit containing three (3) bedrooms or more. S487.50/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (Ibis category is based on judgment/assumption, estimation that such family units on average require 750/6-225 GPD of the water and sewer service of an average single family unit Commercial S650/ERU - . Fixtures unit schedule from Southern Plumbing Code will be used One.ERU will be charged for connection and up to twenty (20) fixtures units. For projects having more that twenty (20) fixture unit base for the first ERU. (Fmmmple: twenty-five (25) fixtures units will be rated as 125 eru: twenty-six (26) fixture units will be rated as 1.5 ERU.) . 2) Sewer Systems Impact Fees Equivalent Residential Connectiotls-270 Gallons Per Day (GPD) Residential - S-1,700 Unit - Single Family shucttae, or multi -family unit Containing three (3) bedrooms or more. 1,275/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (Ibis category is based on jtxdgateaUassUmption, estimation that such family units on average require 75% of water and sewer service of an average single family unit} Commercial- Industrial- Institutional S1,700/ERU Fixtures unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (20) fixtures units. For projects having more than twenty 20) units the Impact fee will be increments of 25% based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty five (25) fixture units will be rated as 1.25 ERU: twenty six (26) fixture units will be rated as 1.5 ERU} FIXTURES TYPE DRAINAGE FDMJRES UNIT VALVE AS LOAD FACTORS MINIMUM SIZE OF TRAP(INCHES) Automatic clothes washers, commercial (a). 3 2 Automatic clothes washers, residential 2 2 Bathroom group consisting of water closets, lavatory, bidet and bathtub or showers 6 Bathtub (b) (with or without overhead shower or whirlpool attachments 2 Bidet 2 1 '/4 Combination sink and tray 2 1 r% Dental lavato 1 1 'A Dental unit or cuspidor 1 1 'A Dishwashing machine, (c )domestic 2 1 '/2 Drhiking fountain 1 '/4 Floor drains 2 1 Kitchen sink domestic 2 1 % Kitchen sink, domestic with food waste grinder and/or Dishwasher 2 1 '% La tray 1 or 2 compartments) 2 _ . I''/2 Lavatory 1 1 '/4 Shower compartments, domestic 2 2 Sink 2 1 Urinal 4 Footnote d Unnal, l gallon per flush or less 2e Footnote d Wash sink (circular or multiple) each ser of faucets 2 1. '/2 Water closets, flushometer tank, public or private 4e Footnote d Water closets, private installation 4- Footnote d Water closets, public installation 6 Footnote d For SI:1 irak-25.4 mm,1 won-3.785 L ' a For traps larger than 3 inches, use Table 709.2 b A showerhead over a bathtub or whirlpool -bathtub atlachments does not increase the drainage fixtures unit valve t See sections 709.2 thought 709.4 for methods of computing unit valve of fiutures not -listed in Table 709.1 or for rating of devices with intermittent flows. d Trap size shall be consistent with the fixtures outlet size. e For the purpose of computing -loads on building drains and sewers; water closets or urinals shall not be rated at a lower -drainage first fixturerye unit unless the lower values are confirmed by testing. - TABLE 709.2 DRAINAGE FIXTURES UNITS FOR FDLTURES DRAINS OR TRAPS F'umrre Drain or Trap Size inches Drainage Fixtures Unit Value 1 '/4 1 1 '/2 2 2 3 2'/2 4 3 5 4 6 Standard Plwnbing coda 0 1997 CITY OF SANFORD PERMIT APPLICATION :-: ;!;; '• Permit # : iis' ri r) D Date: Job Address: 2 3 y/4e- vE 4-iu ,,e,0 FC_ % -7 % 1 Description of Work:%__5//U !64-14E FW7"le- Y f' fC'M f6<670G C Historic District: Iia Zoning: 5 IQ— Value of Work: S 9, . . d G Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Tl1 Construction Type: _ # of Stories: # of Dwelling Units: _i_ Flood Zone: _>e_' (FEMA form required for other than X) Parcel #: '- , IZ- D p% " I (Attach Proof of Ownership &Legal Description) Owners Name &Address: i CSC L„ -%4Q il—e-Y AkJQ .JA-j77 f> t..,. Gj CZ L8z LE_ 6-0C— SA-N rR-2 RID FC 37-773Phone: 407— '--5 a L4 — 2 03 C Contractor Name &ppAddress: _- t7 2 U G -/ IL) _ /IJC:.... ""• (j Qy & sg; Al PC7 aJ i L 2 %72 _ ! ...s.,r+e9tat4 is ns tgt mb@r:l I< J Z /. % 2 Phone & Fax:YCJ Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: 4'9 yV MITn im iC c.r.3&di_'1,7`X*' one: 41tf%1CJ ",COz 1 F,trl1 e u n- / q Address/SUz.-*IV A-Llc- t. .., a t . Application is hereby made to obtain a permit to do the work and in1 diwns as in is t rtify1that o or installation commenced prior to the issuance of a permit and that all work will be performed to meet sEaffl ds.of all Iaws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, S!S POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance o rmit is verificati that I will notifythe owner of the property of the requ" menu of F o ' limp Law, FS 713. ru 6'c2 t- — P q E SinatureofOwner/Agen Date ignature of ntractor/Age t Date e oSc L. E ) s . Print caner/Agent's Name int Contractor/Agent's Name c_v gc 4 B tgnatu ry-State of F o ' Date Si ature of Notary -State of Florida Date _J °D s 3> z 1m a v asc ' Owner/Agent is _Personally Known to Me or Contractor/Agent is Personally Known to Me or 8 , to > _2 Produced ID 81b7XaOLAA in3U _ Produced ID . zo rn Etv4 I I y o 0omI% LTC TION APPROVED BY: B dg Zoni u a tilities: /JFD: m o "' A lnina B baTt (initial & D e) (Initial & Date C.) (Initial &Date) iz onditions: L 5s as .13 BOUNDARY SURVEY n N W J Q r DESCRIPTION LOT 14, BLOCK 9, PALM TERRACE AS PER PLAT THEREOF RECORDED IN PLAT BOOK 4, PAGE 82, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. am 119.51' #49A s 25,53' w PROPOSED RESIDENCE F F FINISHED FLOOR ELEVATION=53.68 >' x x 'nm I 0 25.00' s' LOT 14 s e , a gtiti o cc o F 25 53' REMCOVERM a w mm aW s. 0 S89'54'52a UO OW TEMPORARY BENCHMARK NAIL & DISC ELEVATION=52.21 GENEVA STREET a LOT 13 0 ao.o' Haa IhsuuN89'54'52"E T", 25.00* 5- o a0z W z W). p O 00 8 Q F Lno( n oiAn "°` FEUM s s l 19.539 RECOVEMT FERMEAST & COMURLOT 15 PIANS REVIEWED CITYOFSAtFORDNOTES: 1) BEARINGS BASED ON THE EAST RIGHT OF WAY LINE OF YALE AVENUE AS BEING N00'00'00"W. 2) LOT VACANT AT TIME OF SURVEY. 3) UNDERGROUND UTILITIES WERE NOT LOCATED. 4) ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 12117CO045 E, DATED APRIL 17, 1995 THE DESCRIBED PROPERTY LIES IN ZONE X, AREA DETERMINED TO BE ABOVE THE 500 YEAR FLOOD LINE. 5) + 52.06 DENOTES EXISITING ELEVATION REVISED: OCTOBER 22, 2004 - ADDED ELEVATIONS & PROPOSED BUILDING JAES R. SHANNON JR..tP LeS. #4671 OT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SHANNON SURVEYING INC. 499 NORTH S.R. 434, SUITE 2153 ALTAMONTE SPRINGS, FLORIDA, 32714 407) 774-8372 — LB#6898 DATE OF SURVEY: MARCH 11, 2003 FIELD Fir D. H. SCALE: 1 " = 30' FILE NUMBER: P134- 82 BIk9 Lot 14 BOUNDARY SURV Y DESCRIPTION LOT 14, BLOCK 9, PALM TERRACE AS PER P4AT THEREOF RECORDED IN PLAT BOOK 4, PAGE 82, PUBLIC RECORDS OFF SEMINOLE COUNTY, FLORIDA. q w N GENEVA STREET g LOT 13Su5/r am Su sAr am q Z 3wo SHMNM 0071 N89'54 52 Egumm " o W-- N\119.51' 5 W --- n W Z W Io0 o L.L) ,"13 1_ 1. 00=— 11 00 I c Q o LOT 14 j% `>; (co 0 8 0 p z ! o CLLwlm Iotoate xOX NOTH 04/iN LICK fD10E a 3m r FEUM COMM S8954' 52'W 119.53' 0 I.r r WE 1Ar mom r Z7625'. 6 3 NOTES: 1) BEARINGS BASED ON THE EAST RIGHT OF WAY LINE OF YALE AVENUE AS BEING N00'00'00'W. 2 LOT VACANT AT TIME OF SURVEY. 3 UNDERGROUND UTILITIES WERE NOT LOCATED. 4 ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 12117CO045 E, DATED APRIL 17, 1995 THE DESCRIBED PROPERTY LIES IN ZONE X. AREA DETERMINED TO BE ABOVE THE 500 YEAR FLOOD LINE. SHANNON SURVEYING INC JAMES R. SHANNON+ JR., P.LS - #4671 NUT VAUD WHOUT THE 9GNATURE AND" W ORIGINAL RAND SEAL OF A FLORIDA LICENSED SURVEI W AND MAPPER 499 f ORTH S.R. 434. SUITE 2153 ALTAMOVTE SPRINGS, FLORIDA, 32714 407) 774-8372 — LB#6898 DATE of VE.' MARCH 11. 2003 FIELD Br D.H. SCALE 1 " = 30. FILE NUMBER: PB4-82 BIk9 Lot 14 JA-RO Construction, Inc. P.O. Box 682 Sanford, FL 32772-0682 Phone: 407-324-9495 October 5, 2004 To Sanford Building Department: JA-RO Construction, Inc. will be building a house known as THE SAGE I, a 3 bedroom/2 bath, block construction house, on multiple lots in the City of Sanford during this coming year. I am requesting that one set of certified plans be registered with your department for use in obtaining permits for the remaining houses to be built. Hopefully, this would alleviate duplicate tasks for your department and enable us to receive our permits in a shorter timeframe. We will, of course, submit whatever additional paperwork is required for each lot on which we build THE SAGE I. Respectively submitted lx C: % Rose L. Harkey, Secretary/Treasurer MIC MiTek' RE: SAGE1 - Site Information: Project Customer: JA-RO CONST. Project Name: SAGE1 County: SEMINOLE MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Telephone 314/434-1200 Fax 314/434-5343 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2001 Design Program: MiTek 20/20 6.0 Wind Code: ASCE 7-98 Wind Speed: 120 mph Design Method: Main Wind Force Resisting System ASCE 7-98 Roof Load: 47.0 psf Floor Load: N/A psf This package includes 20 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# JJob ID# ITruss Nam Date INo. Seal# JJob ID# ITruss Name Date 1 117343091 ISAGE1 JA 10/18/04 118 117343108 ISAGE1 I L 10/18/04 12 117343092 I SAGE1 JA1 110/18/04 119 117343109 I SAGE1 iM 10/18/04 13 117343093 I SAGE1 JA11 110/18/04 120 117343110 I SAGE1 is 110/18/04 1 1_ 117343094 1 SAGE1 IA11A 110/18/04 1 1 1 1 1 41 Cr'Y Ott S-4+Q. C` 15 117343095 I SAGE1 IA13 110/18/04 6 117343096 I SAGE1 IA13A 110/18/04 1117343097 ISAGE1 IA15 110/18/04 11 17343098 I SAGE1 IA15A 110/18/04 19 117343099 I SAGE 1 J A7 110/18/04 110 117343100 I SAGE 1 J A7A 110/18/04 11 117343101 1 SAGE1 JA9 110/18/04 112 117343102 I SAGE 1 J A9A 110/18/04 13 117343103 I SAGE 1 J B 110/18/04 1 14 _ 117343104 ISAGE1 JB7 110/18/04 1 15 117343105 I SAGE 1 11 110/18/04 1 116 117343106 I SAGE1 lim 110/18/04 117 117343107 I SAGE 1 I K 110/18/04 1 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Accu-Span. Truss Design Engineer's Name: Budiman, Junaidie My license renewal date for the state of Florida is February 28, 2005. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2003 Chapter 2. w*'- URD October 18,2004 Budiman, Junaidie Job Truss Truss Type city Py 17343091 SAGE1 A COMMON 13 1 Job Reference o I ACCU-SPAN TRUSS, LONGWOOD. FL. 32750 6.000 s Jun 17 2004 MiTek Industries, Inc. Mon Oct 18 08:31:41 2004 Page 1 637 r 1144 16-8•0 21-11-12 2739 33-4-0 35-4-0 2-041 6-0-7 53-12 5312 5312 5312 6-0-7 2-0-0 Scale = 1:60.8 4x6 = 4.50 12 5 3x4 % 3x4 4 6 5x6 % 5x6 3 7 2 8 31 9 I 3x6 — 15 14 13 12 11 10 3x8 = 3x4 = 3x4 = 6x6 = 3x4 = 6x6 = 3x4 = 6-10.5 13-M , 20.4-0 i 26-&11 , 33-4-0 6.105 6-1-11 7.4-0 6-1-11 6-105 Plate Offsets Y : 3:03-003-0:03-003-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.55 Vert(LL) 0.23 13 >999 360 MT20 244/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.66 Vert(TL) -0.42 12-13 >936 180 BCLL 0. 0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.12 8 n/a n/a BCDL 10. 0 Code FBC2001/ANSI95 Simplified) Weight: 167lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-2-14 oc pudins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 5-1-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 2=1712/0-8-0, 8=1712/0-8-0 Max Horz 2=-188(load case 5) Max Uplift2=- 913(load case 4), 8=-913(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 23=3377/1628, 3-4=3230/1646, 45=-2543/1346, 5-0=-2543/1346, 6-7=3230/1646, 7-8=3377/1628, 8-9=0/26 BOT CHORD 2-15=-1555/3132,14-15=-1169/2597,13-14=-1169/2597,12-13=-750/1975,11-12=-1029/2597,10-11=-1029/2597, 8-10=- 1379/3132 WEBS 3- 15=317/338, 4-15=-366/611, 4-13=-610/507, 5-13=-470/815, 5-12=-470/815, 6-12=-610/507, 6-10=366/611, 7-10= 317/338 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 913 lb uplift at joint 2 and 913 lb uplift at joint 8. LOAD CASE( S) Standard Junaidie Budiman, FL Lic #4516 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL CerL# 6634 October 18 2004 e WARNING - VeryJj design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 0300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of IndMdual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Crlterlo, DSB-89 and BCSI1 Building Component MiTek® Safety InformationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison. WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/a *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0 a: O For 4 x 2 orientation, locate plates 0 -'/16" from outside o_ edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in Welk 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearingstw (supports) occur. Icons vary but lip reaction section indicates joint number where bearings occur. Industry Standards: ANSIITPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all C1 other interested parties. O U 4. Cut members to bear tightly against each other. o- 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® Job Truss Truss Type Oty Ply 17343092 GE1 Al COMMON 1 1 Job Reference (optional) ACCUSPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MiTek Industries, Inc. Mon Oct 18 08:31:41 2004 Page 1 2-0.0 6-0.7 11-4-4 16-8-0 21-11-12 2739 33-4-0 35 4 0i 2.0.0 6-0.7 5312 5312 5312 5312 6-0-7 2-0-0 Scale = 1:60.8 4x6 = 4.50 Fl2 5 3x4 r 30 4 6 5x6 5x6 3 7 2 8 1 9 I 3x4 = 15 14 13 12 11 10 3x4 3x4 = 3x4 = 6x6 = 3x4 = 6x6 = 3x4 = 6-105 13-0.0 20.4-0 i 26.5-11 , _ 33-4-0 i 6.10.5 6.1-11 7-4-0 6-1-11 6-105 Plate Offsets MY): 3:030 030 :030 030 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) 0.06 15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.35 Vert(TL) -0.11 13-15 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.59 Horz(TL) 0.02 12 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight: 167lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-11 oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-12 REACTIONS (Ib/size) 2=931/0-", 12=2018/0-8-0, 8=478/0-" Max Harz 2=-188(load case 5) Max Uplift2=552(load case 4), 12=-1161(load case 2). 8=-532(load case 5) Max Grav2=961(load case 6), 12=2018(load case 1), 8=585(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 23=-1365/654, 3.4=-1219/672, 45=-473/319, 5-6=353/856, 6-7=-232/377, 7-8=380/361, 8.9=0/26 BOT CHORD 2-15=557/1266, 14-15=-241/668, 13-14=-241/668, 12-13=-111/373, 11-12=-569/457, 10-1 l=569/457, 8-10=-257/354 WEBS 3-15=351/361, 4-15=397/657, 4-13=528/519, 5-13=-483/835, 5.12=-1480/810, 6-12=548/636, 6-10=594l708, 7-10=386/377 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed ; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 552 lb uplift at joint 2, 1161 lb uplift at joint 12 and 532 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #4516 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 October 18 2004 A WARNING - Vergy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite k300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSII Building Component MiTekSafetyInformationavailablefromTrussPlateInstitute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. O For 4 x 2 orientation, locate plates 0 -'/16" from outside o- edge of truss. o This symbol indicates the required direction of slots in connector plates. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. O U 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section Of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. u1i (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates jointLF approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTekO DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, 2004 MitekOInstalling & Bracing of Metal Plate Connected Wood Trusses. lob Truss Truss Type Oty Ply 17343093 GE1 A11 HIP 1 1 Job Reference (optional) ACCU-SPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MITek Industries, Inc. Mon Oct 18 08:31:41 2004 Page 1 2-0-0 5-105 11-0-0 _16$-0 22-4-0 275.11 33-4-0 35-4-0 , 2-0-0 5.105 5-1-11 5-8-0 580 5-1-11 5.10.5 2.0-0 Scale = 1:61.8 5x6 = 3x4 = Sx6 = 4 5 6 4.50 12 2x4 20 3 7 2 6 9 9 6 3x4 = 15 14 13 12 11 10 3x4 6x6 = 3x4 = 6x6 = 6x6 = 6x6 = 3x4 = 9-" 13-0-0 i 20-4-0 24-0 0 33-4-0 I I + 9-0-0 4-0-0 74-0 4-" 9-0-0 Plate Offsets Y : 4:03-00-2-8 6:0-3-0 0-2-6 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) -0.17 8-10 >912 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(rL) -0.15 2-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.02 11 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Simplified) Weight: 161 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 53-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2--934/0-", 11=2011/0-8-0, 8=483/03-0 Max Harz 2=138(load case 4) Max Uplift2=545(load case 2), 11=-1249(load case 2), 8=548(load case 5) Max Grav2=976(load case 6), 11=2011(load case 1), 8=558(load case 7) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 23=-1372f729, 3-4=-989/510, 45=556/316, 5-6=-454/942, 6-7=59/407, 7-8=-280/375, 8-9=0/26 BOT CHORD 2-15=-638/1272, 14-15=-221/755, 13-14=-221/755, 12-13=-72/315, 11-12=-72/315, 10-11=-505/400, 8-10=303/261 WEBS 3-15=-419/432,4-15=-193/396.4-13=-505/351, 5-13=3461757,5-11=-1317/820,6-11=-1009f756,6-10=-419/426, 7- 10=-465/454 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft: TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed ; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 545 lb uplift at joint 2, 1249 lb uplift at joint 11 and 548 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #4516 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 October 18 2004 e WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DS"9 and BCSI1 Building Component M iTe k SafetyInformationavailablefromTrussPlateInstitute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths, Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 0 - 1/16" from outside o_ edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearingstw (supports) occur. Icons vary but reaction section indicates joint9Fnumberwherebearingsoccur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A TEE-LOK AGeneral Safety Notes, Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building o designer, erection supervisor, property owner and all a: other interested parties. 0 v 4. Cut members to bear tightly against each other. a 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® Job Truss Truss Type Oty Ply 17343094 GE1 A11A HIP 1 1 Job Reference (optional) ACCU-SPAN TRUSS, LONGWOOD. FL. 32750 6.000 s Jun 17 2004 MITek Industries, Inc. Mon Oct 18 08:31:42 2004 Page 1 2-0.0 5.10.5 11.0.0 16-8-0 22-4-0 27511 33.4-0 35.4-0 2-0.0 5.105 5-1-11 5E-0 5.6-0 5.1-11 5105 2-0-0 Scale = 1:61.8 5x6 = 3x4 = 5x6 = 4 50 F1 4 5 8 20 20 i 3 7 qq 2 8 yl1 9 Iq dd 6 3x6 = 15 14 13 12 11 10 3x6 = 6x6 = 30 = 6x6 = 6x6 = 6x6 = 3x4 = 9.0.0 13-Mi 20-4-0 24-4-0 33-4-0 i 9-0.0 4-0-0 7.4-0 4-0-0 9-0-0 Plate Offsets Y : 4:03-00-2-0 6:03-0 0-2-6 LOADING ( psf) SPACING 2-M CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) -0.17 8-10 >614 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.12 8-10 >924 180 BCLL 0.0 Rep Stress Ina YES WB 0.69 Horz(rL) 0.04 10 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Simplified) Weight: 161 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=1186/0-8-0, 10=198210-8-0, 8=259/03-0 Max Harz 2= 1 38(load rase 4) Max Uplift2=-690(load case 2), 1 0=-1 142(load case 3), 8=-409(load case 5) Max Grav 2= 1 195(load case 6), 10=1982(load case 1), 8=343(load case 7) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 23=-1956/1116, 3.4=-1582/904, 4-5=-1221/758, 5-0=311/276, 6-7=-457/964, 7.8=-275/718, 8-9=0/26 BOT CHORD 2-15=-997/1813, 14-15=-593/1315, 13-14=-593/1315, 12-13=-410/950, 11-12=-410/950, 10.11=-137/249, 8-10=-069/337 WEBS 3-15=398/423, 4-15=-188/384, 4-13=-226/210, 5-13=-177/422, 5-11=-979/625, 6-11=458/941, 6-10=-1768/968, 7- 10=4731459 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially; MWFRS gable end zone; cantilever left and right exposed; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 690 lb uplift at joint 2, 1142 lb uplift at joint 10 and 409 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #4516 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 October 18 2004 e WARNING - Ver(& design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Chesterfield. MO 63017 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria. DSB-89 and BOSH Building Component MiTek® SafetyInformationavailablefromTrussPlateInstitute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0 o= O For 4 x 2 orientation, locate plates 0 - 1/0 from outside o_ edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all 01 other interested parties. O U 4. Cut members to bear tightly against each other. o- 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI I. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPIII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® ob Truss Truss Type Qty Ply 17343095 GE1 A13 HIP 1 1 Job Reference o anal CCU -SPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MiTek Industries, Inc. Mon Oct 18 08:31:43 2004 Page 2.0-0 6-105 13-0-0 2_0-4-0 265-11 33.4-0 35.4-0 2-0-0 6-105 6.1-11 7-4-0 6.1-11 6.105 2-0.0 Scale = 1:61.8 4.50 12 Sx8 — 6x8 = 4 5 Sx6 i::; 5x6 3 6 ap 2 7 1 8 Iq d 3x4 = 14 13 12 11 10 9 3x4 2x4 11 3x4 = 6x8 = 2x4 11 3x4 = 3x4 = 6-10-5 13-0-0 20.4-0 i 26511 I 33.4-0 I 6-105 6.1-11 7.4-0 6.1-11 6.105 Plate Offsets Y : 3:03-00-3-04:0-2-00-2-12 5:0-" 0-2-0 6:03-003-4 LOADING (psf) SPACING 2- 0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP CLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) 0.06 14 >999 360 MT20 244/190 CDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(fL) -0.11 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.03 10 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight: 166lb LUMBER BRACING OP CHORD 2 X 4 SYP No.2D 'Except* TOP CHORD Sheathed or 5-2-0 oc purlins. 45 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 1 Row at midpt 4-10 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2= 924/0-8-0, 10=2015/0-8-0, 7=489/03-0 Max Harz 2=155( load case 4) Max Uplift2=542(load case 4), 10=-1216(load case 2). 7=551(load rase 5) Max Grav2=971(load case 6), 10=2015(load case 1), 7=576(load case 7) FORCES (lb) - Maximum Compression/ Maximum Tension OP CHORD 1-2= 0/26, 23=-1307/585, 3-4=540/278, 45=308/766, 5-6=377/792, 6-7=-265/337, 7-8=0/26 BOT CHORD 2-14= 515/1215, 13-14=517/1210, 12-13=517/1210, 11-12=55/520, 10-11=55/520, 9-10=-278/242, 7-9=-273/247 WEBS 3-14=0/ 128,3-12=-769/523,4-12=-139/435,4-10=-1405/783,5-10=-769/522,6-10=-826/806,6-9=-129/130 NOTES 1) Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-98; 120mph (3-second gust); h=18111; TCDL=4.2psf; BCDL=5.Opsf, Category 11; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed ; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. Provide adequate drainage to prevent water ponding. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 542 lb uplift at joint 2, 1216 lb uplift at joint 10 and 551 lb uplift at joint 7. LOAD CASE(S) Standard Junaidie Budiman, FL Lic # 4516 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL CerL#6634 October 1 e WARNING - Vero design parameters and READ NOTES ON THIS AND REVERSE 87DE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with Mrrek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available fromTrussPlateInstitute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0 -1/Ib 0 O For 4 x 2 orientation, locate plates 0 - 1/0 from outside edge of truss. o R This symbol indicates the required direction of slots in connector plates. Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension is the width Q X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearingstw (supports) occur. Icons vary but lip reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all X other interested parties. 0 4. Cut members to bear tightly against each other. o_ 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPIII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® Py A13A I HIP Industries, Inc. Mon Oct 18 2-0.0 6.105 13-0-0 20-4-0 265.11 33-" 35-4-0 2-0-0 6.105 6.1-11 7.4-0 6-1-11 6.105 2-0-0 Scale = 1:61.8 4.50 12 2x4 11 5x8 = 6x8 = 3x4 = 6x8 = 3x4 = 3x4 = 2x4 11 6-105 13-0-0 i 20.4-0 26-5-11_ I 33.4-0 i 6.105 6-1-11 7-4-0 6-1-11 6.105 Plate Offsets (XY)' (3:03-00.3-41 (4:0-2-0,0-2-121 f5:04-0,0-2-41, f6:0.3-0,0341 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.23 12 999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.67 Vert(TL) 0.40 10-12 983 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(fL) 0.13 7 n/a Na BCDL 10.0 Code FBC2001/ANSI95 Simplified) Weight: 166lb LUMBER TOP CHORD 2 X 4 SYP No.2D 'Except' 45 2 X 6 SYP No.2ND BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=1712/0-".7=171210-8-0 Max Harz 2=155(load case 4) Max Uplift2=-937(load case 2). 7=-937(load case 3) BRACING TOP CHORD Sheathed or 3-0-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-2-6 oc bracing. WEBS 1 Row at midpt 4-10 FORCES ( Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 23=3309/1666, 3.4=-2596/1388, 45=-2448/1380, 5-6=-2596/1388, 6-7=3309/1666, 7-8=0/26 BOT CHORD 2-14=-1504/3074,13-14=-1506/3069,12-13=-1506/3069,11-12=-1096/2448,10-11=-1096/2448,9-10=-1406/3069, 7- 9=-1404/3074 WEBS 3-14=0/128, 3-12=-704/490, 4-12=-126/410, 4-10=-263/263, 5-10=-104/404, 6-10=-704/490, 6-9=0/128 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft: TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 937 lb uplift at joint 2 and 937 lb uplift at joint 7. LOAD CASE(S) Standard i9 9Junaidie Budiman, FL Lic #451 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL CerL#6634 A WARNINO - Veryt, design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, ® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSII Building Component MiTek® SafetyInformationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/a *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate plates 0 - 1/16" from outside rL edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 sottware or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary butEVreactionsectionindicatesjoint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A TEE-LOK AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building 0 designer, erection supervisor, property owner and all other interested parties. O U 4. Cut members to bear tightly against each other. rL 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® Job Truss Truss Type City Ply 17343097 SAGE1 A15 HIP 1 1 Job Reference (optional) ACCU-SPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MITek Industries, Inc. Mon Oct 18 08:31:43 2004 Page 1 2-0-0 7-10-5 15-0-0 18-4-0 25511 33.4-0 35d-0 2-0-0 7-105 7-1-11 3-4-0 7-1-11 7-105 2.0.0 Scale = 1:81.8 4.50 12 5x6 Sx6 = 4 5 6x8 % 5X8 3 6 2 7 1 e dg 3x4 = 14 13 12 11 10 9 3x4 2x4 II 3x4 = 6x8 = 2x4 II 3x4 = 3x4 = 7-105 13-0-0 20.4-0 l 255.11 33-4-0 l 7-10-5 51-11 7-4-0 5.1-11 7-105 Plate Offsets Y : 3:0-3-0 Ede 4:03-00-2-65:03-00-2-6 6:04-003-0 LOADING (psf) SPACING 2- 0-0 CSI DEFL in (loc) Vdefi Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.72 Vert(LL) -0.09 7-9 >999 380 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.35 Vert(rL) -0.10 2-14 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.49 Horz(TL) 0.02 10 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight: 162lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-15 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-10 REACTIONS (Ib/size) 2-- 941/0-", 10=2002/0-", 7=485/03-0 Max Harz 2=174( load case 4) Max Uplift2=-560(load case 4), 10=-1163(load case 2), 7=556(load case 5) Max Grav 2=972( load case 6), 10=2002(load case 1), 7=587(load case 7) FORCES (lb) - Maximum Compression/ Maximum Tension TOP CHORD 1-2= 0/26, 23=-1193/538, 3-4=-472/263, 45=-167/559, 5-6=-384/864, 6-7=-164/372, 7-8=0/26 BOT CHORD 2-14=- 504/1109, 13-14=506/1105, 12-13=-506/1105, 11-12=0/261, 10-11=0/261, 9-10=351/149, 7-9=347/154 WEBS 3-14=0/ 127, 3-12=-775/555, 4-12=-235/555, 4-10=-1065/589, 5-10=-732/455, 6-10=-809/794, 6-9=-127/128 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98; 120mph (3-second gust); h=18ft; TCDL=4.2psf, BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone: cantilever left and right exposed; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 560 lb uplift at joint 2, 1163 lb uplift at joint 10 and 556 lb uplift at joint 7. LOAD CASE(S) Standard Junaidie Budiman, FL Lic # 4516 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 October 18 2004 e WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Suite k300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Ole Is for lateral supportofIndividualwebmembersonly. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive. Madison, WI 53719. I e Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate plates 0 -'/16" from outside edge of truss. o This symbol indicates the required direction of slots in connector plates. Plate location details available in Welk 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearingstw (supports) occur. Icons vary but Eip reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specificatldh for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A TEE-LOK AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13CSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all Er other interested parties. O U 4. Cut members to bear tightly against each other. a. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI I. 6. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orlentation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® Job Truss Truss Type Oty ply 17343098 GE1 A15A HIP 1 1 Job Reference (optional) ACCUSPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MTek Industries, Inc. Mon Oct 18 08:31:44 2004 Page 1 2-0-0 7-10-5 15-0.0 18-4-0 255.11 33-4-0 35-4-0 2-0-0 7-105 7-1-11 3-4-0 7-1-11 7-10-5 2-0-0 Scale = 1:61.8 4.50 /2 5x6 Sx8 = 4 5 5x8 Sx8 3 6 2 7 q 1 8 ]g6 3x8 = 14 13 12 11 10 9 3x8 2x4 11 3x4 = 6x8 = 2x4 II 3x4 = 3x4 = 7-10-5 13-0-0 i 20.4-0 25.5.11 33.4-0_ 1 7-10.5 5.1-11 7-4-0 5.1-11 7-10.5 Plate Offsets Y : 3:0-4-003-04:0-M 0-2-8 5:03-00-2-8 6:0-4-0 03-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.22 12 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.65 Vert(TL) -0.41 10-12 >962 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(rL) 0.12 7 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight: 162lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1712/0-", 7=1712/0-M Max Harz 2= 174(load case 4) Max Uplift2=-917( load case 2), 7=-917(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=0/26, 23=3204/1556, 3-4=-2510/1295, 4-5=-2172/1253, 5-6=-2515/1298, 6-7=3204/1556, 7-8=0/26 BOT CHORD 2- 14=-1401/2979,13-14=-1403/2975,12-13=-1403/2975,11-12=-906/2173,10-11=-906/2173,9-10=-1293/2975, 7-9=-1291 / 2979 WEBS 3-14= 0/127, 3-12=-741/535, 4-12=-224/536, 4-10=-273/272, 5-1 0=-1 94/532. 6-10=-737/533, 6-9=0/126 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf, Category 11; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 917 lb uplift at joint 2 and 917 lb uplift at joint 7. LOAD CASE( S) Standard Junaidie Budiman, FL Lic #4516 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 October 18.9f) nAl e WARNING - Veryll design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® Safety Information availablefromTrussPlateInstitute, 583 D'Onofrlo Drive. Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. a: 0 For 4 x 2 orientation, locate plates 0 - Vie'from outside rL edge of truss. oR This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary butEVreactionsectionindicatesjoint number where bearings occur. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A i r_ TEE-LOK 15 QW&I QC'Wl AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building o designer, erection supervisor, property owner and all other interested parties. 0 V 4. Cut members to bear tightly against each other. rL 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPIII. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI l . 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® Job Truss Truss Type Oty Ply 17343099 GE1 A7 HIP 1 1 Job Reference (optional) ACCU-SPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MiTek Industries, Inc. Mon Oct 18 08:31:44 2004 Page 2-0.0 3-105 7-0.0 9-0-0 13-0-0 1641-0 20-4-0 24-0-0 26.4-0 i 295.11 33-4-0 35-0-0 2.0-0 3-105 3.1-11 2.0.0 4.0.0 3.8.0 3.8-0 4.0-0 2.0-0 3.1-11 3.10-6 2-0.0 Scale = 1:61.8 5x6 3x6 = 2x4 II 8x8 = 2x4 11 3x6 = 5x6 - 4.50 F12 4 5 21 6 22 7 23 8 24 9 10 2x4 \\ 2x4 3 11 2 QqyZ 12311 3x8 = 20 25 19 26 /8 27 17 28 16 29 15 30 14 3x8O 3x4 = 3x4 = 7x8 = 2x4 11 7x8 = 3x4 = 30 4-10.5 9-0-0 13-0-0 18-6-0 1 20-4-0 24-4-0 + 28-5-1t 1 33d-0 1 4- 105 4-1-11 4-0.0 3.8-0 3.8-0 4-0-0 4-1-11 4-10-5 Plate Offsets Y : 2:03-12 0-1-8 4:030 0-2-6 10:030 0-2-0 12:0312 0-1.8 16:0-4-00-4 8 18:04-0 0-4-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.81 Vert(LL) 0.15 19-20 >999 360 MT20 244/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.19 19-20 >999 180 BCLL 0. 0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.04 12 n/a Na BCDL 10. 0 Code FBC2001/ANS195 Matrix) Weight: 1991b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-7-0 oc pudins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-16 REACTIONS (lb/ size) 2=1524/0-8-0, 16=4082/0-8-0, 12=603/030 Max Harz 2=105(load case 4) Max Uplift2=- 1014(load case 4), 16=-2944(load case 2), 12=-593(load case 5) Max Grav2= 1537(load case 6), 16=4082(load case 1). 12=630(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/57, 23=3105/1919, 3-4=-2962/1881, 43=-2767/1866, 5-21=-199211345, 6-21 =-199211345, 6-22=-1992/1345, 7-22=-1992/1345, 7-23=- 1595/2405. 8-23=-159512405, 8-24=-1595/2405, 9-24=-1595/2405, 9-10=-65/387, 10-11=-662/676, 11-12=-830745,12-13=0/ 57 BOT CHORD 2-20=-1742/2830, 20-25=-1566/2520,19-25=-1566/2520,19-26=-1702/2767,18-26=-170212767,18-27=-9/282, 17-27=-9/282, 17-28=- 9/282, 16-28=-9/282, 16-29=387/240, 15-29=387/240, 1530=-157/219, 1430=-157/219, 12-14=577/732 WEBS 3- 20=-134/167, 4- 20=-121/356, 4-19=-242/493, 5-19=-12/104. 5-18=-944/638, 6-18=-582/555, 7-18=-1433/2115, 7-17=0/99, 7-16=3188/2163, 8-16=- 627/587, 9-16=-2444/1840, 9-15=597/908, 10-15=517/609, 10-14=-423/564, 11-14=-244/243 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph ( 3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.OpsF, Category 11; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1014 lb uplift at joint 2, 2944 lb uplift at joint 16 and 593 lb uplift at joint 12. 5) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 245.31b down and 302.51b up at 7-0-0, 138.51b down and 172.81b up at 9-0-12, 138.51b down and 172.81b up at 11-0-12, 138.51b down and 172.81b up at 13-0-12, 138.51b down and 172.81b up at 15.0-12, 138.51b down and 172.81b up at 16-M, 138.51b down and 172.81b up at 1834, 138.51b down and 172.81b up at 20- 3-4, 138.51b down and 172.81b up at 2234, and 138.51b down and 172.81b up at 2434, and 305.31b down and 302.51b up at 264-0 on top chord, and 315.41b down and 160.01b up at 7-". 46.01b down at 9-0-12, 46.01b down at 11-0-12, 46.01b Junaidie Budiman, FL Lic #4516 down at 13-0-12, 46. 01b down at 15-0-12. 46.01b down at 16-84), 46.01b down at 18-34, 46.01b down at 2034, 46.01b down at 22-3-4. MiTek Industries, Inc. and 46.01b down at 2434, and 315.41b down and 130.21b up at 2634 on bottom chord. The design/selection of such special 14515 North Outer Forty Drive connection device(s) is the responsibility of others. Suite 300 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Chesterfield, MO, 63017 FL Cert.#6634 ndard October 18. 20041 A WARNING - Veryi; design parameters and READ NOTES ON THIS AND REVERSE BIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPI1 Quality Crlterlo, DSB-89 and BCSII Building Component MiTek® Safety Information available from Truss PlateInstitute, 583 D'Onofrlo Drive. Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate plates 0 - 1/16" from outside rL edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearingstw (supports) occur. Icons vary but reaction section indicates joint9Fnumberwherebearingsoccur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. O U 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPIII. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPIII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. O For 4 x 2 orientation, locate 3: plates 0 - 1/16" from outside a edge of truss. o This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. O U 4. Cut members to bear tightly against each other. o- 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPIII. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is Installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® Job Truss Truss Type Oty Ply 17343100 GE1 A7A HIP 1 1 Job Reference (optional) ACCUSPAN TRUSS, LONGWOOD. FL. 32750 6.000 s Jun 17 2004 MITek Industries, Inc. Mon Oct 18 08:31:45 2004 Page 1 2-" 3.105 7-0-0 9-0.0 13-0.0 16.8-0 20-" 24-4-0 26.4-0 i 295-11 1 33-4-0 35.4-0 2-0-0 3-105 3-1-11 2.0-0 4-0-0 3-8.0 341-0 4-0.0 2.0.0 3-1-11 3-105 2-0-0 Scale = 1:61.8 4.50 F12 50 = 3x6 = 20 II 5x8 = 2x4 II 3x6 = sx6 = 4 5 6 7 8 9 10 2x4 \\ 2x4 3 11 2 12 qqyl1 LLI131gOd 3x6 = 20 19 18 17 16 15 21 14 3x8 = 3x4 = 8x8 = 7x8 = 2x4 II 7x8 = 8x8 = 3x4 = 4-10-5 9-0-0l 13-0-0 18 20-4-0 24-4-0 I 28-5-1133-4-0 i 4- 105 4-1-11 4.0-0 3-8-0 3-8-0 4-0-0 4-1-11 4-105 Plate Offsets X Y : 2:0-2-12 0-0-14 4:03-00-2-6 :0-4-0 03-010:030 0-2-8 12:0-2-12 0-0-14 15:03-8 0-4 0 16:0-" 0-4-8 18:0.40 0-4-8 19:0-3-80-0-0 LOADING (psf) SPACING 2- M CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) 0.11 18-19 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.35 Vert(TL) -0.15 18-19 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(rL) 0.03 15 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Matrix) Weight: 199lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.6-11 oc puriins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling direly applied or 55-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2= 1122/0-8-0, 15=2661/0-", 12=206/03-0 Max Horz 2=105( load case 4) Max Uplift2=-666(load case 2), 15=-1660(load case 2), 12=-326(load case 5) Max Grav2=1133(load case 6), 15=2661(load case 1). 12=246(load case 7) FORCES (lb) - Maximum Compression/ Maximum Tension TOP CHORD 1-2-- 0/57, 23=-2003/1006, 3-4=-1856/958, 45=-1794/1014. 5-6=-1707/959, 6-7=-1707/959, 75=-69/47, 8-9=-69/47, 9-10=-876/1631, 10-11=-132r702,11-12=-80/669,12-13=0/57 BOT CHORD 2-20=- 887/1810,19-20=-743/1575,18-19=-850/1793,17-18=-376/1144,16-17=-476/1144,15-16=-1630/1059, 15-21=-879/512, 14-21=-879/512, 12-14=-617/130 WEBS 3-20=-173/ 204, 4-20=-70/198, 4-19=-193/435, 5-19=-236/170, 5-18=-120/108, 6-18=-295/250, 7-18=390f708, 7-17=0/107, 7-16=-1351/761, 8-16=-281/241,9-16=-1065/1910,9-15=-1320/803,10-15=-1244/892,10-14=396/515,11-14=-258/246 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 666 lb uplift at joint 2, 1660 lb uplift at joint 15 and 426 lb uplift at joint 12. 5) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 305.31b down and 302.51b up at 26-4-0 on top chord, and 315.41b down and 130.21b up at 2634 on bottom chord. The design/selection of such special 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). LOAD CASE(S) Standard 1) Regular. Lumber Increase= 1.33, Plate Increase=1.33 Bu Lic #4516 Uniform Loads (plo MiTek In Industries, MiTek Industries, Inc. c. Vert: 1-4=-74, 4-10=-74, 10-13=-74, 2-12=-20 North Outer Forty Drive Concentrated Loads (lb) Suite Suite 300 Vert: 10=-245(F) 21=315(F) Chesterfield, MO, 63017 FL Cert.#6634 October 18 9nnAl e WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE BIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component. Suite 4300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component k Safety Information available fromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI 53719. ITe Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths, Apply plates to both sides of truss and securely seat. 0 Q OMr *For 4 x 2 orientation, locate plates 0 - 1/16" from outside o edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearingstw (supports) occur. Icons vary but reaction section indicates joint9Fnumberwherebearingsoccur. Industry Standards: ANSIITPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A f, TEE-LOK WA& 0'X AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. O v 4. Cut members to bear tightly against each other. a 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPIII. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® Job Truss Truss Type ally ply J'Job 17343101 AGE1 A9 HIP 1 Reference (optional) ACCU-SPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MRek Industries. Inc. Mon Oct 18 09:36:04 2004 Page 1 2-0-0 4-105 9-0-0 13-0-0 20-4-0 24-4-0 285.11 33-4.0 354-0 2-0-0 4-105 4-1-11 4.0-0 7-4-0 4-0.0 4-1-11 4-10-5 2-0-0 Scale = 1:61.8 4x8 = 3x6 = 20 II 08 = 4.50 f 12 4 5 6 7 2x4 2x4 i 3 8 2 9 1 1019 3x4 — 16 15 14 13 12 11 3x4 = 6x8 = 3x4 = 600 = 6x8 = 6x6 = 3x4 = 9-0-0 13-0.0 20.4-0 24-4-0 33-4-0 9-0-0 4-0-0 7-4-0 4-0-0 9-0-0 Plate Offsets Y : 4:0-5-4 0-2-0:05-4 0-2-0 LOADING (psf) SPACING 2-" CS1 DEFL in floc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) -0.18 9-11 >860 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.17 2-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight: 165lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-1-9 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-12 REACTIONS (Ib/size) 2=974/0-8-0, 12=1909/0-", 9=545/03-0 Max Harz 2=120(load case 4) Max Uplift2=-568(load case 2), 12=-1231(load case 2), 9=560(load case 5) Max Grav 2= 1 004(load case 6), 12=1909(load case 1), 9=589(load case 7) FORCES (lb) - Maximum CompressionfMaximum Tension TOP CHORD 1-2=0/26, 23=-1523/863, 3-4=-1129/597. 4-5=-859/475, 55=-428/835, 6-7=-428/835, 7-8=-19/201, 8-9=-467/492, 9-10=0/26 BOT CHORD 2-16=-763/1409, 15-16=-312/1068, 14-15=-412/1068, 13-14=-269/859, 12-13=-269/859, 11-12=-181/103, 9-11=339/434 WEBS 3-16=382/409, 4-16=-87/267, 4-14=320/220, 514=-87/319, 5-12=-1748/996, 6-12=-420/356, 7-12=-985/755, 7-11=-290/295, 8-11=-451/441 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 568 lb uplift at joint 2, 1231 lb uplift at joint 12 and 560 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic 94516 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 October 18.2004 e WARNING - Verb design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite k300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield. MO 63017 Is for lateral support of Individual web members only Addltlonal temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component kSafetyInformationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI 53719. I e Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate plates 0 -/re" from outside oedgeoftruss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A r, TEE-LOK WE&COW AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. O v 4. Cut members to bear tightly against each other. rL 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI I. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Miteke Job I n1sS Truss Type ty 17343102 SAGE1 A9A HIP 1 1 Job Reference o I ACCU-SPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MRek Industries, Inc. Mon Oct 18 09:36:35 2004 Pape 1 2-0.0 4-10-5 9-0-0 13-0-0 20-4-0 24-4-0 28511 I 33-4-0 3&" , I 2-" 4-105 4-1-11 4-0-0 7-4-0 4-0-0 4-1-11 4-105 2" Sate= 1:61.8 4x8 = 3x4 = 2x4 II 4x8 = 4.50 12 4 5 6 7 20 2x4 i 3 8 qq 2 9 b 1 10I9 d G 3x6 = 16 15 14 13 12 1/ 3x4 = 6x6 = 3x4 = 6x8 = 6x6 = 6x6 = 30 = 9-0-0 13-0-0 20.4-0 24-4-0 33-4-0 9-0-0 4.0-0 7-4-0 4-0-0 9.0-0 Plate Offsets Y : 4:0S-4 0-2-0:05-8 0-2-0 LOADING (psf) SPACING 2-041 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Ver1I -0.19 9-11 >562 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.52 Vert(TL) -0.12 9-11 >876 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 HOrz(rL) 0.04 11 Na Na BCDL 10.0 Code FBC20O1/ANS195 Simplified) Weight: 165lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 43-10 oc pudins. BOT CHORD 2 X 4 SYP No.201 BOT CHORD Rigid ceiling directly applied or 5-11-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-12 REACTIONS (lb/size) 2=1167/048-0, 11=2023/0-8-0, 9=238/03-0 Max Harz 2=120(load case 4) Max Uplift2=-684(load case 2), 11 =-1 21 0(load case 3), 9=395(load case 5) Max Grav2=1183(load case 6), 11=2023(load case 1), 9=299(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 23=-1994/1167, 3-4=-1616/912, 45=-1524/905, 55=389/271, 6-7=389/271, 7.8=-491/956, 8-9=-2571744, 9-10=0126 BOT CHORD 2-16=-1044/1844, 15-16=-706/1524, 14-15=-706/1524, 13-14=598/1524, 12-13=-698/1524, 11-12=-969/684, 9-11=592/309 WEBS 3-16=359/399, 4-16=-84/259, 4-14=-42/157, 5-14=-6/128, 5-12=-12911722, 6-12=-019/355, 7-12=-931/1658, 7-11 =-1 724/ 1003, 8-11=-468/451 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed ; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 684 lb uplift at joint 2, 1210 lb uplift at joint 11 and 395 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic # 4516 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL CerL#6634 October 18 2004 A WARNING - Viryf j design parameters and HEAD NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, ® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 B for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Crlterla, DSB-89 and BCSI1 Building Component MiTek® Safety Information available fromTrussPlateInstitute. 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 131 *Center plate on joint unless x y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate plates 0 - 1/16" from outside oedgeoftruss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A TEE-LOK AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building o designer, erection supervisor, property owner and all Q other interested parties. O V 4. Cut members to bear tightly against each other. rL 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPII . 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® Job Truss Truss Type Oty Ply 17343103 GE1 B COMMON 5 1 Job Reference (optional) ACCU-SPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MiTek Industries. Inc. Mon Oct 18 08:31:46 2004 Page 1 2.0.0 448-5 8--0 12-7-11 17-4-0 2-0.0 4-8-5 3-11-11 3.11.11 4-85 Scale: 3/8'=1' 4x6 = 4 4.50 F12 2x4 2x4 3 5 6 2 1 3x4 = 7 3x4 = 5x8 = 8.8-0 17-4-0 8.6-0 8.8.0 Plate Offsets X Y : :04-00-3-0 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) -0.05 7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(rL) -0.14 2-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight: 74lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-3.12 oc pudins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 7.4-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 6=783/0-", 2=960/0-8-0 Max Harz 2=134(load case 4) Max Uplift6=382(load case 5), 2-546(load case 4) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 2-3=-1432/779, 3-4=-1062/543, 45=-1062/543, 5-6=-1432l779 BOT CHORD 2-7=-728/1323, 6-7=-662/1323 WEBS 3-7=-371/383, 4-7=-158/437, 5-7=-371/383 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint 6 and 546 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman,•FL Lic #4516 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, W017 FL Cert#W34 nf- tr%har 1 9nn4l I 0 WARNING - Ver{y design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite N300 Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component MiTek SafetyInformationavailablefromTrussPlateInstitute. 5113 D'Onofrlo Drive. Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/< *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0-1/167 a= O For 4 x 2 orientation, locate plates 0 - 1/16" from outside edge of truss. o R This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearingsu3j (supports) occur. Icons vary but lip reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A TEE-LOK AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 0 U 4. Cut members to bear tightly against each other. a 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations'are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown Indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® B7 HIP Type ACCU-SPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MiTek Industries, Inc. Mon Oct 18 08:31:46 2004 2-0-0 i 3-10.5 7-0.0 10-4-0 13511 17d-0 i 19.4-0i 1 31 2-0.0 3-105 3.1-11 3.4-0 3-1-11 3.10-5 2.0.0 5x6 = 5xB = 4x8 = 30 = Scale = 1:35.5 Ig 7-0-0 10.4-0 17-4-0 7-0-0 3.4-0 7-" Plate Offsets X Y : 4:0-3-0 0-2-8 5:05-4 0-2-010:0-3-4 03-0 LOADING ( psf) SPACING 2-" CSI DEFL in loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.69 Vert(LL) 0.14 9-10 999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) 0.18 9-10 999 180 BCLL 0.0 Rep Stress Ina NO WB 0.14 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Matrix) Weight: 83lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=1615/0-8-0, 7=1611/0-M Max Horz 2=103(load case 4) Max Uplift2=-1072(load case 4). 7=-1070(load case 5) BRACING TOP CHORD Sheathed or 3-6-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-9-14 oc bracing. FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52, 23=-3135/1990, 3.4=-2999/1959, 4-11=-2795/1884, 5-11=-2795/1884, 5-6=-2985/1954, 6-7=-3125/1987, 7- 8=0/52 BOT CHORD 2-10=-1796/2828, 10-12=-1710/2798, 9-12=-1710/2798, 7-9=-1738/2819 WEBS 3-10=-49/162, 4-10=-143/447, 5-10=-8&80, 5-9=-130/449, 6-9=53/160 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1072 lb uplift at joint 2 and 1070 lb uplift at joint 7. 5) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 305.31b down and 302.51b up at 7-", and 138.51b down and 172.81b up at 8-84), and 305.31b down and 302.51b up at 104-0 on top chord, and 315.41b down and 160. 01b up at 7-". and 46.01b down at 8541, and 315.41b down and 160.0115 up at 103-4 on bottom chord. The design/selection of such special 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). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-4=-74, 45=-74, 5-8=-74, 2-7=-20 Concentrated Loads (lb) Vert: 4=-245(F) 5=-245(F) 10=315(F) 9=315(F) 11=-138(F) 12=-46(F) Junaidie Budiman, FL Lic 0451 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.ti6634 e WARNING - Verb design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Suite #300 Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of IndMdual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regording M I fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® SafetyInformationavailablefromTrussPlateInstitute. 5B3 D'Onofrlo Drive. Madison. WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0 a: O For 4 x 2 orientation, locate plates 0 - 1/16" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearingsu3j (supports) occur. Icons vary but IiF reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A TEE-LOK AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building o designer, erection supervisor, property owner and all other interested parties. O V 4. Cut members to bear tightly against each other. a 5. Place plates on each face of truss at each joint and 0 embed fully. Knots and wane at joint locations are regulated by ANSI/TPII . 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® Job Nss Type Qty ply Tob 17343105 GE1 J Puls' sTRUSS 15 Reference ( optional) ACCUSPAN TRl1SS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MIT& Industries, Inc. Mon Oct 18 09:37:08 2004 Pape 1 2- 0-0 7-0-0 2- 0-0 7.041 3 le = 1:16.4 4. 50 F12 2 1 4 2x4 = 7-" 7-" LOADING ( psf) SPACING 2-M CSI DEFL in (loc) Vdeff Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) 0.00 2 "" 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.09 2-4 >843 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 25lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-" oc puffins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS ( lb/size) 3=212/Mechanical, 2-519/0-8-0, 4=66/Mechanical Max Horz 2=244(load case 4) Max Uplift3=-212(load case 4), 2=333(load case 4) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52, 2-3=-102/61 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf, BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint 3 and 333 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #4516 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 October 18 2004 e WARNING - VerVy design parameters and READ NOTES ON TBIS AND REVERSE BIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with Mfiek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Suite a300 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabricaflon, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria. DSB-89 and BCS11 Building Component MiTek SafetyInformationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive. Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 0 -'he" and securely seat. O For 4 x 2 orientation, locate plates 0 - 1/16" from outside a edge of truss, o This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary butEVreactionsectionindicatesjoint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all r other interested parties. O v 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPIII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® Job rues Truss Type 17343106 AGE1 JM MONO TRUSS 4 1 Job Reference (optional) ACCUSPAN TRUSS. LONGWOOD. FL. 32750 6.000 s Jun 17 2004 MITek Industries, Inc. Mon Oct 18 09:37:08 2004 Pape 1 2-0.0 7-0-0 2-0-0 7-0-0 Scale = 1:18.3 2x4 114 3 4.50 F12 2 1 5 2x4 = 2x4 11 6.8-0 7-" 6-8-0 Od-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.55 Vert(LL) 0.00 2 "" 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.15 Vert(TL) -0.06 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight: 28lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=465/0-4-0, 6=342/0-8-0 Max Harz 2=247(load case 4) Max Uplift2=-281(load case 4), 6=-234(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 23=-109/0, 3-4=-6/0, 3.6=-269/270 BOT CHORD 2-6=0/0, 5-6=0/0 NOTES 1) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf, Category II; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281 lb uplift at joint 2 and 234 lb uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, FL Lic 94516 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 October 18 2004 e WARNING - Ve J& design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of IndMdual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. Q OMr *For 4 x 2 orientation, locate plates 0 -'/16" from outside a edge of truss. This symbol indicates the required direction of slots in connector plates. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building o designer, erection supervisor, property owner and all a: other interested parties. O v 4. Cut members to bear tightly against each other. rL 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Comber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. Uk (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek® DSB-89: Design Standard for Bracing, BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, 2004 MitekOInstalling & Bracing of Metal Plate Connected Wood Trusses. Job russ I rus9 Type City ply Job 17343107 AGE1 K MONO TRUSS 10 1 Reference (optional) ACCU-SPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MITek Industries, Inc. Mon Oct 18 09:37:08 2004 Page 1 2-0-0 5.0-0 3 2.0.0 Scale = 1:13.0 4.50 12 2 1 4 W = 5-0-0 5-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) 0.00 2 "" 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.02 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Matrix) Weight: 19lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=125/Mechanical, 2=439/0-", 4=46/Mechanical Max Harz 2=191(load case 4) Max Uplift3=-125(load case 4), 2=-004(load case 4) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52, 2-3=-82/34 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MW FRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 3 and 304 lb uplift at joint 2. LOAD CASE(S) Standard Junatdie Budiman, FL Lic #4516 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 e WARNING • VerV9 design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an InclMdual building component. Suite #300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/< *Center plate on joint unless x y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and securely seat. 0 cr O For 4 x 2 orientation, locate plates 0 - 1/16" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 sottware or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearingstw (supports) occur. Icons vary but lip reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A Oil TEE-LOK AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13CSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building 0 designer, erection supervisor, property owner and all other interested parties. O v 4. Cut members to bear tightly against each other. a 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPIII. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPIII. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® Job Truss Truss Type Qty ply 17343108 job GE1 L MONO TRUSS 10 1 Reference (optional) ACCU-SPAN TRUSS, LONGWOOD. FL. 32750 6.000 a Jun 17 2004 MITek Industrles, Inc. Mon Oct 18 09:37:08 2004 Page 1 2-0-0 3-0.0 y i 2.0.0 3-0-0 Scale = 1:9.6 4.50 F12 2 1 4 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) 0.00 2 "" 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(rL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 Na Na BCDL 10.0 Code FBC2001/ANS195 Matrix) Weight: 13lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 3-" oc pudins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=16/Mechanical, 2=380/0-8-0, 4=26/Mechanical Max Harz 2=137(load case 4) Max Uplift3=-46(load case 3), 2=-297(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52, 23=-71/0 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf, BCDL=5.Opsf, Category 11; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 3 and 297 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #4516 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 October A WARNING - Ver 0i design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MITek connectors. This design Is based only upon parameters shown. and Is for an Individual building component. Suite #300 Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of Individual web members only. Additlonal temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTekSafetyInformationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate plates 0 -'/i6" from outside a. edge of truss. o This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary butIVreactionsectionindicatesjoint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 0 U 4. Cut members to bear tightly against each other. o_ 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® Job Truss Truss Type oty Ply 17343109 Job GE1 M MONO TRUSS 10 1 Reference (optional) ACCUSPAN TRUSS. LONGWOOD. FL. 32750 6.000 a Jun 17 2004 MRek Industries, Inc. Mon Oct 18 09:37:09 2004 Pape 1 3 2-0.0 1-0-0 i 2-0.0 1-0-0 Scale = 1:6.3 2 4.50 12 1 4 20 = 1.G-0 1.0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) 0.00 2 "" 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(rL) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 Na n/a BCOL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 6lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-" oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=-146/Mechanical, 2=380/0-8-0, 4=9/Mechanical Max Harz 2=85(load case 4) Max Uplift3=-146(load case 1), 2=-352(load case 4) Max Grav3=154(load case 4), 2=380(load case 1), 4=9(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52, 23=-86/61 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf-, Category 11; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 3 and 352 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #4516 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#W34 October 18 2004 e WARNING - Verb design parameters and READ NOTES ON THIS AND REVERSE SIDS BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MTTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite d300 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Chesterfield. MO 63017 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 5B3 D'Onofrio Drive. Madison, WI 53719. I e Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. O For 4 x 2 orientation, locate plates 0 - 1/16" from outside o_ edge of truss. o This symbol indicates the required direction of slots in connector plates. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building o designer, erection supervisor, property owner and all a: other interested parties. O v 4. Cut members to bear tightly against each other. a. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. u1i (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates jointLF approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTekO DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, 111114 2004 Mitek® Installing & Bracing of Metal Plate Connected Wood Trusses. 17343110 TRUSS 2-9-15 i 5315 9-10.13 2-9.15 5.3-15 4.6.14 Scale = 1:: LOADING (psf) SPACING 2-M CSI DEFL in loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.66 Vert(LL) 0.06 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(fL) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.37 Horz(TL) 0.01 5 Na Na BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 42lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-11-7 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=312/0-1-8, 2=646/0-115, 5=397/Mechanical Max Harz 2=289(load case 2) Max Uplift4=-295(load case 2), 2=-410(load case 2), 5=-146(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 15=0/48, 2-8=0/48, 2-0=-1029/359, 3-4=-94/59 BOT CHORD 2-7=-553/963, 6-7=553/963, 5-6=0/0 WEBS 3-7=0/120, 35=-1018/585 NOTES 1) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf, BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 295 lb uplift at joint 4, 410 lb uplift at joint 2 and 146 lb uplift at joint 5. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-74 Trapezoidal Loads (plf) Vert: 8=-0(F=37, B=37)-to-4=-183(F=55, B=55), 2=-2(F=9, B=9)-toy=49(F=-15, B=-15) Junaidie Budiman, FL Lic #45, MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL CerL#6634 16 WARNING - Ver(fly design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding M I fabrication, quality control, storage, delivery, erectlon and bracing, consult ANSI/TPI1 Quality Criteria. DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison. WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/a *Center plate on joint unless x,y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss securely seat, 0-1/0and 0 a: O For 4 x 2 orientation, locate plates 0 -'/16" from outside a edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in Welk 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING BEARING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all a: other interested parties. 0 v 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® 7'-0" CORNER SET DETAIL TAM-P-12013 27X.) DESIGN WIND SPEED 5 120 MPH MEAN ROOF HEIGHT 5 30 FT EXP: B OCCUPANCY CAT: 11 PARTIALLY ENCL. BUILD. TC, BC WIND DL=4.2 PSF COMMON JACK 7'-0" JACKS TYP) (n'P) 12 2.5 - 6.5 F— TIE DOWN CONN. BY BLDR. Y 3) 16d TOE NAILS Q m w N 4 I 2 -(MAX.) 7'-0" (MAX.) COMMON JACKS o PARTIAL ROOF LAYOUT A 12 + R=320lbs U=300IbsPITCH/1.41 F_ 3) 16d TOE NAILS TIE DOWN CONN. BY BLDR. R=400 Ibs AU=170 Ibs HANGER 4-11-6 OR CLIP BY BLDR.) OVERHANG 9-10-12 450 VARIES CORNERJACK NOTE: 3, 16d TOE NAILS OR EQUIVALENT CONNECTION MAY BE USED UP TO REACTION/UPLIFT OF 300 Ibs OR DOUBLE BEVEL CUT Q THEOTHERWISESPECIFIED. END OF TC, BC REV. 313/04 MIN. GRADE OF LUMBER TPI-2001 TC: 2X4 #21) SP ASCE-7/1998BC: 2X4 #2D SP WEBS 2X4 #3 SP FBC-2001 0 00 o 0o Junaidie Budiman, FL Lic #45161 MiTek Industries, Inc. LOADING L D DRAWN BY: ABE TC ( PSF) 30 7 CHECKED BY: GC a 14515 North Outer Forty Drive BC ( PSF) 0 10Suite 300 DURATION FACTOR CD= 1.33 REVISED BY: JB MiTek Industries, Inc. Chesterfield. MO, 63017 SPACING: 24" FL Cert.#6634 e WARNING - Veryfj design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters and proper Incorporation of component is responsibility of bullding designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support of IndMdual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® SafetyInformationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive. Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/e *Center plate on joint unless x,y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. O For 4 x 2 orientation, locate plates 0 - 1/16" from outside rL edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearingstw (supports) occur. Icons vary but lip reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A r TEE-LOK AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. O U 4. Cut members to bear tightly against each other. o- 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPIII. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. 2004 Mitek® T GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify Los trusses no estan marcados de ningun modo que the frequency or location of temporary bracing. identifique la frecuencia o localization de los amiostres Follow the recommendations for handling, (bracing) temporales. Use las recomendaciones de manejo, installing and temporary bracing of trusses. instalaci6n y arriostre temporal de los lasses. Vea el f &W Refer to BCSI 1-03 Guide to Good Practice for BCSI 1-03 Guia de Buena Practica Data el Mangio. Instalacion Handling. Installing & Bracing of Metal Plate Amostre de los Trusses de Madera Connectados con Connected Wood Trusses for more detailed Placas de Metaloara Para mayor information. information. Truss Design Drawings may specify locations of Los dibujos de diseho de los trusses pueden especificar permanent bracing on individual compression as Ioraiizaciones de los ardostres pe manentes en los members. Refer to the SCSI-B3 Summary n1 embros individuates en compresion. Veal la fwja f%Sfim£0 Sheet - Web Member Permanent Bracing/Web SCSI-83 Data los arriostres Dermanentes y refuerzos de los Reinforcement for more information. All other miembros secundarics (webs) pars mayor informaci6n. El permanent bracing design is the responsibility recto de amostres permanentes son la responsabilidad del of the Building Designer. Disehador del Edificio. The consequences of improper handling, Installing and bracing may be a collapse of the structure, or worse, serious personal in)ury or death. El resultado de un manejo, instalaoon y arriostre inadecuados, puede ser la caida de la estructura o aun peor, muertos o heridos. Banding and truss plates have sharp edges. Wear Qt. gloves when handling and safety glasses when cutting banding. Empaques y placas de metal tienen bordes afilados. Use guantes y lentes protectores cuando torte ,cis empaques. HANDLING - MANE]O No permad ni- ©i pareVI in than 3" of deflec- de 3 pulgadas de windy weather or non for every 10' pandeo por calla 10 near power lines of span. pies de tramo. and airports. W1Pick up vertcal Levante de la cuerda bundles at the superior IDS grupos top chord- verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK Bundles Stored on the ground for one week or more should be raised by blocking at 8' to 10' on center, Los paquetes almacenados en la tierra por una semana o mas deben ser elevados con bloques a cada 8 o 10 pies. For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento poor mayor tiempo, cubra los paquetes pat prevenir aumento de humedad pero permita ventilation. Uubce cuidado especial en dias ventosos o cerca de cables electr+cos o de aeropuertos. 1 Spreader bar for truss bundles 1 Check banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. QAvoid lateral bending. — Evite la flexion lateral. Do not store ir._ airnacene unbraced bundles vert,calmente IDS HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or lesssupportat peakfLevante del pico JosJS 71 trussesde20denpies o menos. Trusses up to 20' I t' U'S _,_ ., pies o r.ieros Trusses up to 30' I Trusseshasty20' Trusses hasta 30' HOISTING — LEVANTAMIENTO ton equipmem truss is fastened tc tree Dearing Dui ,5. Sostenga cads truss en position con la grua hasta que truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pico los trusses de mas de 30 pies. Greater than 30' Mas de 30 Dies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 112 —f, truss length Tagline _ TRUSSES UP TO 30' TRUSSES HASTA 30 Toe - in \ / T` oe-in Spreader bar 1/2 to 2/ 3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreader bar Attach above or stiffback 10' o.c. max. mid - height I Spreader bar 213 to 314 truss length Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE tion nd Temporary Bracipy for more information. y Vea el resumen BCSI-B2 - Instalacion de Trusses f Y Arri051se Te(nQQraf para mayor information. _ \y Do not walk on unbraced trusses. No camme en trusses sueltas Locate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Cotoque los arnostres de Berra para el primer truss directamente en lineal con cada una de las filar de arriostres laterales temporales de la cuerda superior. Brace first truss well before erection of additioZA naltrusses. Top Chord Temporary Lateral Bracing ( TCTLB) min. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO E) 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tranlo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' D.C. coax. Hasty 30 pies 10 pies maximo 30' to 45' B' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'' 4' o.c. max. 60 a 80 pies* 4 pies maximo Consult a Professional Engineer for trusses longer than 60'. Consulte a un ingeniero pars trusses de mas de 60 pies. i Refer to BLSL-Bp S mt ShsnOt = Gable End Frames Brdcing. Vea el resumen DC51- M - ArnosLe del truss terminal d2Szn,. e.h2a cc. aquas. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4xl2' length lapped over two trusses. . 10'- 15' max. Diagonal braces every 10 truss spaces ( 20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS T\. Web members Diagonal braces every 10 truss spaces ( 20' max.) 10'- 15' max. same spacing as bottom chord Some chord and web members not shown for clarity. lateralbracingDIAGONAL BRACING IS VERY IMPORTANT iS iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 Refer to 5CSI-87 Maximum lateral brace spacing Summary Sheet 10' D.C. for 3x2 chords TemDord an - 15' D.C. for 4x2 chords Diagonal braces Permanent Bracing O' oT every 15 truss fQr. Pdraltel Chorl spaces (30' max.) Truss5 for more Information. Vea el [oz-,.umy BCa_ rLArnostre tvmDoral v Dermanente de The end diagonal L. uSses de cuerd 5- brace for cantilevered DaL3ela5 para mayor trusses must be placed Lateral braces = information. on vertical webs in line 2x4xl2' length lapped with the support. over two trusses. INSTALLING - INSTALACION r Lengm -- Max. Ma aow Max. BowTruss LengthMax. B Length — E Length 7/ 8" 14.6' I D/50 D (ft.) 1' 16.7' I 18.81 1! 2" 2' 1- 1/4" 20.8' n I o Plumb 3/4` 3' 1- 3/8' 22.9' bob 1. 4, 1- 1/2' 25.0' 1- 1/4" 5' 1- 3/4" 29.2' D/ 50 max I 1-1/2" 6' 2` a33.3' 1- 3/4" 7' 2" B. CONSTRUCTION LOADING — CARGA DECONSTRUCCION QDo not proceed with construction until all bracing is securey Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construction hasta que todos los arf ostrr esten colocados en forma apropiada y Segura. Material Height (h) Gypsum Board t' Plywood or OSB 16` Asphalt Shingles 2 buntlles Concrete 810dk 8" Clay Tile 3-4 tiles high Do not exceed maximum stack heights. Refer to BL51 i Summary SieL _Construction -Loading for more Informatlor NO exceda Ids maximas alturas recomendadas. Vea el resums-ri BC5I_ B4 C ga de Con5Lrucijp Para mayor Inrrrmaclon. Do not overload small groups or single trusses. No sobrecargue pequenos grupps o trusses individuates. I ALTERATIONS — ALTERACIONES u5SDamade ] obsite Modifications and lnstallabon LrJr=. Vea el resumen BCSI-B5 Dahos de trusses. Modificanones an la Obra v Enores de Instalacion Do not cut, alter, or drill any structural member of a truss unless specifically' permitted by the Truss Design Drawing. No Corte, attere o perfore ningun miembro estructural de los ruses, a menos que este especificamente permiudo en el dlbujo del diseno del truss. IV 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 9_ ran soorecargado durante 1a construction o han sido alterados sin Una autonzac16r prevla dcl Fabricante de Trusses, pueden rcducir o eliminar la garantia del Fabncante de Trusses NOTE: The Truss Manufacturer and Tors Designer must rely W the fact that the Contractor and crane operator (it applicable) are ce- pable to undertake the work they have agreed to do on a particulat protect. The Contractor should seek any required assistance regarding construehon practices from a competent party. The methods and procedures outlined are intended to ensure that the overall construction techniques emp" will put Moor and roof trusses mto place SAFELY. These recomine„datiats for handling, installing and bracing wood trusses are teased upon the collective ezper,ence of leading technical personnel in the wood truss ,.Mushy, but must, due to the nature of responsibilities irwaved, be presented only as a GUIDE fa use by a qualified Building Designer orfrection/Installaton Contractor. It Is not intended that these recom lotions be interpreted as superior to any design specification (provided by either an Architect, Engineer. the Building Designer, the Ereawn/Insallatim Contractor or od,emow) for handling, installing and bracing wood trusses and it does not preclude the use of oche, equivalent methods for bran og and providing stability for the walls and columns as may be deter,mned by the truss Etec or/Installation Contactor. Thus, the Wood Truss Council of America and the Truss Plate Institute ezpres* disclaim any responsibility for damages ansmg from the use, application, or reliance on the recommendations and information contained herein. WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center " 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/ 2744849 " www.woodtruss.tom 6081833-5900 " wwwApinst.org 11VI210Al2 0[MI! 91WARN11x17 031125 69' t r s 3 r ii II r 3 r, L K W, tx w edI trD J M I S 7-0-0 I i 3 J K L M S w D I I v — i I L G; K L M yy I 41-0-0 1 VIA RhIh C: ALL BEARING WALLS TO BE PLACED HUS26 KUTICEI I REMEW ALL SPAN DIMENSIONS--BRC. WALLS 1 PRIOR TO SET7ING TRUSSES.. 1-: HGUS2®-2 ENICNEERED DRAWNGS--LOADING--PITCH AND OVER/HANGSI WALLS SHOWN ARE TO BE BEARING.. 1A l SPC.HGR SIGNED APPROVAL- X 1 JOB NUMBER: SAGE1 DATE: 10-18-04 pITCH: LOAD: SHINGLES CCU SPAN CUSTOMER: JA—RO 4'S H: 24A.7-14o BY:DN JOB NAME -.SAGE 1 STD MDL BRG: eLGac ww i FORM 600A-2001 EnergyGauge® 3.4 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 0824402 Builder: Ja-Ro Address: asd -Lec Q Permitting Office: Seminole Co. City, State: 0 Permit Number: (9S • 1 j D Owner Gettz Jurisdiction Number. 691000 Climate Zone: Central 1. New construction or egg New _ 2. Single family or multi -family Sine famr7y _ 3. Number of units, if multi -family 1 _ 4. Nmnber of Bedrooms 3 _ 5. Is this a worst case? No _ 6. Conditioned floor area (fi5 1388 ft' _ 7. Glass areatype Sane pane a. Clear glees,, default U-factor 0.0 fi= b. Default tint, default U-factor 0.0 fl° c. Labeled U-factor or SHOC 0.0 fl? 0.0 fl' _ 8. floor types a. Slab -On -Grade Edge Insulation R=0.0, 151.7(p) It _ b. N/A c. N/A 9. Wall types a. Concrete, hot maul, Exterior R=4.0, 870.8 fi? _ b. Frame, Wood, Adjacent R=11.0, 139.0 fl2 _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=19.0' 1388.0 ft-- b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret Unc. AR: Garage Sup. R=6.0, 40.0 R b. N/A 12. Cooling Wdems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. NIA c. NIA 14. Hot water systems a. Electric Reimtaaoe b. N/A c. Conservation credits HR- Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits CF- Ceiling fan, CV -Cross ventilation, HF Wholehouse fim, PT- Progremantable nemrostat, MZ- C-MWbzmw cooling, M& H-Multizone heating) Glass/ Floor Area: 0.10 Total as -built points: 20317 PASS Totalbasepoints: 21452 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED By$outhem Energy Eval Srvc.ervc DATE: / 0 -'/ -- O *-/ I hereby certify that this building, as designed, is in compliance with the Energy OWNER/ AGENT DATE: / 0 Cap: 36.0 kBtu/hr _ SEER: 12.00 Cap: 36.0 kBtu/hr _ HSPF 7.80 _ Cap: 40.0 gallons _ EF: 0.89 Review of the plans and specifications covered by this ,04 cxs grar8o calculation indicates compliance with the Florida Energy Code. Before construction is completed s° this building will be inspected for compliance with Section 553.908 . Florida Statutes. WE BUILDING OFFIC :`% V C1.91wn DATE: CITY OV EnergyGauge® ( Version: FLRCSB V3.4) Summary Energy Code Results Residential Whole Building Performance Method A Geltz Project Title: Class 3 Rating 0824402 Registration No. 0 Climate: Central 9/13/2004 Building Loads Base As -Built Summer: 26423 points Summer: 26171 points Winter: 3966 points Winter: 6240 points Hot Water: 6769 points Hot Water: 6769 points Total: 37157 points I Total: 39181 points Energy Use Base As -Built Cooling: 11272 points Cooling: 9297 points Heating: 2488 points Heating: 3415 points Hot Water: 7692 points Hot Water: 7606 points Total: 21452 points Total: 20317 points PASS e-Ratio: 0.95 EnergyGauge®(Version: FLRCSB v3.4) FORM 6WA-2W1 EnergyGauge® 3.4 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:... PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 1388.0 25.78 6440.9 Double, Clear N 11.0 6.0 24.0 26.25 0.61 385.3 Double, Clear E 1.0 6.0 48.6 55.69 0.97 2622.2 Double, Clear S 18.0 7.0 14.0 41.92 0.48 279.1 Double, Clear W 1.0 6.0 48.0 50.22 0.97 2334.7 Double, Clear W 12.0 4.0 6.0 50.22 0.39 117.9 As4k& Total: 140.6 5739.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 139.0 0.70 97.3 Concrete, Int Instl, Exterior 4.0 870.8 1.20 1045.0 Eidedor 870.8 1.90 1654.5 Frame, Wood, Adjacent 11.0 139.0 0.70 97.3 Base Total: 1009.8 1751.8 As4hM Total: 1009.8 1142.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 21.0 1.60 33.6 Odertor wood 42.0 7.20 302.4 Exksk r 42.0 4.80 201.E Adjacent Wood 21.0 Z40 50.4 Base Total: 63.0 235.2 As-BuM Total: 63.0 352.8 CEIUNG TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1388.0 2.13 2956.4 Under Attic 19.0 1388.0 2.82 X 1.00 3914.2 Base Total: 1388.0 2956.4 As-BLMI Total: 1388.0 3914.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 151.7(p) -31.8 4824.1 Stab -On -Grade Edge Insulation 0.0 151.7(p) -31.90 4839.2 Raised 0.0 0.00 0.0 Base Total: 4824.1 As -Built Total: 151.7 4839.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1368.0 14.31 19862 3 1388.0 14.31 19862-3 EnergyGaugeO DCA Form 60OX2001 EnergyGauge&T`leRE52001 FLRCSB V3.4 FORM 600A-201J1 EnergyGauge® 3.4 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , . , PERMIT #: BASE AS -BUILT Suffmw Base Points: 26422.6 Sumner As43uilt Points: 26171.3 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 26171.3 1.000 1.087 x 1.150 x 1.00) 0.284 1.000 9296.6 26422.6 OA266 11271.9 26171.3 1.00 1.260 0.284 1.000 9296.E Dw0GaLW - DCA Form 600A-2001 Ena9yGauge&PbRES7W1 FLRCSB N3.4 FORM 6WA-2W1 EnergyGauge® 3.4 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , . , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point 18 1388.0 526 1464.1 Dorble, Clear N 11.0 6.0 24.0 11.00 0.98 259.6 Double, Clear E 1.0 6.0 48.6 6.62 1.01 432.7 Double, Clear S 18.0 7.0 14.0 6.74 2.29 216.2 Double, pear W 1.0 6.0 48.0 9.55 1.00 459.4 Double, Clear W 12.0 4.0 6.0 9.55 1.12 63.9 As4k& Total: 140.6 1431.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Agent 139.0 1.80 250.2 Concrete, Int InsA, ExWor 4.0 870.8 3.35 2917.2 Exterior 870.8 2.00 1741.6 Frame, Wood, Adiacent 11.0 139.0 1.80 250.2 Base Total: 1009.8 1991.8 As -Built Total: 1009.8 3167.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.0 4.00 84.0 Exterior Wood 42.0 7.60 319.2 Exterior 420 5.10 2142 AdAcert Wood 21.0 5.90 123.9 Base Total: 63.0 298.2 As-BuM Total: 63.0 443.1 CEILING TYPESArea X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1388.0 0.64 888.3 Under Attic 19.0 1388.0 0.87 X 1.00 1207.6 Base Total: 1388.0 888.3 As -Bunt Total: 1388.0 1207.6 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 151.7(p) -1.9 288.2 Slat On-Graade Edge Insulation 0.0 151.7(p) 2.50 379.3 Raised 0.0 0.00 0.0 Base Total: 288.2 As4kM Total: 151.7 379.3 INFILTRATION Area X BWPM Points Area X WPM = Points 1388.0 -028 388.6 1388.0 -028 368.6 EnergyGaugeO DCA Form 60OA 2001 EnergyGauge&TbRES'2001 FLRCSB J3.4 FORM 600A-2001 EnergyGauge® 3.4 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 3965.5 Winter As43uilt Pants: 6240.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 6240.5 1.000 1.078 x 1.160 x 1.00) 0.438 1.000 3414.6 3965.6 0.6274 2488.0 1 6240.5 1.00 1.260 OA38 1.000 3414.6 EnaVyGaw- DCA Forth 60OA-2001 EnwrjClauye611RaRES'2001 FLRCSB N3.4 FORM 60OA-2001 EnergyGauge® 3.4 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: . , , PERMIT #: J 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 3 2564.00 7692.0 40.0 0.89 3 1.00 2535.19 1.00 7605.6 As -Bull[ Total: 7605.6 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points Cooling + Heating + Hot Water = Total Points Points Points Points 11272 2488 7692 21462 9297 U16 7606 20317 PASS EnergyGaugeTM DCA Form 600A-2001 EnergyGaugeSffilaRES'2001 FLRCSB V3.4 FORM 6WA-2W1 EnergyGauge® 3.4 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I GA.21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK 6dericr Windows & Doors 608.1 ABC.1.1 Marimm:.3 dffVscLfL window arew -5 fL door area. Enderior & Adjacent Wags 608.1 ABC.1.2.1 Cau k gasket, weatherstrip or seal between: windowskloors & frames, surrounding wall; foundation & wall sole or sill plate; Joints between e)dertor wag panels at comers: utility penebatians; between wall panels & toplboltom plates; between wafs and floor. EXCEPTION: Frame wall where a continuous Infiltration baffler is Instated that extends from and is sealed to the foundation to the top plate. Floors 606.1 ABC.12.2 1W seated unless backed by buss 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 web & oef>l ; penelnatlons of oeihug plane of top floor a oud shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: From ceib-as where a continuous infilt ation barrier is instated that is sealed a1 the pertmiater at penetrubons and seams. Recessed Lighting Fixhres 606.1 ABC.1.2.4 Type IC rated with no penehatlons, sealed: or Type IC or non -IC rated, installed inside a sealed box with IM ckamnce & 3• from Gutiationr 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 Eidreurd fans vented to outdoors, dampers; contnation space heaters comply with NFPA, have combustion air. A_rs nruen noeCt%crOTrve uscectlRGC hnuct ha nial nr aveaadad by all residences-1 ram .....r._ ..._._...-- COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 812.1 Comply with efficiency requirements in Table 8-12. Switch or dearly marked circuit breaks electric or atoll must be provided. EAemal or bull -in heal trap required. Swlinnil g Pools & Spas 6121 Spas & heated pods must have covers (except sitar heated). Nonoortrnercial pods must have a pump timer. Gas spa & pod heaters must have a minim rn thermal effici of 78%. Shower heads 612.1 Water flow mat be reMicted to no more flan 2.5 gallons per minute at 80 PStG. Alr Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shallbe mechadcaly attached, sealed, insulated. and trrstafed in accordance with the aiteria of Section 610. Duds 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 Cefflr gs ft. R-19. C xywnon wals-Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnerWGaurgeT- DCA Farm 60t1A-2001 ErrergyGauge&FeRES7W1 FLRCSB V3.4 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. Geltz, I . New construction or existing New _ 12. Cooling systems 2. Single f nnily or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family I _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft) 1388 ft' _ c. N/A 7. Glass area & type Single Pane Doable Pane a. Clear glass, default U-factor 0.0 ft' 140.6 W _ 13. Heating systems b. Default cunt, default U-factor 0.0 fl' 0.0 ft' _ a. Electric Heat Pump c. Labeled U-factor or SHGC 0.0 ft' 0.0 ft' _ 8. Floor types b. N/A a. Slab -On -Grade Edge Insulation R=0.0,151.7(p) R _ b. N/A c. N/A c. N/A 9. wan types 14. Hot water systems a. Concrete, Int IrL%k Exterior R=4.0, 870.8 ft' _ a. Electric Resistance b. Frame, Wood, Adjacent R=l 1.0, 139.0 fl' _ c. N/A b. N/A d_ N/A e. N/A c. Conservation credits 10. Ceiling types HR-Heat recovery, Solar a. Under Attic R=19.0, 1388.0 ft2 _ DHP-Dedicated heat pump) b. N/A 15. HVAC credits c. N/A CFI fe4 CV-Cmss ventilation. 11. Ducts HF Whole house fan, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 40.0 ft _ PT -Programmable Thermostat, b. N/A W-C-Moltizone cooling, M&H-Multizaae heating) I certify that this haute has complied with the Florida Energy CM,;enry Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Othtawise, a new EPL Display Card will be completed based on installt d-6 de compliant features. Builder Signature: Date: /0 -,5 7 Address of New Homec v 2 IL4 City/FL Zip: NOTE: The home's estimated energy per score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/)OE Energy&arr'rdesignation), your home may qualify for energy efficiency mortgage (Md) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 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 Comiininity Affairs at 8501487-1824. EneraGauge® (Version: FLRCSB v3.4) dap: 36.0 kBbvlff _ SEER: 12.00 Cap: 36.0 kBtu/hr _ HSPF1.7.80 _ Cap: 40.0 gallons _ EF: 0.89 J-MSTER(c) * 09-07-2004 RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION BASED ON A.C.C.A. HANURL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) Project name New residence I Prepaired by: Address I Southern Energy Eval Ser City/State 1 122 East XLnnesota Ave. Owner Geltz I Orange City, Fl 32763 Builder Ja-Ro I 1-800-329-SZZS (7337) HVAC contr. Ancient City I FA8:1-800-639-sZES(7337) Cond Flr Area - 1388 ITotal Glass Area - 140.6 1 Zone Faces: North Conditioned Floor Area to Total Glass Area Ratio = 10.10 USA Climatic Conditions S Design Conditions Geographical Location I Sanford, FLORIDA North Latitude / Elevation 1 28 Deg. 14 Ft.Abave Sea Level Outdoor Winter Dry Bulb 138 Deg.F Indoor Minter Dry Bulb 174 Deg.F Winter Temp. Diff. ("Td) 1 36 Deg.F Outdoor Summer Dry Bulb 193 Deg.F Outdoor Sumer Wet Bulb 176 Deg.F Outdoor Sumer Hum. Ratio Gr/th I 37 Indoor Summer Relaltive Hum. 1 50 Indoor Summer Design Gr/Lb. 144 Indoor Summer Dry Bulb 1 75 Deg.F Summer Temp.Diff. (sTd) I 18 Deg.F Summer Daily Range 1 17 Deg.F (Medium Deviation) HZRTING SU2491RY * 0824402.MRR * COOLING SUM19MY * SUBT Tzz = 24925.23 1 82RUCTMM SZNSIBLZ = 13971.84 1 OCCUPANT/APPLIANCE + 3550.00 I SUBTOTAL SENSIBLE 17521.84 DUCT LOSS + 2.241.26 I DUCT GAIN + 1752.19 TOTAL LOSS = 26066.49 1 TOTAL SZNSI87.E = 19274.02 MECH.VENT- 100 Cfm + 3960.00 I MECH.VENPT- 100 Cr1 + 1980.00 TEHP.SWM(3 @ 30/95O x 1.00 EQUIPMENT LOSS = 30026.49 1 ZQUIPNZNT SZNSIffia = 21254.02 1------------------------------------- I TOTAL LATENT + 6556.63 1------------------------------------- 1 SENSIBLE + LATENT = 27810.65 20* OVERSIZE FACTOR + 6005.30 120* SENS.OVRSZE FTR = 4250.80 ACTUMLf20* OVERSIZE - 36031.79 1 SENS. + 20* OVERSIZE = 25504.82 EQUIPMENT SELECTION * EQT. MRNUF . SENSIBLE CL (BTUH) CU MOD # _ L TZNT CLO _ (BTUH) AM MOD # _ TOTAL CLO _36000 (BTUH) HTG INPUT _ (BTUH) TONAGE 3 HTO OUTPUT_34000 (BTUH) (S)EER 12.00 HTG CFM 1200 CLG CFM _1200 AFUE/HSPF 7.8 TYPE HP AIR FLOW FACTORS * — HTG FACTOR = .0400608 BTUH per CEN CLG FACTOR = .0564599 BTUH per CFM STRUCTURE DESIGN CPM= 1093.3 SENSIHS.E HEAT RATIO = 76* Calculation Procedures A,B,C,D I I Procedure A winter Infiltration HTM I I I------------------------------------------------------------------------------I 11. Winter Infiltration C!M Envelope Evaluation @ 3 Better) 1 I .7 Air Ganges per hour x 11104 Cubic ft. x .0167 129.81 CDM 1 II 12. Winter Infiltration Btuh I 1.1 x 129.81 CaM x 36 Degrees Winter TD 5140.31 Btuh 1 II 1 3. Winter Infiltration HTM I I 5140.31 Stuh / 203.6 Sq.Pt of total Glass & Door areas I 25.25 HTM I I I Procedure B Summer filtration HTM I I I------------------------------------------------------------------------------1 I 1. Summer Infiltration CM Envelope Evaluation @ 3 Better) 1 I .35 Air Changes per hour x 11104 Cubic ft. x .0167 m 64.90 CSM 1 II 12. Steer Infiltration Btuh I I 1.1 x 64.9 C!M x 18 Degrees Simmer TD 1285.08 Btuh i 1I 1 3. S-er Infiltration H'ffi I I 1285.08 Btuh / 203.6 Sq.Bt. of total Glass & Door areas I 6.31 HTM I I I I Procedure C Latent Infiltration Gain I I I 0.68 x 44 grains difference @ 504 RH x 64.9 Cam! I 1941.81 Btuh 1 I I I ProoeQure D Equipment Sizing I 1 I 11. Sensible Sizing Loads I 1I I Sensible Ventilation Load I I 1.1 x 100 Vent CLAM x 18 Degree Summer TD 1980.00 Btuh 1 Sensible Load for Structure 13971.84 Btuh I Sum of Ventilation & Structure Loads 15951.84 Btuh 1 I Rating & Temperature Swing Multiplier x 1.00 RSM 1 I Equipment Sizing Load - Sensible 15951.84 Btuh 1 II 12. Latent Sizing Load I 11 Latent Ventilation Load I I 0.68 x 100 Vent CBM x 44 Grains difference 2992.00 Btuh I 1 Internal Loads = 230 Btuh x 6 people 1380.00 Btuh 1 I Infiltration Load from Procedure C 1941.81 Btuh 1 I Equipment Sizing Load - Latent l 6313.81 Btuh I I I Abbreveations I Glass/Windows * I S.C.- single Clear ; S.T. m Single Tint ; S.R. - Single Reflective I I D.C.- Double Clear ; D.T. - Double Tint ; D.R. - Double Reflective 1 I T.C.= Triple Clear ; T.T. = Triple Tint ; T.R. = Triple Reflective I I Shdg= Shading ; Ovhg = Overhang ; Btm = Bottam ; Hgt = Height I I Sc - Shading Coefficient 1 * Inside Shading * I I N.S.= No shades D/B = Drapes or Blinds; R.S. = Roller Shades I * Other * 1 I Whtm - Winter Heat Transfer Multiplier; Shtm - S-er Heat Transfer Multiplier l linfiltratton •'s: 1..Sub Standard/Poor; 2..Standard; 3..Better; 4..Lxcellent 1 I i I IBM #1 Rom Name mole House Roam Square Footage 1388.00 1 1 1 1 Roam Deminsion : 1388a I II Glass Type Shdg OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh I II------------------------------------------------------------------------------ IN -No Shd Fctr D.C. R.S. 11.0 6.0 n/a 1.0 24.00 561.60 460.80 1 1------------------------------------------------------------------------------I IW-No Shd Line D.C. R.S. 1.0 6.0 5.0 1.0 48.00 1123.20 2793.60 I 1------------------------------------------------------------------------------1 IS -No Shd Line D.C. R.S. 1.0 6.0 5.0 1.0 48.60 1137.24 2828.52 I 1------------------------------------------------------------------------------1 IS -All Shaded D.C. R.S. 18.0 7.0 6.5 1.0 14.00 327.60 268.80 I 1------------------------------------------------------------------------------1 IW-All Shaded D.C. R.S. 12.0 4.0 3.3 1.0 6.00 140.40 11S.20 1 I------------------------------------------------------------------------------1 I Camponet Description R-value area Loss Gain I I------------------------------------------------------------------------------1 IN/w C.B. - int Insul-Ext. 4 870.76 7523.37 2525.20 1 Wood Stud-Adj. 11 139.00 450.36 158.46 1 ISolid Core/Rood-Sxt. 0 42.00 483.04 205.80 1 ISolid Core/Wood-Adj. 0 21.00 241.92 102.90 I Under Attic 19 1388.00 2629.89 3067.00 1 Slab on Grade 0 Lin.Ft. 151.70 4423.57 000.00 i 1Glass/Door Infil. Whtm/28.4 Shtm/7.1 x 203.6 5782.24 1445.56 I loccupant Gain 000.00 1800.00 1 Appliance Gain 000.00 1750.00 IDuct Loss/Gain 1241.26 1752.18 1 1Total Room Loss/Gain 26066.49 19274.02 1 linterpolated CIM = 1066.2 I Isupply Htg/Clg CAM 1044.20 1088.20 I 1 MEMORANDUM City of Sanford Department of Planning & Development Services P.O. Bo. 1788 Sanford, F132772-1778 Telephone (407) 330-5673 Fax: (407) 330-5679 S S Email• ROBERTSL(@ci.sanford.fl.us To: From: Subject Date: Dan wo Aar Larry 4a /"-X AW it S004wvay Permit App for Lot 14 block 9, Palm Terrace October 8, 2004 The applicant must submit a_Su= Plat greoared and stamved by a licensed 511"xgr that has the proposed house location prol2osed finished floor elevation, and the elevation at the center of the street directly in front of the house. RECEIVED JUN 2 9 2" REVISION 2 0 DATE PERMIT # _ PROJECT ADDRESSP P-G D CONTRACTOR Z— Go %9 FAX # PHONE # DESCRIPTION OF REVISION A.)S s 7c- aF .moo UTILITY DEPT FIRE PREVENTION PLANNING BUILDING f.-OW600A-2001 EnergyGaugeO 3.4 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 0824402 Builder: Ja-Ro Address: o Sa3 aa-4 "'`` Permitting Office: Seminole Co. City, State: `'`'' ( 7-7e 3 217r73 Permit Number: 7 17V Owner: t-6eltz Jurisdiction Number: 691000 Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (M 1388 R2 _ c. N/A 7. Glass area & type Single Pane Double Pane a. Clear glass, default U-factor 0.0 ft' 140.6 W _ 13. Heating systems b. Default tint, default U-factor 0.0 ft2 0.0 ft' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Labeled U-factor or SHGC 0.0 ft' 0.0 ft' _ HSPF: 7.80 _ 8. Floor types b. N/A a. Slab -On -Grade Edge Insulation R=0.0, 151.7(p) ft b. N/A c. N/A c. N/A 9. Wall types 14. Hot water systems a. Concrete, Int Insul, Exterior R=4.0, 870.8 ft' _ a. Electric Resistance Cap: 55.0 gallons _ b. Frame, Wood, Adjacent R=11.0, 139.0 W _ EF: 0.89 _ c. N/A b. N/A d. N/A e. N/A c. Conservation credits 10. Ceiling types HR-Heat recovery, Solar a. Under Attic R=19.0, 1388.0 ft' DHP-Dedicated heat pump) b. N/A 15. HVAC credits c. N/A CF-Ceiling fan, CV -Cross ventilation, 11. Ducts HF-Whole houso fan, a. Sup: Unc. Ret Unc. AH: Garage Sup. R=6.0, 40.0 ft PT -Programmable Thermostat, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.10 Total as -built points: 20317 PASSTotalbasepoints: 21452 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BYSouthern Energy Eval Srvc.ervc DATE: 6- 1 hereby certify that this building, as designed, is in compliance with the FI ' a Energy C de. OWNER/ GENT: . DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. pp BUILDING OFFI?s DATE: MTV 0% EnergyGauge® (Version: FLRCSB v3.4) Summary Energy Code Results Residential Whole Building Performance Method A Gettz Project Title: Class 3 Rating 0824402 Registration No. Climate: Central 6/27/2005 Building Loads Base As -Built Summer: 26423 points Summer: 26171 points Winter: 3966 points Winter: 6240 points Hot Water: 6769 points Hot Water: 6769 points Total: 37157 points I Total: 39181 points Energy Use Base As -Built Cooling: 11272 points Cooling: 9297 points Heating: 2488 points Heating: 3415 points Hot Water: 7692 points Hot Water: 7606 points Total: 21452 points Total: 20317 points PASS e-Ratio: 0.95 EnergyGauge®(Version: FLRCSB v3.4) FORM 60OA-2001 EnergyGauge® 3.4 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditioned ,X BSPM = Points - Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1388.0 25.78 6440.9 Double, Clear N 11.0 6.0 24.0 26.25 0.61 385.3 Double, Clear E 1.0 6.0 48.6 55.69 0.97 2622.2 Double, Clear S 18.0 7.0 14.0 41.92 0.48 279.1 Double, Clear W 1.0 6.0 48.0 50.22 0.97 2334.7 Double, Clear W 12.0 4.0 6.0 50.22 0.39 117.9 As-Bu9t Total: 140.6 5739.1 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 139.0 0.70 97.3 Concrete, Int Insul, Exterior 4.0 870.8 1.20 1045.0 Exterior 870.8 1.90 1654.5 Frame, Wood, Adjacent 11.0 139.0 0.70 97.3 Base Total: 1009.8 1751.8 As -Built Total: 1009.8 1142.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 21.0 1.60 33.6 Exterior Wood 42.0 7.20 302.4 Exterior 42.0 4.80 201.6 Adjacent Wood 21.0 2.40 50.4 Base Total: 63.0 235.2 As -Bunt Total: 63.0 352.E CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1388.0 2.13 2956.4 Under Attic 19.0 1388.0 2.82 X 1.00 3914.2 Base Total: 1388.0 2956.4 As -Built Total: 1398.0 3914.2 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 151.7(p) -31.8 4824.1 SlabrOn-Grade Edge Insulation 0.0 151.7(p) 31.90 4839.2 Raised 0.0 0.00 0.0 Base Total: d824.1 As-BuOt Total: 151.7 4839.2 INFILTRATION Area X BSPM Points Area X SPM Points 1388.0 14.31 19862.3 1388.0 14.31 19862.3 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.4 YORM 60OA-2001 EnergyGaugeO 3.4 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 26422.E Summer As -Built Points: 26171.3 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 26171.3 1.000 1.087 x 1.150 x 1.00) 0.284 1.000 9296.6 26422.6 0.4266 11271.9 26171.3 1.00 1.260 0.284 1.000 9296.6 EnergyGauge"' DCA Form 60OA-2001 EnergyGaugeMaRES'2001 FLRCSB v3.4 FORM 60OA-2001 EnergyGaugeS 3.4 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1388.0 5.86 1464.1 Double, Clear N 11.0 6.0 24.0 11.00 0.98 259.6 Double, Clear E 1.0 6.0 48.6 8.82 1.01 432.7 Double, Clear S 18.0 7.0 14.0 6.74 2.29 216.2 Double, Clear W 1.0 6.0 48.0 9.55 1.00 459.4 Double, Clear W 12.0 4.0 6.0 9.55 1.12 63.9 As -Butt Total: 140.6 1431.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 139.0 1.80 250.2 • Concrete, Int Insul, Exterior 4.0 870.8 3.35 2917.2 Exterior 870.8 2.00 1741.6 Frame, Wood, Adjacent 11.0 139.0 1.80 250.2 Base Total: 1009.8 1991.8 As-Bu9t Total: 1009.8 3167.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 21.0 4.00 84.0 Exterior Wood 42.0 7.60 319.2 Exterior 42.0 5.10 214.2 Adjacent Wood 21.0 5.90 123.9 Base Total: 63.0 298.2 As-Bu9t Total: 63.0 443.1 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1388.0 0.64 888.3 Under Attic 19.0 1388.0 0.87 X 1.00 1207.6 Base Total: 1388.0 888.3 As -Butt Total: 1388.0 1207.6 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 151.7(p) -1.9 288.2 Slab -On -Grade Edge Insulation 0.0 151.7(p) 2.50 379.3 Raised 0.0 0.00 0.0 Base Total: 288.2 As -Built Total: 151.7 379.3 INFILTRATION Area X BWPM Points Area X WPM Points 1388.0 -0.28 388.6 1388.0 -0.28 388.6 EnergyGauge® DCA Form 600A-2001 EnergyGaugeWlaRES2001 FLRCSB v3.4 FORM 60OA-2001 EnergyGauge® 3.4 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 3966.6 Winter As -Built Points: 6240.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 6240.5 1.000 1.078 x 1.160 x 1.00) 0.438 1.000 3414.6 3966.6 0.6274 2488.0 6240.6 1.00 1.260 0.438 1.000 3414.6 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.4 FORM 60OA-2001 EnergyGauge® 3.4 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , 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 3 2564.00 7692.0 55.0 0.89 3 1.00 2535.19 1.00 7605.6 As-Bullt Total: 7605.E CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points Cooling + Heating + Hot Water = Total Points Points Points Points 11272 2488 7692 21462 1 9297 3416 7606 20317 PASS EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeVFlaRE8'2001 FLRCSB v3.4 FORM 60OA-2001 EnergyGauge® 3.4 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT M 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maidmum:.3 cfm/s .ft. window area .5 cfmis .ft. door area. Exterior & Adjacent Wells 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wag panels & toploottom plates; between wells 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 seems. 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.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed Inside a sealed box with 12" clearance & 3" from Insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Mufti -story Houses 606.1.ABC.1.2.5 Alr barter on perimeter of floor cavity between floors. Additional Infiltration regts 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 6.12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. Extemal 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 AD 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 1607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common welts -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugaVRaRES42001 FLRCSB v3.4 I 1 I ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of unite, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear glass, default U-factor b. Default tint, default U-factor c. Labeled U-factor or SHGC 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. NIA 9. Wall types a. Concrete, Int Ingul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. Ali: Garage b. N/A Geltz, , , , New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 3 _ b. N/A No _ 1388 ft2 _ c. N/A Single Pane Double Pane 0.0 ft2 140.6 ft2 _ 13. Heating systems 0.0 ft2 0.0 ft = a. Electric Heat Pump 0.0 ft2 0.0 ft2 _ b. N/A R=0.0, 151.7(p) R _ c. N/A R=4.0, 870.8 ft2 _ R=11.0, 139.0 ft2 _ R=19.0, 1388.0 ft2 _ Sup. R=6.0, 40.0 ft _ 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Enelev Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed a compliant features. / Builder Signature: ,mac. Date: Address of New Hom City/FL Zip: NOTE: The home's estimated energy performance score is only available through the FL,4/RES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE Energy&aP designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. Energy0auge® (Version: FLRCSB v3.4) Cap: 36.0 kBtu/hr _ SEER:12.00 _ Cap: 36.0 kBtu/hr _ HSPF: 7.80 Cap: 55.0 gallons _ EF: 0.89 _