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213 Belgian Way - BR02-000755 - SFR
PERMIT ADDRESS 2 1 I a.ii CONTRACTOR ADDRESS PHONE NUMBER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr 4102 Orlando, FL 32822 407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR f MECHANICAL CONTRACTOR PLUMBING CONTRACTORi MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION 08444(s Q ` PERMIT # 0 1-77455 DATEALI's O PERMIT DESCRIPTION PERMIT VALUATION 1214-7144 SQUARE FOOTAGE 33-1q RA&M Tl is is to certify that the buildiJ91""located a,,/ for which perm t has heretofore been issued on _3ZIIJ-02 has been completed according to plans and specifications filed in the office of the Building Off-fJ-dall prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. SMUZ-AMMAL Subdivision Regulations Apply: Yes- No DATE A222Q-VAL DATE A2230LAL BUILDING: FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In L_IL L Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PU73LI C WORKS: Street Name Street Signs --A— Lights Storm Sewer __Priveway Street Work WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 3/21/02 10.00 01-APPLCTN FEE -BUILDING 3/12/02 10.00 01-APPLCTN FEE -MECHANIC 4/24/02 10.00 01-APPLCTN FEE -PLUMBING 3/15/02 10.00 01-PRRP0WER AGREEMENT 6/20/02 60.00 02-ENGNG DEVLPMT FEES 3/12/02 10.00 01-FIRE IMPACT - RESIDENT 3/12/02 59.27 01.-LIBRAJqY IMPACT FEE 3/12/0,2 54.00 PAGE 2 I 6 This is to certify that the building located at for which permit has heretofore been issued on 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 complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinanoes of the City of Sanford and with the provisions of the regulations. STAM Subdivision Regulations Apply-. Yes- No 01-OPEN SPACE 3/12/02 279.61 01-POLICE IMPACT - RESID 3/12/02 91.93 01-RADON GAS TAX FEE 3/12/02 14.29 01-ROAD IMPACT FEES 3/12/02 847.00 01-RECOVERYFD/CERT.... PGM. 3/12/02 14.30 01- SCHOOL IMPACT FEE "' 3/12/02 1384.00 WD IMPACT: SINGLE FAMILY 3/12/02 650 " 00-- SD IMPACT: SJN(1, 1E FAMILY 1700.00 f/12/02 Pf 02- OWNER BUILDING OFFICIAL DAW REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE I C PERMIT # ADDRESS SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.Q. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering U"`"" Public Works Utilities Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd' Conditions: (to be completed only If appfovvol Is condttlonal) REQUEST FOR FINAL INSPECTION ( g CERTIFICATE OF OCCUPANCY/COMPLETION 4W i SINGLE FAMILY RESIDENCE""'" DATE - PERMIT # 09, r ADDRESS 2X SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407)832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final Inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fema Rec'd i . n)n, on s Public Works /:g• Cert. of Elev. Rec'd Utilities Bldg. Inspector Apprvd Conditions: (to be completed only If approval Is conditional) X.! t 1 t f t 1 REQUEST FOR FINAL INSPECTIONLAJ t l l l I CERTIFICATE OF OCCUPANCY/COMPLETION u SINGLE FAMILY RESIDENCE"" 3: DATE 1-7 la PERMIT# ADDRESS [A' SUBDIVISION Bakers Crossinq CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321.3579 1 J; aVJ CJ r dV tx RJCA., The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Public Works Utilities 041 Conditions: (to b completed only If approval Is conditional Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd Thank you for your cooperation. Engineering Public Works Utilities O Conditions: (to be completed only If approval Is conditlonal) N REQUEST FOR FINAL INSPECTION ~ir I I I I I I CERTIFICATE OF OCCUPANCY/COMPLETION' tttt SINGLE FAMILY RESIDENCEtttt DATE-- , C72- " PERMIT # ADDRESS I SUBDIVISION Bakers Crossing E' m S? a . CONTRACTOR D R Horton r, Ph: (407) 832.4698 (Tom) Fax: (407) 321-3579 = u- 03 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final Inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. C ec r r Q - Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 6/18/02 09:57:35 Location ID . . . 230225 Parcel Number . . 18.20.31. - - Alternate location ID Location address . 213 FRIESIAN WAY Primary related party BLAGG JAMES A & PAULA K Type information, press Enter. Sequence Code(F4) App Free -form information Date 11.00 CSVC UT OK IF CUST WANTS TO GET SOMEONE ELSE TO 60602 12.00 CSVC UT DO TAPS ALL WE HAVE TO DO IS INSPECT 60602 13.00 CSVC UT THEM 60602 14.00 CSVC UT CUST SAYS MORE MONEY HAVE SOMEONE ELSE 60602 15.00 CSVC UT PUT IN 60602 16.00 CSVC UT SW TAP $855.00 PD 6-7-02 REC#5339 61702 17.00 18.00 19.00 20.00 Special notes More... F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel F16=Related pty data LMBC0401 CITY OF SANFORD 6/18/02 Address Misc. Information Maintenance 09:57:35 Location ID . . . 230225 Parcel Number . . 18.20.31. - - Alternate location ID Location address . 213 FRIESIAN WAY Primary related party BLAGG JAMES A & PAULA K Type information, press Enter. Special Sequence Code(F4) App Free -form information Date notes 1.00 CSVC UT DEV SHEET ON JACKIE WALL*** 21502 _ 2.00 CSVC UT SW DEV FEE $1700.00 WA DEV FEE $650.00 31202 _ 3.00 CSVC UT BP02-760 PD 3-12-02 SEE REC#5194 31202 _ 4.00 CSVC UT 3/4" WA METER SET FEE $190.00 PD 3-12-02 31202 _ 5.00 CSVC UT REC#5194 31202 _ 6.00 CSVC UT CUST OWES FOR 1 2 STREET CUT $350. 60602 _ 7.00 CSVC UT THIS INCLUDES 215 FRIESIAN WAY 60602 _ 8.00 CSVC UT SW TAP 4' DEPTH $855.00 60602 Y 9.00 CSVC UT ALSO SW TAP FOR 215 FRIESIAN WAY $855.00 60602 _ 10.00 CSVC UT TOTAL DUE $2060.00 ******* 60602 _ More... F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel F16=Related pty data i7) A - M4-1 SAYSThisistocertifythattheullilocatedt 21a_BF=AN_WAY._____ r which permit has heretofore been issued on —3/lIZU has been completed according to plans and specifications filed in the office of the Building Offizial prior to the issuance of said building permit, to wit as complies with all the building, plumbingalectrical zoning and subdivision regulation s ceordinans of the ty of Sablord and with the provisions of these regulations. Subdivision Regulations Apply: Yes---- No DATE A22BQMLAL DATE A22=3VAL BUILDIN FIRE: Finaled Inspected ZONING: Inspected UTILITIES: SewerWaterLaiLinesinLines in01",RX Meter Sewer Set Tap Reclaimed Water . .. . .... ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs Lights Storm Sewer Driveway Street Work LATE WATER -SEWER IMPACT FEES 01-AP PLCTN FEE - ELECTRIC 3/21/02 i0.00 01-APPLCTN FEE -BUILDING 3/12/02 10.00 01-APPLCTN FEE -MECHANIC 5/08/02 10.00 01-APPLCTN FEE -PLUMBING 3/28/02 10.00 01-PREPOWER AGREEMENT 6/20/02 60.00 02-ENGNG DEVLPMT FEES 3/1!/02 10.00 01-FIRE IMPACT - RESIDENT 3/12/02 59.27 01-LIBRARY IMPACT FEE 3/12/02' 34.00 PAGE - 2 his is to certify that the 'building located atI 213_BFJZIAN_XAY__ for which permit has heretofore been issued on -3,0jIM 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 complies with all -the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. AlAPSubdivision Regulations Apply: Yes- No 01-OPEN SPACE 3/12/02 279.6j- 01--POLICE IMPACT RESID 3/12/02 91.93 01--RADON GAS TAX FEE 3/12/02 18.87 01-ROAD IMPACT FEES 3/12/02 847.00 01-RECOVERY FD/CERT. PGM. 3/12/02 16.87 01-SCHOOL IMPACT FEE 3/12/02 1384.00 GAD IMPACT:SINGLE FAMILY -3/12/02 650.00 SD IMPACT:SINGLE FAMILY K12/02 1700.00 7> kj BUILDING OFFICIAL R REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE (0. PERMIT # "-5 5 ADDRESS C1t 1`1 Ct,U SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Torn) Fax: (407)321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fema Rec'd Public Works Cert. of Elev. Rec' Utilities Bldg. Inspector Conditions: (to be completed only if approval is conditional) G' L bCc -( L. REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE (06510a. PERMIT # --I 5 ADDRESS6bh UJ2& '' SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: ( 407) 832-4698 (Tom) Fax: (407)321-3579 wIo The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering I MNk>r(s Public Works_ Utilities Conditions: ( to be completed only if approval is conditional) Fema Rec' Cert. of Ek Bldg. Inspector Apprvd REQUEST FOR FINAL INSPECTION t 1 t CERTIFICATE OF OCCUPANCY/COMPLETIO C ai SINGLE FAMILY RESIDENCE**** t=- t-- t 1 1 1 5 t 1 1 1 DATE (0c = ' ' It 1 PERMIT # b "1 -..' "' 3- ' ADDRESS 6 6bh l.0 t 1 SUBDIVISION Bakers Crossing t &. • M J CONTRACTOR D R Horton Ph: ( 407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Public Works Utilities Conditions: ( to be completed only if approval is conditional) Fema Rec' Cert. of EIE Bldg. Inspector Apprvd I"B 0401 CITY OF SANFORD 6/27/02 Address Misc. Information Maintenance 13:26:51 Location ID . . . 229885 Parcel Number . . 18.20.31. - - Alternate location ID Location address . 213 BELGIAN WAY Primary related party SANDRA MILLER Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT SW DEV FEE $1700.00 WA DEV FEE $650.00 31202 2.00 CSVC UT BP02-755 PD 3-12-02 SEE REC#5245 31202 3.00 CSVC UT 3 4" WA METER SET FEE $190.00 PD 3-12-02 31202 4.00 CSVC UT REC#5245 31202 5.00 6.00 7,00 8.00 9.00 10.00 Special notes More... F2=.Address F3=Exit FS=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel F16=Related pty data FEDERAL EMERGENCY MANAGEMENT AGENCY 77 NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 31, 00 Expires July 312002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D. R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 213 BELGIAN WAY CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 97, BAKERS CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/ LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B 1. NAP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL 85. SUFFIX 97. FIRM PANEL Bj; [1.SE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) 7, -a AO, use depfli of flooding) 0045 E 4/17/95 4/17/95 X N/A 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 B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_, SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(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 At-A30, AE, AH, A (with BFE), VE, V1430, 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 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) o b) Top of next higher Floor 48.2 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o d) Attached garage (top of slab) 38. 4 ft.(m) E , o e) Lowest elevation of machinery and/or equipmentw ca C6 servicing the building (Describe in a Comments area) 38_.1 ft-M E a f) Lowest adjacent (finished) grade (LAG) 37.0 ft.(m) z' 91 v g) Highest adjacent (finished) grade (HAG) 38. 1 ft.(m) 0 o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 C o i) Total area of all permanent openings (flood vents) in C3.h 0 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. m IcertifythattheinformationinSectionsA, B, and C on this certificate represents my best efforts to interpret the data available. C7) I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: JAMES K. EKERN LICENSE NUMBER: 5899 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STREET, STE,180 ORLANDO FL 32801 SIGNATURE DATE TELEPHONE o 6/19/02 (407) 426-7979 4` Form 81-31, JUL 00 SEE REVERSE SIDE_ FOR CON rINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurancee company BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 213 BELGIAM WAY CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/cormpany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HERE ON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT 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 E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building forwhich 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 _ ft.(m) ,in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available).' E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(an) at we the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. 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? El Yes No Unknown. The local official must certify this information in Section G. F SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. C (Items C3.11 and C3.i only), and E for Zone A (without a FEMA-issued or oommunity- 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 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. 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 stale or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section Efor a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. 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: New Construction 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 TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 97, BAKERS CROSSING, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 379.51' TRACT A BELGIAN WAY 50' RIGHT OF WAY S89'17'34"E _ 44&60' I w1 NI o 50.00' Oi o WALK IS • •- 4," lAl --3 I.4' OFF 1 10' UTILITY EASEME T-.,.' I- UlN 3 C/W I I » I Al71VFWAV' I WALK IS 1.4' OFF I I sF/ q'L n 18.3' 13.3, 5.6 COVERED in ENTRY 0 Two STORY Cl a a CONCRETE BLOCK r Q (c) W WOOD FRAME Z a Q N w» FLOOR RESIDENCE o w LOT 96 04 w FINISH ri ELEVATION=38.87 S Lv LOT 98 r- :d w 213 BELGIAN WAY w o0ICCD) n zn LOT 75 NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CERTIFIED TO O.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. STEVEN VASQUEZ AND ANNETTE VASQUEZ NOTE THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT- TO CHAPTER 472.027. FLORIDA STATUTES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 97 BEING N 89'17'34" W PER PLAT. FIELD DATE:) 06-16-02 _ REVISED: SCALE: = 30 FEET APPROVED BY: JKE ASM3301O FINAL / FOUNDATION JOB N0.-------- 06-16-02/CC DRAWN BY. __ ___- -LOT PLAN 9-5-01 JML I I I I LOT 97 1 I I I I S 89-17'34" E 50.00' LOT 76 I 1 I I LOT 77 4s LEGEND BUILDING SETBACK LINE Q FN0 PK NAIL CENTERLINE LB #4671 (06-16-02) RIGHT OF WAY LINE FND 5/8" IRON ROD AND CAP l EXISTING ELEVATION O T'-571 (06-16-02) CNA C(:; '. NOT ACCESSIBLEC] CONCRETE A DCNU,ES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING FIRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURC PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY FNO FOUND TYP TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER S/W SIDEWALK CBW CONCRETE BLOCK WALL CP CONCRETE PAO RP RADIUS POINT CS CONCRETE SLAB CHU O':EKHEAD JPd iTY LINE C CHORD LENGTH ID IDENTIFICATION PK PARKER KALON AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8N6393 320 EAST SOUTH STREET. SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 1. THE SURVEYOR HAS NC ABSTF..ACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, P,ESIRICTiONS Or RECORD WHICH MAY AFFECT THE TITLE OR U'3.E GF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAIFED SEAL OF A 1 LORIDA LICENSED SURVEYOR AND MAPPEr. FOR THE FIRM JAMES K. EKERN, PSM #5899 DATE 7 City of Sanford Dan Florian, Building Official P. O. Box 1788 Sanford, FL 32772-1788 RE: Prepower Inspection Request for 213 Belgian Way To Whom It May Concern: This letter is written to request a prepower inspection for the address reference above. Please be advised that such building will not be occupied until the certificate of Occupancy has been released. Sincerely, Robert A. Lawson t t CITY OF SANFORD MECHANICAL PERMIT APPLICATION Permit Number _(J % ` Date: 5-/y - The undersigned hereby applies for a permit to install the following equipment: Owner's Name Address of Job Mechanical Co Residential Non -Residential State License Number 2-2d- 1995 d : 57t>r.t F Kurt CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: t' (10 Date: -/y The undersigned hereby applies for a permit to install the following electrical D G Owner's Name 0 Electrical Contractor. Residential: Non -Residential: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature State License Number CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: L ' 2 S S Date: The undersigned hereby applies for a permit to install the following electrical: Owner's Name: Address of Job: n L Electrical Contractor. Residential L% J Non -Residential: Number Amount Addition, Alteration, Repair (Residential & Non -Residential New Residential. - AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other. Descriptiontion of Work: Application Fee: 10.00 TOTAL DUE: C? By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Si nature State License Number A FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879REVD Builder: DR HORTON Address: 21-) I i t L\" Permitting Office: .,, City, State:SN09J 1 \ 32 3 Permit Number: Q 2 Owner: , .a . } Jurisdiction Number: c I Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 58.0 Mu/hr - 3. Number of units, if multi -family l - SEER: 10.00 - 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area (W) 2872 ft' c. N/A 7. Glass area & type a. Clear - single pane 319.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 58.0 kBtu/hr - c. Tint/other SC/SHGC - single pane 0.0 ft' _ HSPF: 7.25 _ d. Tint/other SC/SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 460.Oft' - c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int Insul, Exterior R=3.0, 876.0 W - EF: 0.86 - b. Frame, Wood, Exterior R=11.0, 785.0 ft' - b. N/A c. Frame, Wood, Adjacent R=l 1.0, 622.0 ft' , d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) i a. Under Attic R=19.0, 2091.0 W _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, It. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 34893.00 PASSTotalbasepoints: 39625.00 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: L DATE: ck . ©1 I I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. j OWNER/AGENT: YLM 'S , DATE: a-z&zi 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. BUILDING OFFICIAL: DATE: "L 26..- THE STgr°fin 1 a/ 1 r 6 EnergyGauge® (Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , . PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BSPM Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 2872.0 42.08 21752.4 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 31 0.99 884.5 As -Built Total: 319.0 16633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adajcent 622.0 0.7 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM Points Under Attic 2091.0 0.60 1254.6 Under Attic 19.0 2091.0 1.10 2300.1 Base Total: 2091.0 1254.6 As -Built Total: 2091.0 2300.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p) 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 As -Built Total: 4656.1 EnergyGauge® DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 60742.2 Summer As -Built Points: 57716.6 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Cooling Points 60742.2 0.3577 21727.5 57716.6157716.6 1.000 1.00 0.975 0.975 0.341 0.341 1.000 1.000 19182.2 19182.2 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®1FIaRES'97 FLRCNA-200 FORM 60OA-97 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 Ornt Len Hgt Area X WPM X WOF = Points 18 2872.0 4.79 2476.0 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adajcent 622.0 1.8 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM = Points Under Attic 2091.0 0.60 1254.6 Under Attic 19.0 2091.0 1.00 2091.0 Base Total: 2091.0 1254.6 As -Built Total: 2091.0 2091.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 173.0(p) 1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p) 2.40 415.2 Raised 460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 As -Built Total: 412.8 EnergyGaugeO DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7121.3 Winter As -Built Points: 11104.3 Total Winter X Points SystemMultiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Heating Points 7121.3 1.0730 7641.2 11104.3 11104.3 1.000 1.00 0.998 0.998 0.471 0.471 1.000 1.000 5216.4 6216.4 EnergyGaugeT" DCA Form 60OA-97 EnergyGaugeO/RaRES'97 FLRCNA-200 FORM 60OA-97 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 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 21727.5 7641.2 10256.0 39624.7 19182.2 5216.4 10494.5 34893.2 PASS THB+ ST,q o a r 01) we'&O EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST PERMIT #: COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE _ CHECK Exterior Windows & Doors 606.1.ABC.1.1 Ma,imum:.3 cfmisq.ft_window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. PRESCRIPTIVE MEASURES must be met or exceeded by all residences. 6A-22 OTHER CHECKCOMPONENTSSECTIONREQUIREMENTS Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools I must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls Separate readily accessible manual or automatic thermostat for each system. 607.1 Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.6 The higher the score, the more efficient the home. I. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Una Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 4 - b. N/A No 2872 ft' c. N/A 319.0 ft' 13. Heating systems 0.0 ft' T a. Electric Heat Pump 0.0 ft' 0.0 ft' b. N/A R=5.0, 173.0(p) ft c. N/A R=l 1.0, 460.Oft' _ 14. Hot water systems a. Electric Resistance R=3.0, 876.0 ft' R=11.0, 785.0 ft' - b. N/A R=l IA 622.0 ft' c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2091.0 ft' _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 320.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: 2. Date: gf Address of New Home: 21 _-S 2 L-V_-i City/FL Zip: c t"1 .3 2=fii 3 Cap: 58.0 kBtu/hr SEER: 10.00 Cap: 58.0 kBtu/hr HSPF:7.25 _ Cap: 50.0 gallons _ EF: 0.86 fHE STq o tO, 6W_ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is_not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar""designation), your home may gualifyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at wwwfsec. ucf. edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Pi'dject Information For: DR HORTON Notes: Design Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db Inside db 38 70 OF OF Outside db Inside db 93 75 OF OF Design TD 32 OF Design TgD 18 OF Relat ve Humidity 50 Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss Ventilation air 40112 0 Btuh cfm Structure Ventilation 34420 1485 Btuh Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 40112 Btuh Use mfg. data Rate/swing multiplier n 0.98 Infiltration Total sens. equip. load 35187 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Fireplaces Average 0 Internal gains 1380 Btuh Ventilation 2212 Btuh Heating Cooling Infiltration 4526 Btuh Area (ftz) 2872 2872 Total latent equip. load 8118 Btuh Volume (ft') Air changes/hour 22976 0.7 22976 0.4 Total equipment load 43304 Btuh Equiv. AVF (cfm) 269 153 Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 80.0 AFUE Heating input 0 Btuh Efficiency Sensible cooling 0.0 EER 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heatingg temp rise Actual ieating fan 0 2000 OF cfm Total coolingActualcooling fan 0 2000 Btuh cfm Heating air flow factor 0.050 cfm/Btuh Cooling air flow factor 0.058 cfm/Btuh Space thermostat Load sensible heat ratio 82 % Bold/lcalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wr-j ht50'Ft Right-SuKe ResidentialTM 5.0.33 RSR26016 2000-Oct-16 12:37:24 ACCK 2879REVD.rsr Page 1 AL RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House IR DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 log COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.7 ach x 22976 ft' x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 OF Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 357 ft2 Total window = 26.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 22976 ft' x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x153 cfm x 18 OF Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 357 ft2 Total window = 8.5 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain I 0.68 x43 gr/lb moist.diff. x 153 cfm = 4526 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 34420 Btuh Sum of ventilation and structure loads = 35905 Btuh Rating and temperature swing multiplier x 0.98 35187 BtuhEquipmentsizingload - sensible 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 8118 Btuh Construction Quality is: a No. of Fireplaces is: 0 BoldA[alic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed wriclntsoft Righl•Suile ResidenlialT" 5.0.33 RSR26016 2000-Oct-16 12:37:24 ACCK 2879REVD.rsr Page 1 RIGHT-J WORKSHEET rG Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. of room Entire House LIVING RM FOYER LOWER STAIRS Length of exposed wall 314.0 ft29.0 ft 14.0 ft 11.0 ftjNameRoomdimensions14.0 x 15.0 ft 6.0 x 8.0 ft 11.0 x 4.0 ft Ceiings Condit. Option 8.0 ftheat/cool d 8.0 It heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (8tuh) EXPOSURE I NO. Htg Clg ft') Htg Clg OF) Htg I Clg ft2) Htg I Clg f:2) Htg I Clg 5 Gross a 148 4.6 2.1 1080 232 48 0 Exposed b 12 2.9 1.9 920 ff fff. 64 1wlf fwff 0 f! lwff 1wlf f«!w walls and c 13 3.2 1.2 640 www. wwl. 0 w.w. www! 64 ff w... 8 w<ff fwfw partitions d 0.0 0.0 0 0 0 f 0 e f0. 0 0. 0 0.0 0. 0 0 0 wl.. fffw w... 0 0 f l... f... f..! 0 0 f*" ww 0 0 w«!f w!!w 6 Windows and a 1 C 37.0 266 9831 32 1183 18 665 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 R Heating c 9C 38.7 0 0 0 0• 0 0 0 0 d 0.0 0 0""" 0 0""* 0 0 0 0' fj 1 0.01 0 0<"' 0 0 0 0""" 0 0*"** 7 Windows and North 25.2 99 2495 0 0 0 0 0 0 glass doors Cooling NE/ NW E/ W 0. 0 62. 5 0 195 0 12192 0'"'* 32 0 1741 0 18 0 1573 0 0 0 0 SE/ SW 0.0 0" 0 0***" 0 0 0 0•"** 0 South 35.0 25 875 0 0 0 0 0 0 Horz 0.0 0 wf 0 0 0 0 f.w. 0 0 wwww 0 8 Other doors a 101 14.7 9.9 38 559 378 0 0 0 20 294 199 0 0 0 b 0.0 0.0 0 Q 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 876 4037 1804 200 922 412 10 46 21 0 0 0 exposed b 12C 2.9 1.9 785 2261 1526 64 184 124 0 0 0 0 0 0 walls and c 13C 3.2 1.2 622 1959 728 0 0 0 64 202 75 88 277 0 103 0 partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 160 1.7 2.2 2091 3546 4655 210 356 467 48 81 107 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13A 0.0 173 2270 0 29 380 0 14 184 0 11 144 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 0 0 perimeterc19C1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 isdispl. for slab d a 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.5 8.5 357 9454 3039 32 847 272 38 1006 323 0 0 0 13 Subtotal loss=6+8..+11+12 36466 3873 2479 422 Less external heating 0 w«. Q ww< 0 0 ffww 0 0 f 14 Less transfer Duct loss 100 3647 100 387 100 248 100 42 15 Total loss = 13+14 40112 4260 2727 464 16 Int. gains: People @ 300 6 1800 0 0 0 0 0 0 0 0 0"*" 0 0 Appl. @ 1200 2'"•" 1800 0 17 Subtot RSH gain=7+8..+12+16 31291 3017 few 2298 R 103 0 Lessexternalcooling000Less transfer 0 0 0 0 18 19 Duct gain Total RSH gain=(17+18)*PLF 100 1. 00 3129 34420 10° 1. 00 302 3319 100 1. 00 230 2527 10° 1. 00 10 113 20 Air required (cfm) 2000 2000 212 193 136 147 23 7 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wree htse>ft Right -Suite Residential*'" 5.0.33 RSR26016 2000 Oet-Oct1Page 1 4 ACCA 2879REVO. rsr Page RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone. (407) 831-2665 MANUAL J: 7th Ed. of room LAUNDRY RM WIC SITTING RM MASTER BATH Length of exposed wall11.0 ft 19.0 ft 10.0 ft 11.0 ftjNameRoomdimensions15.0 x 6.0 ft 13.0 x 11.0 ft 10.0 x 10.0 ft 10.0 x 11.0 ft Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 It, heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg i Clg ft2) Htg I Clg ft2) Htg I Clg ft2) Htg I Clg ft2) Htg Clg 5 Gross a 14B 4.6 2.1 0 e», fwf« 88 f! l:ef f<Re er»! 80 O Rfff 88 0Exposedb122.9 1.9 0 f<» 0 fff« f!f< 0 Rff fRR Rfff walls and c 13 3.2 1.2 88 64 ff ff< 0partitionsd0.0 0.0 0 K.. 0 0 0 f!f! 0e f0.0 0.0 0.0 0.0 0 0 ffR< RR!» 0 0 lf.f f 0 fR. R,R! 0 R» 6 Windows and a 1C 37.0 0 0 0 0 16 0 591 0 16 0 591 1) R<R! glass doors b 8C 37.0 0 0'"*` 0 0 0""` 0 0 0 RfR! Heating c 9C 38.7 0 0 0 0 0 0 0 0d0.0 0 0 R<R 0.*» 0 0 0 0f0.0 0 0 0 ffff f*.. 7 Windows and North 25.2 0""< 0 0 0 0 0""* 0 0 0 0 0 0 0 glass doors ooling NE/NW ENV 0.0 62.5 0 0 0 0 0""" 0 0 0 0 16 870 SE/SW South 0.0 35.0 0 0""* 0 0 0 0 0 0 0 16 0 486 0*"' 0 0 0 Horz 0.0 0""` 0 0""` 0 0 0 0""" 0 8 Other doors all0l 14.7 9.9 18 265 179 0 0 0 0 0 0 0 0 0 0 0 0b0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 01 0 01 0 01 0 01 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 88 406 181 64 295 132 72 332 148 exposed walls and b 12C c 13C 2.9 3.2 1.9 1.2 0 70 0 221 0 82 0 64 0 202 0 75 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0e f 0.0 0.0 01 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0b c 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 11 Floors a 228 13.1 0.0 11 144 0 19 249 0 10 131 0 11 144 0 0Note: room b 198 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter is displ. c 19C d 1.1 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Floors) f 0.0 0.0 0 0 12 Infiltration a 26.5 8.5 18 477 153 0 0 0 16 424 136 16 4241136 13 Subtotal loss=6+8..+11+12 1106 856 1441 1491 0Lessexternalheating000 0 0 14 Less transfer Duct loss 10° 11 10° 86 10° 144 10° 149 1640 f 15 Total loss = 13+14 1217 942 1585 16 Int. gains: People @ 300 0 0 0 RRf 0 0 0 0 0 0<»» R 0 0 0 0 17 Appl. @ 1200 Subtot RSH gain=7+8,.+12+16 1 f«R 600 1014 0 f,fR RRR» 256 f«Rf 754 R«*. 1155 0 0 0Lessexternalcooling Less transfer 0 fff RRlR 0 R»» ff 0 ff,R RRf» 0 18 19 Duct gain Total RSH gain=(17+18)'PLF 10° 1.00 101 1115 10° 1.00 26 282 10° 1.00 75 830 10° 1.00 115 1270 20 Air required (cfm) 61 65 RRf 47 16 79 48 2 821 74 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr G f tsoFC Right -Suite Residential" 5.0.33 RSR26016 2000-Oct-16 12:37:24 Page 2 ACCA 2879REVO.rsr RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room MASTER BEDRM MASTER HALL BAT FAMILY RM NOOK 2 Length of exposed wall 13.0 ft 0.0 ft 36.0 ft 5.0 ft Room dimensions 13.0 x 21.0 ft 6.0 x 5.0 ft 17.0 x 19.0 ft 5.0 x 17.0 ft43CeiingsCondit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. IHtg Clg ft2) Htg I Clg ft2) Htg I Clg ft2) Htg Clg ft2) Htg I Clg 5 Gross a 148 4.6 2.1 104 RwlR ffRf 0 Rffr RRRf 288 CA 144wy< ffff 40 O R«f f"f Exposed b 12 2.9 1.9 0 fRRR ffff 0 ffff RRwf 0 ffff fff< O fRRw fR* walls and c 13 3.2 1.2 0 0 0 partitionsd0.0 0.0 0 f< ff.R 0 fR.. ff!« 0 0 f« 0 ef 0. 0 0. 0 0. 0 0. 0 0 0 RffR fff} 0 0 fRf« RffR 0 f<Rf 0 Rflw 6 Windows and a 1 C 37.0 16 591 f< 0 0 0!"' 0 ffff 0 53 0""" 1959 Rrrf 0 0 wr} r glass doors b 8C 37.0 0 0 f. w 0 0***" 0 0 0 0 Heatingc9C38.7 0 0 0' 0 fl.R 0 0 Rf.. 0 0 wf.w 0 0 de 0. 0 0. 0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 fwf 0 0 f}Rw 0 0 ffff 7 Windows and North 25.2 0 0 0 0 0"""` 0 0 0 0 0 0 glass doors ooling NE/ NW E/ W 0. 0 62. 5 0""'" 16 0 870 0""' 0 0 0 0'"" 53 2883 0 0 SE/ SW 0.0 0""" 0 0 0 0 0 0 0 0 0 0 0 0 SouthHorz 1 35. 0 0. 0 0""'* 01 0 0 0 0""' 0 0 0 0""* 0 8 Other doors a 101 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 88 406 181 0 0 0 235 1083 484 40 184 82 exposed b 12C 2.9 1.9 0 0 0 0 0 0 64 0 184 0 124 0 0 0 0 0 0 0 wallsandpartitions c 13C d 3. 2 0. 0 1. 2 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 0 0 0 0 0 0 323 548 719 85 144 189 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 13 171 0 0 0 0 36 472 0 5 66 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter isdispl. c 19C, d 1. 1 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 floors) f 0.01 0.0 0 0 0 0 0 12 Infiltration a 26.5 8.5 16 424 1361 0 0 0 53 1404 451 0 0 0 13 Subtotal loss=6+8.,+11+12 1591 0 5650 394 Less external heating 0 f} w 0 f. R 0» ff 00 ff. 14 Less transfer Duct loss 100 0 159 10 OA0 0 f»} 100 565 100 39 15 Total loss = 13+14 1750 0 6215 433 16 Int. gains: People @ 300 1 300 0 0 4 R**' 1200 0 0 0 0 17 A 1200 pP . @ Subtot RSH gain=7+8..+12+16 0 f.} f fff, 0 1488 0 Rf« f fff* 0 0 0 Rff ffRf 5862 fR ff< f 272 Less 0 0 externalcoolingLess transfer 10° 0 Rf"` 0 ffff 0 fffr 0 18 19 Duct gain TotalRSHgain=(17+18)*PLF 1.00 149 1637 100 1. 00 0 0 100 1. 00 586 6448 100 1. 00 27 299 20 Air required (cfm) 87 95 0 0 310 375 22 17 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. t wry htsC ft Right -Suite Residential"" 5.0.33 RSR26016 2000-Oct-16 12:37:24 06k 2879REVO.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 J: 7th Ed. 1 Name of room KITCHEN DINING RM BEDRM 2 UP BATH RM 2 Length of exposed wall 7.0 ft 7.0 ft 28.0 ft 11.0 ftj4MANUAL3Roomdimensions7.0 x 17.0 ft 7.0 x 17.0 ft 16.0 x 12.0 ft 11.0 x 13.0 ft Ceiings Condit. Option 8.0 ftheat/cool 8.0 It heat/cool 0 ftheat/cool 8.0 ft heat/cool TYPE OF HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE ICS NO. HtgClg ft') Htg Clg I W) Htg Clg ft') Htg Clg ft=) Htg Clg 5 Gross a 148 4.6 2.1 56 Rfff ff". 56 0 fR. f Rff 0 96 RR, f 0 0 Exposed b122.9 1.9 0 0 fff« 0 f««R Rf< 128 8 80, wallsandc133.2 1.2 0 0 w w partitions d 0.0 0.0 0 0 f ffRf 0 f<f e 0. 0 0.0 0 0 fw f 0 0 ffff f«f« 0 O fffR wf»f 0 f.<» f« f 0. 0 0.0 6 Windows and a 1C 37.0 10 370 23 850 RRwf 15 0 554 0 0 0 0 ffRR glass doors b 8C 37.0 0 0""' RffR 0 0 0 0 fRf« 0 0 f«<f 0 fR«f Heating c 9C 38.7 0 0 0 0 wRff 0 0 Rff. 0 0 fw.R 0 0 Rf«f d e0. 0 0.0 0 0 0 0 0 0 fff< 0 0 wfff f 0. 0 0 0 f.<« 0 0 ff«. 0 0 0 0 wfff 7 Windows and North 25.2 10 204 23 469 0 0 0 0 0'*`" 0 0 lass doorsoolingNE/ NW E/W 0.0 62.5 0 0 0 0 0 0 0 0 0 15 ffff 816 0 0 SE/SW 0.0 0 0 0 0 0 0 0""" 0 South 35. 0 0 0 0"""" 0 0""' 0 0`""' 0 Horz 0. 0 0 f« 0 0 ff.w 0 0 ffff 0 0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 9 Net a 148 4.6 2.1 46 212 95 33 152 0 68 0 0 81 0 233 0 157 0 0 0 0 0 0 exposed wallsand b 12C c 13C 2.9 3.2 1.9 1.2 0 0 0 0 0 0 0 0 0 0 128 403 150 88 277 103 partitions d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 119 202 265 119 202 265 192 326 427 143 243 318 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d e0. 0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 226 13.1 0.0 7 92 0 0 7 0 92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: roomperimeterb 19B c 19C 1.3 1.1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slabfloors) a f 0. 0 0.0 0 0 0 01 0 0 0 0 0 0 0 0 12 Infiltration a 26.5 8.5 10 265 85 23 609 1961 15 397 1281 0 01 0 13 Subtotal loss=6+8..+11+12 1140 1905 1914 520 0 f Less external heating 0 0 f""* 0 0 0 14 Less transfer Duct loss 10° 0 114 10 Oil 0 190 Rfff 10° 191 100 52 15 Total loss = 13+14 f.<« 1254 w..f fff 2095 f<w f«.f 2105 R<w» fR,« 572 16 Int. gains: People @ 300 0 0 1 300 0 0 0 t" 0 0 0 0 0 0 17 Appl. @ 1200 Subtot RSH gain=7+8..+12+16 1 f"* 1200 1849 0 1298*'" 1678 421 0 f" 0 0 0 Less external cooling Less transfer wf ff"" 0 Rf 0 RRff R.f« 0 18 19 Duct gain Total RSH gain=(17+18)*PLF 10° 1. 00 185 2034 10° 1. 00 130 1428 10° 1. 00 168 1846 10° 1. 00 w"" 42 463 20 Air required (cfm) 63 118 104 83 105 107 291 27 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr CPubSOft Right -Suite Residential *"5.0.33RSR26016 2000-Oct-1612:37:24 ACCA 2879REVO. rsr Page 4 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 log COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room UP STAIRS\CLOST ACTIVITY RM BEDRM 4 BEDRM 3 2 Length of exposed wall 10.0 ft 10.0 x 5.0 ft 49.0 ft 23.0 x 20.0 ft 15.0 ft 15.0 x 10.0 ft 28.0 ft 16.0 x 12.0 ft3 4 Room dimensions Ceiings Condit. Option 0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft2) Htg Clg ft2) Htg Clg ft2) Htg Clg ft2) Htg Clg 5 Gross Exposed a 14 b 12 4.6 2.9 2.1 1.9 0 0 RRR! RR O 352 HfR RwR 0 120 RRR: RRRf O 224 RRf! RRRR R, RRRR walls and c 13 3.2 1.2 80 40 0 0 0 0 partitions d 0.0 0.0 0 0 0 R,R, RRR 0 RRR, 0 e f 0.0 0.0 0.0 0.0 0 0 RRRR 0 RRRR RRR 0 RRRR 0 RRRR 6 Windows and a 1C 37.0 0 0 90 3326 15 0 554 0 15 554 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 RR 0 0"*" Heating c 9C 38.7 R R 0 0 0 0" 0 0 0 0 d 0.0 0 0 0 0 0 fj 0.0 0 0"*` 0 7 Windows and North 25.2 0 0 53 RRR« 1552 13 269 0 0 0' 0 0glassdoors Cooling NE/NW E/W 0.0 62.5 0'«" 0 RRR 0 0 0 30 0 2622 0 0 0 15 816 SE/SW 0.0 0 0 0 0 7 0 334 0' 2 0 55 0 0 0 0South Horz 35.0 0.0 0 0*"` 0 0"' 0 0 0 0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 9 Net exposed a b 146 12C 4.6 2.9 2.1 1.9 0 0 0 0 0 0 0 262 0 755 0 509 0 105 0 302 0 204 0 209 0 602 0 406 walls and c 13C 3.2 1.2 80 252 94 40 126 47 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d e 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 50 85 111 460 780 1024 150 254 334 192 326 427 0b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0f0.01 0.0 01 0 01 0 0 11 Floors a 22B 13.1 0.0 0 0 0 0 0 0 460 0 589 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room perimeter b c 19B 19C 1.3 1.1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab floors) a f 0.0 0.0 0 0 0 0 0 0 0 0 01 0 0 0 12 Infiltration a 26.5 8.5 01 0 01 90 23831 766 15 397 128 15 397 128 13 Subtotal loss=6+8..+11+12 337 7959 RRR, R,RR 1508 RRR RR,f 1879 0 R .RLessexternalheatingRRR, 0 Q RR, 0 0 R.R. 0 RRRR 14 Less transfer Duct loss 10 Oil 0 34 100 0 796 100 151 100 188 15 Total loss = 13+14 RRRR 370 RRRR 8755 1659 2067 16 Int. gains: People @ 300 0 0 0 RRR, 0 0 0 0"" 0 0 0 0 0 0 17 Appl. @ 1200 Subtot RSH gain=7+g..+12+16 0 fRRR 0 205 0 fRR IrR 6850 RR„ RR.. RRR Ryr" 990 RRRf RRR, RR 1777 0Lessexternalcooling Less transfer 0 0 0 0«•• RRR 0 0 RRR 0 18 19 Duct gain Total RSH gain=(17+18)"PLF 10° 1.00 R*` 20 225 10° 1.00 685 7540 10° 1.00 99 1089 10° 1.00 178 1955 20 Air required (cfm) 18 13 R*" 437 438 83 63 103 114 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsoft Right -Suite Residential`"' 5.0.33 RSR26016 2000-Oct-16 1Page 5 ACCA 2879REVO.rsr Page 5 RIGHT-J WINDOW DATA 91 DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-97 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING RM a n w a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 54.4 32.0 0.0 FOYER a n w a c n 0 n 1 1 90 1.0 4.0 7.0 8.0 87.4 8.0 0.0 a n w a c n 0 n 1 1 90 1.0 4.0 5.0 2.5 87.4 10.0 0.0 LOWER STAIRS LAUNDRY RM WIC SITTING RM a n s a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 30.4 16.0 0.0 MASTER BATH a n e a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 54.4 16.0 0.0 MASTER BEDRM a n e a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 54.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n e a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 54.4 53.0 0.0 NOOK KITCHEN a n n a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 20.4 10.0 0.0 Wt"Igi1tSoft Right -Suite Residential*"' 5.0.33 RSR26016 2000-Oct-16 12:37:24 Page 12879RErsr DINING RM a n n a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 20.4 23.0 0.0 BEDRM 2 a n e b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 54.4 15.0 0.0 UP BATH RM UP STAIRSICLOST ACTIVITY RM a n w b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 87.4 30.0 0.0 a n S b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 46.4 60.0 52.8 BEDRM 4 a n S b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 15.0 13.2 BEDRM 3 a n e b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 54.4 15.0 0.0 Right -Suite ResidentialTM 5.0.33 RSR26016 Wi1Qilt5Clft2879RE rsr 2000- Oct-16 12:37:24 Page 2 OPT. WIT '/WB LIGHT IIIPQOR I ,n. 3 F IQ %ALA2y LA IN 6mla LIGHTS 0 - J k SHR EN II W/ CLOGY II Ic iY 17b I BATH OPT. II II Lk HT WITH UV II ENLARGED 54 3U t3TFl 1/( I Kl L VJ J F- c 1 0 1 G2 PL, = Dw Y16I u r n qIl h r I pctiYEt< SINKIWPIBP P N VOL RE4 iI 1 II i P I WIGAAC1LL.1 DISC. lO_ fl• I CONP. 14 Ukl a i 01r A",IIQ. i To PANEL Id>< ABOVE FIELD VERIFY ELEC. 1 LL.if.f 1 Q 1-1 FIELDTERFIELDIELD VERIFY OUTLET FOR GO.O. CL p I 32 A A - " COACH LIGHT Fi c5 p l oD P- H ELECTISWITCH THREE FOUR u CEILft I BRACK Jr TRACK GARBA WOKM My OL Iw7V DU WATERY J20V O 1/2 ft T 6PEG1,! TELEVI, TELEPF FLOUR[ DOWN L ADJUST iIIII II II II F I I I I I I I I I 3 d 2;rw II uJJ hla- 1' L1zu-'t" u i1;10(11 lu IIIUII t LL JI x p I I I Pigr e,Y al f'&UI z _J f l IY I` IY i lu l II II II II II II II i II i I I ( - II I 1-1------LJ Pend PD09- I`' Iar) 'W D74G r, -4i:a- 15r9s G . 1911,14 Flint-t P. I CITY OF SANFORD PLUMBING PERMIT A1313LICATION flumnit Number: t tie undersigned hereby apphreLs lor a permil to install the following plumbiny: Owner's Name; Address of Job: Plumbiny conlri Residential: ` Non -Residential: Wdition, Allegation, Pepair Residential a PJon f"iesidenlial) Number Mlount New Hesidnntial:_ __ Ona Water Closet llunaAddil 1Nalsr t:loset Cornrnsreial: Minirrrurn Permit Fce $2S o Fixtures, Fluur Urain, Trap serrrer 1 ipirty Water f'i in Gas Piprna Manufactured 13uildiny Ilnc„flF+tiU I J( WC(k; Application Fee: 10.00 02;y By Signing this application I ain slating Mal I am hi compliance with city of Sanford Plumbing Code. Appl?tdr's iynaluce Stale Licensc Number 7 a15 Wyeria1111IMIM1Inoue Room MINIM Mwin THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D. R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D. R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MA" N” MORBEs CLERK OF CIRCUIT COURT SEMINGLE COUNTY SK 04334 PO 1896 CLERK' S N 2002836878 RECORDED SE/ES/ESE 1E156147 PM RECORDING FEES 6.00 RECORDED BY L Woodley NOTICE OF COMMENCEMENT Prepare in duplicate) 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 the Notice of Commencement. Description of property: Lot( s) 96, 97, 101 and 102 Bakers Crossing Phase l Plat Book 60, Page(s) 27- 29, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner( s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner' s interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety ( if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D. R. Horton, Inc. 0 by:-^-- Robert A. Lawson, Assistant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this / day of 4,& ,20OZ- by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a aewareCorporation, on behalf o ion. thecorporation. He/ She is personally known to me. PAtRICIA L. o4l COULTON or nr o My Comm Exp. 7/26/2002 t'U6LICaNo. CC 762427 3-Alke Wgwn II Cow 1.0, Notary Seal Y K, A.B. IDESIGN GROUP. INC. 1441 O.R. 0427 NORTH LON4MW000. FLA. 32730 PH., (407) 774-6076 FAX, (407) 774-4078 BAKERS CROSSING LOT# 97 2879"-L REVISED SQ.FTG. SQ.FT. CALC.'S LIVING (IST.) 1708 S(). FT. LIVING (2ND.) 1104 IS FT. TOT. LIVING 2872 SQ. FT. GARAGE 401 SQ. FT. ENTRY 21 SCE). FT. PATIO 5-1 SCE. FT. TOTAL 3348 SQ. FT. OPT. LANAI 120 IS FT. 4210 4 2ge 3/l/02 Limited Power Of Attorney I hearby name and appoint: Craig Coulton and {C.2;'`l rL each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and aRply t The Building Dept. of: C to 0 For a residential permit for work to be performed at: 16USCross"0Lot # : "; -" Subdivision Address: '215 ?C\G P 6 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrum tit was acknowledged before me this p .., 7 By: Richard B. Date: I, Who is per I kno n tome. Stat, Cou Ladd ( Contractor ) PATRICIA L WULTTON Tie r TAO o MY Comm tea• 7/24r?nr 2 No. CC 762427 Aersor4yy Known ( I Other(. a Notary Seal CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: El a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components of wall section. e. Framing plan for floor joists where conventionally framed. Plan to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footagev Garages/Carports 4_S.F. Porch(s)/Entry(s) -- S.F. Patio(s) S.F. Conditioned structure S.F. Total (Gross Area)S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, FI (407) 665-3600. e. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNEWBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE L 41ByOwnerorAuthorized Agent) I'AP EEC""" CCaNT'R+C L. Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name DR HORTON Address 6250 HAZELTINE NATL DR City/State/Zip ORLANDO FL 32822 Phone & Email Sentricon' Colony lluntution System Quarterly Payment Amount s 75.00 First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result in the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip_ Phone & Email INSTALLATION ADDRESS: _-" ` ik'l. i N SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: PERMIT BOX DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN THE RJELATIONSHIP OF THE PARTIES. Apex Representative Signature Date Customer or Agen Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and 4. during those years, inform the Customer of: a. any new or increased termite activity noted at the Stations b. anv addition or removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may be maintained for the LIFETIME of the identified property subject to the terms and conditions of this agreement fors 75.00 per quarter (3rno period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10%, per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under the area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY 14AS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY. Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any kind, and in no event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS- Customer understands and agrees that (I)it is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatment may have and (2)it is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy orsensitivityconcerningodors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteinfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and; (5)retrieve, or advise DowElanco or its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (I)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or suppliesoccurs, the Customer will immediately notify Apex in writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change in applicable law as it pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfilling its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)ternrite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all the provisions of the Uniform Arbitration Act as in force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. Theproceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or its designee. The arbitrator will have the complete power to determine all issues of fact and law, and any determination of the arbitrators will be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis, and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties and no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the initial date of installation, terminate this Agreement and be relieved of any liability hereunder if Apex determines, in its sole discretion, that it is unable to prevent or stop further damage to Property from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately in writing to The Apex Corporate Office. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the identified Property for any purpose contemplated by this Agreement, including but not limited to re -inspection, whether the inspection was requested by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from its effective date. After this initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a $50:00 transfer fee payable to Apex within 30 thirty) days of the transfer of the treated Property. Trademark of DowElauco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813-221-2847 800-929-2847 888-764-2847 877-459-2847 CITY OF SANFORD PERMIT APPLICATION Permit No.: t — '5'` Job Address: Parcel No.: Date: 6 1 t 0 2- Attach Proof of Ownership & Legal Description) Description of Work: Type of Construction: Flood Zone: Valuation of Work: $ Type: i,' Residential Number of Stories: Number of Dwelling Units: Zoning Owner. Address: Commercial Industrial Total Square Footage: 5 4 City: State: Zip r , W Phone No.: ..- _ v g r Fax No.: x - 7_. Contractor:'1 Address: 6-I' c +11E. i+t- I..4. 1 City:a , tag`; `' State:._E Zip: '.'rK:?.... State License No.: Phone No.: =7 - air..' Fax No.: 1,c Contact Person: Phone No.: Title Holder (If other than Owner): L l Address: Bonding Company: Address: Mortgage Lender:_ Address: Architect Address: Phone No.: Fax No.:i- _}{ - r- 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 ofthe 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 ofthis county, and there may be additional penn its required from other governmental entities such as water management districts, state agencies, or federal agencies. I Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. i Signature of Owner/Agent Date ignature of Contractor/Agent Date Print O er/Agen s Name Print C ctor/ gent's N I'rIcrtar ZStiie gnbivrida Date Sig tore of Notar`ltat tt Florida Date ti 7f2Q2002 A my Comm EV. F 9F fai r"ri7ftlClri L. (Ui1L7UN1 w No. CC 762427 t C!'n "¢ARY pi M00.. (.Q. + PUBLIC, f Y GCt )r1 7 i ,,tudtetiy i4na+4n I1 124'2002 6 r+cmif t 1 Cary ! u p Owner/Agent is _ Produced ID Personally Known to Me or Contractor/Agent is *' Personally Known to Me or Produced ID APPLICATION APPROVED BY: /-- Date: -Z - `2.6 -' Special Conditions: MiTek' August 30, 2001 MiTek Industries Inc 16472 Segovia Circle North Pembroke Pines, FL 33331-4627 USA Fax (954) 680 4395 Phone (954) 680 6909 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 2000 software. Pages or sheets covered by this seal : I1297479 thru I1297506. Total: 28 drawings. Job DR2879D Builder D.R. HORTON Location BAKERS CROSSING, LOT 97 County SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61GI5-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 28 Truss drawing. 2) Truss Index. August 30, 2001 Junaidie Buc-Liman, PE 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 building designer, per ANSI/TPI 1-1995 Sec.2. r TRUSS INDEX OF JOB DR2879D Trusses included = 28 0,"\dr2879d\a.tre" 11297479 1,"\dr2879d\a11.tre" 11297480 2,"\dr2879d\a7.tre" 11297481 3,"\dr2879d\a9.tre" 11297482 4,"\dr2879d\agab.tre" 11297483 5,"\dr2879d\b1.tre" 11297484 6,"\dr2879d\bgab.tre" 11297485 7,"\dr2879d\bgab2.tre" 11297486 8,"\dr2879d\c.tre" 11297487 9,"\dr2879d\cgab.tre" 11297488 10,"\dr2879d\d.tre" 11297489 11,"\dr2879d\dgab.tre" 1 1297490 12,"\dr2879d\dgab2.tre" 1 1297491 13,"\dr2879d\e.tre" 11297492 14,"\dr2879d\e1 Are" 1 1297493 15,"\dr2879d\f19.tre" 11297494 16,"\dr2879d\f22.tre" 11297495 17,"\dr2879d\f22a.tre" 11297496 18,"\dr2879d\f23.tre" 11297497 19,"\dr2879d\fg.tre" 11297498 20,"\dr2879d\j.tre" 11297499 21,"\dr2879d\k.tre" 1 1297500 22,"\dr2879d\k1.tre" 11297501 23,"\dr2879d\l.tre" 11297502 24,"\dr2879d\11.tre" 11297503 25,"\dr2879d\m.tre" 11297504 26,"\dr2879d\m1,tre" 11297505 27,"\dr2879d\s.tre" 11297506 30, 2001 WARMNG • VerM design parameters and READ NOTES ONTHIS AND RSVERSE SIDE BE"RE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not buss designer. Bracing shown Is for lateral support of Individual web members only. Addtlnol temporary bracing to Insure stability during construction Is the lesponsibillty of the erector. Additional permanent bt'ocing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control. storage, delivery, erection and bracing, consult OST•88 Quality Standard, DS%-89 Bracing Specification, and HIS-91 M iTek® Handling Installina and %racing %ecommendallon available from Truss (Plate Institute, 583 D'Onohto Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 . * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions ore in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. e J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC2C3other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ; ; 0 joint and embed fully. Avoid knots and wane plates 1 /8' from outside edge of 0 O a r 1: truss at joint locations. and vertices( web. 0 a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromClpanel adjacent joint,) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7, Camber is a non-structural consideration and Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeke engineer. 15. Care should be exercised in handling, TM ,1 tvml 'e PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc . PCLIP FORM018,019 G!fGANG -NAIL ® #"PC.A I r Jo` -'truss Truss Type y y ORTON 11297479 DR2879D A ROOFTRUSS 19 1 optional FAN, L —G 0 —,-FL s Aug-22-2DOT-ViTek Industries, Inc. Wed Aug age 6-0.12 11-7-0 17_1-4 23-2-01---- I 1-0-0 6-0-12 5-6-4 5-6.4 6-0-12 Scale = 1A2.8 4x6 = 4 6.00 12 2x4 \\ 2x4 3 5 6 2 0' Iv O O 3x4 = 8 7 3x4 = 3x4 = 5x6 = 7-10-13 15-3.3 23-2-0__—_ 7-10.13 7-4-5 7-10.13 a'late LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) -0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7 8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9 5-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1078/0-1 8, 2=1169/0-4 0 Max Horz 2=144(load case 3) Max Uplift6=-345(load case 4), 2=-437(load case 4) FORCES (lb) First Load Case Only TOP CHORD 1 2=17, 2 3=-1700, 3-4=-1475, 4-5=-1485, 5 6= 1713 BOT CHORD 2-8=1507, 7-8=1037, 6-7=1525 WEBS 3 8= 351, 4 8=529, 4-7=546, 5-7=-367 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 6 and 437 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard pitI B 4 into, 4 5161 3 STATE OF to August 30,2001 WARNING - VerVy design parameters and READ NOTES ON TIM AND REVERSE SIDE HEPORE ESE. eiiinOD Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design porametefs and proper Incotpotation of component Is iesponslbllBy of building designer - not huss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to insure sfabiuty during construction Is the iesponslblllty of the elector. Additional permanent bibcing of the overall shuctute Is the responsibility of the building designer. Fat genetal guidance Iegaiding lobildatlon, quality conhol, storage, delivery, erection and bracing, consult QST-ee Quality Standard, DSB-89 Bracing Specification, and HID-91 M iTek0HandlingInstallinaandBracingRecommendationavailablefromTrussPlateInstitute, 683 D'Onolilo Dilve, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION t'/s * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, 148„ ye„ 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING 9riA Indicates location of joints at which bearings (supports) occur. Ik FORM016,019 WISC/DILHR 870040-N, 930013-N, 910080-N Nii MiTeke OfYORO,A/R General Safety mates Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane os at joint locations. as 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. µ PANEL CLlP © 1993 Mitek Holdings, Inc. T Job Truss Truss Type y y T RORTOfS — 1 11297480 DR2879D r A11 ROOFTRUSS 1 1 optional) ACCU!PA, LONGWOO 4.201 5H1 s Aug I I eK industries, Inc.. ed Aug23OT33 age I.1.0-0, 5-9-4 F 11-0-0 112-2-0 1 17-4-12 —_ T 23-2-0 _ 1-0.0 5-9-4 5-2-12 1-2-0 5-2-12 59-4 Scale: 114"=l' 4x6 = 4x6 = 4 5 6.00 12 3x4 i 3x4 n J 2 1 Iv a o 3x4 = 11 10 9 8 3x4 = 2x4 11 3x4 = 5x6 = 2x4 11 5-9-4 11-0-0 12-2-0 17-4-12 23-2-0 5.9-4 5-2.12 1-2.0 5-2-12 5.9-4 Plate Offsets LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) -0.07 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10 11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/dell = 360 Weight: 116 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.5.13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 93 15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 7=1071/0-4.0, 2=1167/0-4.0 Max Horz 2=139(load case 3) Max Uplift7=-340(load case 4), 2=-438(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 2=34, 2 3=-1919, 3-4=-1341, 4-5=-1124, 5-6=-1342, 6-7= 1933 BOT CHORD 2 11=1624, 10-11=1624, 9.10=1124, 8-9=1638, 7-8=1638 WEBS 3 11=132, 3-10=-579, 4-10=336, 5 9=340, 6 9=-595, 6 8=141 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 7 and 438 Ib uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard pi ++ pjC13 No. 45161 iO rAi of ,• ' e r.e.•e4" August 30,2001 WARNING - Wrt y design pararnatere and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. "seM® Design valid for use only with Milek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. for general guidance regarding fabroation, quality control, storage, delivery, erection and bracing, consult OS7-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® ReHandlingInstallingandBracingcommendation ovallable from Truss Plate Institute, 683 D'Onofrio Drive, Madison, At 53719. Symbols PLATE LOCATION AND ORIENTATION 1 3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. 1 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mffek/Gang-Nall Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-NBEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko FOR M016,019 j&Generel Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a; joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at }14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and Vocation dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Tole russ Ply TON 11297481 DR2879D 1 A ROOFTRUSS 1 1 optional) 2 s ug I ek Industries, Inc. Wed Aug 2 age 1 1-0-0T 3-9-4 7-0-0 11-7-0 1 16.2-0 19-4.12 I 23-2-0_— 1-0-0 3-94 3.2-12 4-7-0 4.7-0 3-2-12 3-9-4 Scale = 1:41.3 5x8 = 2x4 11 5x8 = 4 5 6 6.00 12 2x4 / 2x4I 7 00 M 8j 3x8 = 11 10 9 3x8 = 3x4 = 5x8 = 3x4 = 1 7-0-0 11-7-0 ------- ---16-2-0 _ —i---- 23-2-0--- _I 7-0.0 4-7-0 4-7-0 7-0-0 Plate Offsets LOADING (psi) SPACING 2-0.0 C51 DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.52 Vert(LL) 0.18 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.28 10-11 >971 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.11 8 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/dell = 360 Weight: 121 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3 1-0 oc purlins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4 10 7 oc bracing. BOT CHORD 2 X 4 SYP No.213 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=2176/0-4 0, 2=2267/0.4.0 Max Horz 2=103(load case 3) Max Uplift8= 948(load case 4), 2=• 1040(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=17, 2-3=-4192, 3 4=•4021, 4 5=-4291, 5-6= 4291, 6-7=-4021, 7 8= 4192 BOT CHORD 2 11=3696, 10 11=3645, 9 10=3645, 8 9=3696 WEBS 3 11= 96, 4 11=814, 4 10=814, 5-10= 797, 6 10=814, 6-9=814, 7-9= 96 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 948 lb uplift at joint 8 and 1040 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. 6) Girder carries hip end with 7-0.0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 613.41b up at 16-2-0, and 603.21b down and 613.41b up at 7-0.0 on bottom chord. Design for unspecified connection(s) is delegated to the buildingdesigner. pyrQiE13 d LOAD CASE(S) Standard : 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=.74.0, 4-6=-160.3, &8=-74.0, 2-11=-20.0, 9-11=-43.3, 8 9= 20.0 N0, q.y161ConcentratedLoads (lb) dCCVert: 11=•603.2 9=-603.2 C ie d U . .1'ATE OF .- ct S mot ''• 3NAL August 30,2001 Y WARNING - VerVy design panxmeters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. s01111Irr. ® Design valid for use only with Mllek connectors. This design Is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Appllcdbllity of design parometers and proper Incorporationisofcomponent iesponslblllty of building designer - not truss designer. Bracing shown is for ioferal suppod of individual web members only. Additional temporary bracing to Insure stability during construction is the iesponsibillty of the erector. Additional permanent bf'ocing of the overall shucture is the responsibility of the building designer. For general guidance regarding fabilcotion, qualify control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 M iTekQDmHandlingInstallingandBracingRecommendaltonavailablefroDustBiotaInslRule, 683 D'Onoelo Ddve, Madison, WI63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13 A *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply I , Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2, Cut members to bear tightly against eachcac3 other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 3 K a ; joint and embed fully. Avoid knots and wane plates r!s" from outside edge of 0 o at joint locations, truss and vertical web. a 4P Unlessotherwisenoted, locate chords laces o at 114 panel length(+ 6" from adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and M11' ek/Gang-Nail Joint/Plate Placement Chart. FARTH EST TO TH E LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, toslots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP o russ TrussTpe ty y HORTON—' 11297482 DR2879D + A9 t ROOFTRUSS 1 1 optional) 1720Y— s Aug=OUI MiTekn us ries, Inc. Wed Aug 3:552 age 1-0.0 4-9-4 9-D-0 14-2-0 18-4-12 23-2-0 1-D-0 4.9.4 4-2.12 5-2-0 4-2-12 4-94 Scale = 1:41.4 4x6 = 4x8 = 4 5 i 6.00 r12 2x4 / 2x4 3 / 6 7 3x4 = 9 8 3x4 = 3x8 = Sx6 = 9-D-0 14-2-0 _—_—_ 23-2-0 9-M 5.2-0 9-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.07 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7.8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.9.0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8 8 11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1073/0 4 0, 2=1164/0-4-0 Max Horz 2=121(load case 3) Max Uplift7=-343(load case 4), 2=•435(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1756, 3 4= 1422, 4 5=-1280, 5 6= 1422, 6 7=-1756 BOT CHORD 2 9=1553, 8-9=1280, 7 8=1553 WEBS 3-9=-318, 4 9=284, 5 9=-0, 5-8=284, 6-8=-318 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 343 lb uplift at joint 7 and 435 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard t N0.451f1 aci '!VSTATFOF .• 4, onra. August 30,2001 AWARNING - Veryk design parameters and READ NOTES ONTws AND REVERSE SIPS SEPORE use. Design valid for use only with MITek conneclots. this design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Appllcablllty 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 Inswe stability during construction is the Iesponsiblllty of the erector. Additional permanent bi)3cing of the overall structure Is the responsibility of the building designer. For general guidance regarding fobrlcatlon, quality control, storage, doNvety, erection and bracing, consult CST-88 Quality Standard, OWN Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendatlon available from truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION i )/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 8•• Ye„ 0 ir For 4 x 2 orientation, locate plates 1/8' from outside edge of a0trussandverticalweb, 10 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing, J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHESTTOTHE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, e MTek" FORM018,019 apt' ® N•./Ii01I!//® j,General Safety dotes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, TM erection and installation of trusses. -0 PANEL CLIP © 1993 Mitek Holdings, Inc. T russ Truss Type y yHORTON 11297483 DR2879D t AGAB 1 1IROOFTRUSS optional) 2IOOTDTF .201 s ug i eindustries, nc. a ug age I-1-0-0 { 6.0-12 11-7-0 17-1.4 23-2.0ii 1-0.0 6-0-12 5.6-4 5-6-4 6.0-12 Scale = 1:42.8 4x6 = 4 6.00 52 / 3 5 6 2 Ic1Slo 3x4 = a 7 3x4 = 3x4 = 5x6 = 7-10-13 15-3-3 23.2.0 7-10.13 7-4-5 7.10.13 Plate se s 0, 0- LOADING (psf) SPACING 20.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) -0.07 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) 0.18 7.8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/dell = 360 Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-5-7 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1078/0-1 8, 2=1169/0-4-0 Max Horz 2=144(load case 3) Max Uplift6= 345(load case 4), 2=-437(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 23= 1700, 3-4=-1475, 4 5= 1485, 5 6= 1713 BOT CHORD 2 8=1507, 7-8=1037, &7=1525 WEBS 3 8= 351, 4.8=529, 4-7=546, 5-7= 367 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTekStandardGableEndDetail' 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2.0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 6 and 437 lb uplift at joint 2. 8) This truss has been designed with ANSI/TPI 1- 1995 criteria. p, 13r LOAD CASE(S) Standard ...r% C' N0.4 5161 i k OVAS O R 10,'` August 30,2001 WARMNO - VerVy design pararrseters and READ NOTES ONTH7S AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. this design Is based only upon parameters shown, and Is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not huss designer. Biocing shown Is for Wolof support of Individual web members only. Additional temporary bracing to Insure stability duiing construction Is the responsibility of the erector. Additional permanent bil3cing of the overall structure Is the responsibility of the building designer. For general guidance regarding fobtication, quality control, storage, delivery, etecllon and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onottb Drive, Madison, W153719. MiTek® Symbols Numbering System eneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property P/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. e J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc ca other. O WEBS J5 or 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ; ; Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of a O a u at joint locations. truss and vertical web, o a 4. Unless otherwise noted, locate chords (icesP o at /4 panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTekQD engineer. 15. Care should be exercised in handling, i PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc.. CLiP FORM016, 019 @ T Job russ I russ ype y y TTORTON 11297484 DR2879D I B1 MONO SCISSOR 25 1 optional) 4.201 —ART sAug -2 I ekin ustries,lnc.- Wed -Aug 29 0T3336200f-e F1-0-0 59-12 11-2-2 16-10.0 1-0-0 59-12 5.4.6 57.14 3X4 W/WEDGE Scale = 1:50.7 Sx8 i 6 I56.00 12 2x4 11 4 / e 5x6 i coN 7 2x4 II oBv 3x6 m —'! ' 9 3.00 F,21oT5x6 3x4 5-9-12 11-2-2 16.10-0 59-12 Sd-6 57-14 Plate Offsets e, LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.38 Vert(LL) -0.09 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 I Vert(TL) 0.14 8.9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.03 5 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 87 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 43-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7.0.12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 5=806/0.3-8, 2=872/0-8-0 Max Horz 2=480(load case 4) Max Uplift5=-405(load case 4), 2=-232(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1 2=15, 2.3=-1924, 3-4= 1048, 4-5= 1048, 5-6=-8, 5 7=55 BOT CHORD 2-9=1737, 8.9=1734, 7 8= 0 WEBS 3-9=109, 3 8=-747, 4-8= 399, 5.8=1355 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 lb uplift at joint 5 and 232 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard 13 r NO, 4 5161 O ; STATE OF AID ..at OR t r''` August 30,2001 tl WAMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. sssssno tlIt Design valid for use only with Mifek connectors. This design is based only upon parameters shown, and Is fof an Individual building component to be Installed and boded veftlaally. Applicability of design pofametefs and propel Incotpofotlon of component is responsibility of building destgnet - not toss deslgnet. Brocing shown is tot loterol support of Individual web members only. Additional tempofary bracing to Insure Vabllfty cluting constfuctlon Is the tesponslblllty of the etectot. Additional permonenl bRicing of the overall stluctufe is the tesponslblllty of the building designer. Fot genetal guidance tegatding fabrlcatlan, quality conhol, stofage, dellvety, erection and bfacing, consult QST•88 Qualify Standard, OSS-89 Pacing Specftatlon, and HD-91 Handling Installing and Bracing Recommendatlan m Travailablefrom Plate Institute, 683 D'Onofrb Dtive, Madison, WI53719. MiTek Symbols PLATE LOCATION AND ORIENTATION 13/14 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ Ya„ T' a rr 0 For 4 x 2 orientation, locate v plates 1/8" from outside edge of n0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 40" ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at 9 which bearings (supports) occur. 09 Nii 0 MiTek® FORM016,019 4A. IL:.@ HYDRD,41R AGeneral Safety totes Failure to Follow Could Cause Property Damage or Personal Injury l , Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 66Truss Truss Type y y RTONN j 11297485 DR2879D , BGAd MONO SCISSOR 1 1 o tional sAug I e n us r s,Inc. Wed Aug 29-07:33:57 2M age 1-0-0 5.9-12 + 11-2-2 16-1D-0I - i 1-0-0 5-9-12 5-4-6 5-7.14 3X4 W/WEDGE Scale = 1:50.7 5x8 6 5 2x4 11 6.00 r12 2x4 I I 2x4 2xa II mo 4 I v 2x4 II II 5x6 i jj 2x4 11 3 7 2x4 II 2x4 II 2x4 II 2x4 II B 2x4 II q e 3x8 2 i 2x4 II 9 3.00 122x4II o J/Lp•9 5x6 7:7 3X4 5.9-12 1 11-2-2 1-__111110 0 5-9.12 5.4-6 5.7-14 Plate Offsets e, :0- - LOADING (ppsf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.38 Vert(LL) •0.09 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) .0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) .0.03 5 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/dell = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3 6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7.0 12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 5=806/0.3-8, 2=872/0.8 0 Max Horz 2=480(load case 4) Max Uplift5=-405(load case 4), 2=.232(load case 3) FORCES (lb) - First Load Case OnlyTOPCHORD1.2=15, 2-3= 1924, 3.4=.1048, 4-5=-1048, 5 6=-8, 5 7=55 BOT CHORD 2-9=1737, 8.9=1734, 7.8=-0 WEBS 3 9=109, 3 8=-747, 4.8=-399, 5.8=1355 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail' 3) Gable studs spaced at 2 0.0 oc. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 lb uplift at joint 5 and 232 lb uplift at joint 2. 6) This truss has been designed with ANSI/TPI 1.1995 criteria. pp7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOADCASE(S) Standard .•(.P,;. No. 45161 b TOSTAT1, r .• jj/ K 0 R ID..''• NAL August 30,2001 WARNING- VarVy design par+asnatarx and READ NOTES ON THIS AND RIST7ERSE S[DE BEFORE USE. IMI 0 Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual bu9ding component to be Installed and boded veiticaily. Applbablllty of design parameters and proper lncoipotatlon of component is responsibility of bunding designer - not truss designer. Biocing shown is lot lateral support at Individual web members only. Additional temporary bracing to Insure stabWly during construction is the tesponslblllly of the erector. Additional permanent brbcing of the ovetall structure is the responsibility of the building designer. For general guidance regording tabrbatlon, quality control, storage, dellvety, etectlon and bracing, consult QST•88 Quality Standard, DSS-89 tracing SpeclIlcatlon, and NIB-91 MiTek® Handling Instaillno and Bracing Recornmendallonavallable ltom Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/,. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the seat. building designer, erection supervisor, propertysecurelyJ2J3J4 TOP CHORDS owner and all other interested parties.. C2 C3 2. Cut members to bear tightly against each other. M WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a e- joint and embed fully. Avoid knots and wane pates t/e" from outside edge of v a o_ at joint locations. truss and vertical web. a o d. Unless otherwise noted, locate chord splices at 114 length(+ 6" from C, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 18 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MiTek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 1011, ICBO 1591, 1329, 4922 SBCC{ 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING r1A Indicates location of joints at W which bearings (supports) occur. ME Mi! 0 MiTek" TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, _ erection and installation of trusses. A 1993 Mitek Holdings, Inc. FORM018, 019 OfYOROvA/R Job rues rues ype _ tyI y RTON 11297486 DR2879D r BGA62 ROOF TRUSS 1 1 option alLGW00 s ug I e n us nee, Inc. Wet g 29 age F1.0-015-10-8 11-2-8 16-10-0 1. 0.0 5.10.8 5-4-0 5-7.8 2x4 11 Scale = 1:53.2 11 2x4 II 2x4 11 10 6. 00 12 3x4 i 9 8 2x4 11 2x4 11 7 Y2 2x4 O 21 2x4 11 6 / 2x4 II Sx6 5 4 24 3 KI%I,20 3 2 / 3 2x4 II 11I 30 = 19 18 17 16 15 14 13 12 2x4 II 2x4 11 2x4 11 3x4 = 2x4 11 2x4 11 5x6 = 3x4 = F _ 8-6-8 Mil)-0 M- 8 B-3-8 Plate Offsets -3--!D 0- - LOADING ( psi) SPACING 2.0.0 C51 DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) -0.04 13.14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 13-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.02 12 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5.9.15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-4.14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 11 12 OTHERS 2 X 4 SYP No.3 REACTIONS ( lb/size) 12=764/0.1 8, 2=877/0.8.0 Max Horz 2=461(load case 3) Max Uplift 12= 348(load case 3), 2= 248(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1 2=35, 2-3= 1210, 3.4=-1136, 4 5=-1034, 5.6=-872, 6.7=-827, 7 8=-795, 8 9=-111, 9.10=-38, 10. 11=41, 11.12=-124 BOT CHORD 2 19=992, 18.19=990, 17 18=990, 16.17=990, 15-16=526, 14 15=526, 13-14=526, 12.13=526 WEBS 5-24= 383, 16.24=-417, 16.23=354, 22.23=424, 8-22=542, 8.21= 736, 20 21=-722, 12-20=-737, 10. 20=-94, 13.20=-72, 9.21=27, 14.21=7, 15 22=129, 7-23=-75, 6.24=6, 17 24=53, 4-18=90, 3. 19=- 56 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 it above ground level, using 5.0 psi top chord dead load and 5.0 psi bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 it with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. It cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumberDOLincreaseis1.33, and the plate grip increase is 1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 lb uplift at joint 12 and 248 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. y! Q1 LOADCASE(S) Standard NO, 451E1 ; tV STATEOFORIAugust 30,2001 J& WARNING - Ver-Vy design parameters and READ NOTES ON THISAND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. this design is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the iesponslblllly of the erector. Addiional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® HandlingInstatlingandBracingBecommendatlonavailablefromTrussPlateInstitute, 583 D'Onotrlo Drive, Madison, WI $3719. Symbols Numbering System AGenoral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/1. * Center plate on Joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property t 1/811 y J2 J3 J4 TOP CHORDS owner and all other interested parties.. cz c3 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q O joint and embed fully, Avoid knots and wane plates I/a" from outside edge of 0 y V at joint locations. truss and vertical web. 0 a 4. Unless otherwise noted, locate chard splices o f- at'/4 panel len th 6" from adjacent joint. length(' 1 joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FA RTH EST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17,08 Indicates location of required continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, _ erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO,4IR 1 o5— Truss ,rTruS yspePly IROOFTRUSS 11297487 DR2879D C 1 1 optional) AC( 14 WONT , F 201—SR1 s Aug 1 e n ustrines, Inc. Wed Aug 290T:33 58-20OT age 1-0-0, 5-2-4 r 9.10-D 14-5-12 -- - 19-8.0----120- 1.0-0 5-2-4 4-7-12 4-7.12 5.2-4 1-0-0 Scale = 1:37.3 4x6 = 4 6.00 12 i/ 2x4 2x4 5 3IT 3x4 = 8 3x4 = 5x8 = 9-10-0 i 19-8-0 _ _...-- 9.10.0 9.10.0 Plate Offsets - — — LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) -0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) 0.22 6 8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/dell = 360 Weight: 88 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-4-2 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10 0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1000/0 4-0, 6=1000/0 4-0 Max Horz 2=95(load case 3) Max Uplift2=-382(load case 4), 6=382(load case 4) FORCES (Ib) • First Load Case Only TOP CHORD 1-2=17, 2 3=-1360, 3-4= 991, 4 5=-991, 5 6= 1360, 6 7=17 BOT CHORD 2 8=1204, 6.8=1204 WEBS 3-8=-360, 4-8=531, 5 8=-360 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psi top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint 2 and 382 lb uplift at joint 6. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 13itr4f na k 4C NAI. August 30,2001 wARIYmNG - Verify design parameters and READ NOTES ONTFIIs AND REVERSE swir BEFORE USE. Design valld for use only with MITek connectors. lhis design Is based onty upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertically. Applicability of design paramelefs and proper Incotpotatlon of component Is responsibility of building designer - not buss designer. Bracing shown Is tot lateral support of Individual web member only. Additional tempoic ry bracing to Insure stability during construction Is the responslblllty of the efectot. Additional permanent brbcing of the overall stfuctufe Is the tesponslblllty of the building deslgnet. For general guidance fegafding tobficolbn, quality control, storage, dellveiy, erection and biacing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek Handling Installina and Braeing Recommendotlonavallabb from huss 58PlateInstitute, 3 D'Onoblo Dilve, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property e J2 J3 J4 TOP CHORDS owner and all other interested parties.. ca c3 2, Cut members to bear tightly against each14other, a WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 3 joint and embed fully. Avoid knots and wane plates/e" from outside edge of 0 a O at joint locations, truss and vertical web. o as o Unless4less otherwise noted, locate chord splices at I14 length(+ 6" fromC8C, panel adjacent joint.) This symbol indicates the BO'rTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek@ Cal TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, _ erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 HYDRO -AIR To - Truss Truss Type I Qty ly I 11297488 DR2879D CGAB ROOFTRUSS 1 1 o tional) As, ONGWOOD, sAug = I e n us Inc. WedWu-g-29-07-.33:59 20 1 Page 0-0 I 5-2-4 F 9-10.0 i 14-5.12 19-8-0 F20.8.0 1.0-0 5.2-4 4.7.12 4-7-12 5-2-4 1-0-0 Scale = 1:37.3 4x6 = 4 6.00 r12 / 3 6 0 3x4 = 8 3x4_ 5x8 = 9.10.0 19-8-0 9.10.0 9-10.0 Plate Offsets LOADING (psf) SPACING 2.0.0 TCLL 30.0 Plates Increase 1.33 CSI TC 0.29 DEFL in (loc) I/defl Vert(LL) -0.05 8 >999 PLATES GRIP M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.22 6.8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/dell = 360 Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5.2 13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1005/0.4.0, 6=997/0-1-8 Max Horz 2=95(load case 3) Max Uplift 2=-384(load case 4), 6=-376(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=17, 2-3=-1371, 3.4=-1002, 4 5= 1002, 5-6=-1383, 6.7=17 BOT CHORD 2-8=1214, 6-8=1230 WEBS 3.8=-360, 4.8=540, 5-8=-378 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail' 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2 0 0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 lb uplift at joint 2 and 376 lb uplift at joint 6. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. r tD F3 LOAD CASE(S) Standard Ci Y r10,45161 STA i ! vF ,• t`S'•t0 R 1D''`1'1 August 30,2001 r f Nd L WVARMNG - VerYy design parameters and HEAD .NOTES ONTBIS AND REVERSE Sim BEFORE USE. Design void tot use only with MITek oonnectois. 1hls design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Biocing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the responsibility of the electot. Additional permanent bracing of the ovetoll structure Is the responsibiltty of the building designer. For general guidance iegording tobrloolion, quality control, storage, delivety, election and bracing, consu8 CST-88 Quality Standard, DSB-89 &toeing Specification, and HIB-91 MiTek® Handling Installinq and Bracing Recommendation available from Truss ftleInstitute, 583 D'Onofilo Drlve, Madison, W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/' *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property s J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachc2ca other. WEBS J5 3. Place plates on each face of truss at each 4 x 2 orientation, locateFor h 3 cr joint and embed fully. Avoid knots and wane plates 1/e"from outside edge of a o at joint locations. truss and vertical web. a o 4P Unlessotherwisenoted, locate chord at r/4 length(+ 6" from C6paneladjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOiNT MiTek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARINGnA Indicates location of joints at which bearings (supports) occur. MTek® PANEL TM CLIP FORM018, 019 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, _ erection and installation of trusses. 1993 Mitek Holdings, Inc. 1 7oTi--- russ russ ype yy N 11297489 DR2879D f D SCISSORS 1 optionall CCU-SPANRI sJug_221_MTe n us ne-T. Weer Aug 2.9U/:34: 2OUT age 1-0-0 1 3-11-11 7-6-0 _ -_ 11.0-5 1 14-8-0 1-0.0 3-11-11 3-6-5 3.6.5 3-7-11 Scale = 1:27.3 4x6 4 6.00 12 2x4 = 2x4 = 5 I 7 s ' 5x8 = 6 ap 0 3.00 F12 3x8 !! 3x4 3x4 7-6'0 14-8.0 7-6-0 7.2-0 Plate Offset-s-(X,Y):gO G( 107, • - LOADING (Psf) SPACING 20.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) .0.08 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 2-7 >948 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.09 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC ILL Min I/dell = 360 Weight: 65 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.9.8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8.8-11 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 6=683/0-1-8, 2=767/0.1.8 Max Horz 2=101(load case 3) Max Uplift 6= 219(load case 4), 2=-303(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2 3=-1757, 3.4=-1337, 4 5=-1337, 5.6=-1669 BOT CHORD 2.7=1580, 6-7=1481 WEBS 4 7=911, 3.7=-338, 5.7= 241 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 2. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 lb uplift at joint 6 and 303 lb uplift at joint 2. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. D; LOAD CASE(S) Standard No, 45161 s STATE OF . r aNA1. August 30,2001 WARNING - Vor-M dssdpn parametarrs and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mllek connectors. 1hFs design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incoipoiatlon of component Is iesponslbllity of building designer - not truss designer. Biocing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability duiing construction is the esponsiblllty of the efectoi. Additional permanent bracing of the overall structure is the responsibility of the building designet. For general guidance iegording fabrication, quality control, storage, delivery, erection and bracing, consult CST•88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Instatllna and Bracing Recommendatlonovalloble from Ttuss Plate Institute, $83 D'Onoelo Dilve, Madison. WI 53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. t i a 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS BOTTOM CHORDS Ji J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format rotor to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane O at joint locations. a 4, Unless otherwise noted, locate chord splices 0 at 14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, WWI TM PANEL CLIP FORM018,019 GANG -NAIL ® HYDRO -AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, _ erection and installation of trusses. O 1993 Mitek Holdings, Inc. Job russ sTYPe --'FY PTy - TON 11297490 DR2879D DGAB ROOFTRUSS 1 1 optional) 4.201 SR1 s Aug 2--Z)01 MiTek Industries, Inc. Wed Aug 29 07:347ODMDT age 1-0-0 7.4.0 14-8-0If1 1-0-0 7.4.0 7-4-0 Scale = 1:27.9 4x6 = 3 2x4 II 2x4 II 6.00 12 / r 2x4 11 2x4 11 4 2 i Li1 a 2x4 11 2x4 11 6 2x4 11 2x4 11 3x4 = 2x4 11 3x4 = 7-4-0 14-8-0 7-4-0 74-0 P late 0sets 10:0 0- 70-DT- LOADING (psi) SPACING 2 0 0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.81 Vert(LL) -0.02 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) .0.07 4.5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 4 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 65 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.10-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS(lb/size) 4=671/0-1 8, 2=774/0-8.0 Max Horz 2=107(load case 3) Max Uplift 4=-21 5(load case 4). 2=-319(load case 4) FORCES (Ib) - First Load Case OnlyyTOPCHORD1.2=17, 2-3= 731, 3 4= 725 BOT CHORD 2 5=646, 4.5=646 WEBS 3.5=143 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 it above ground level, using 5.0 psi top chord dead load and 5.0 psi bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 it by 24 it with exposure C ASCE 7.93 per SBC/ANSI95 It end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2.0.0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 4 and 319 lb uplift at joint 2. 7) This truss has been designed with ANSI/TPI 1.1995 criteria. ` if- 13 fA LOAD CASE(S) Standard NO, 4 5161 z. rSTATFF . 4r August 30,2001 WARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. asnonsID Design valid tot use only with MlTek connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. AppilcobllBy of design parameters and proper Incoiporotlon of component Is responsibility of binding designer - not truss designer. Bracing shown R for lateral support of Individual web members only. Additional temporary bracing to Insure stobiitly during construction Is the responsibility at the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuli OST-88 Oualty Standard, DSO.89 {racing Specification, and HIB-91 Handling Installing and %toeing Recommendation available from Truss Plate Institute, $83 D'onofrlo Drive, Madison, WI $3719. MiTek Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q O For 4 x 2 orientation, locate Xplates1/8" from outside edge of a truss and vertical web. N This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. PLATE SI2E The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing. BEARING gr1A Indicates location of joints at which bearings (supports) occur. oe FORM018.019 Numbering System J2 J3 J4 TOP CHORDS BO*rTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N O General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. MTek® O TM PANEL CLIP GANG-NAAL ® HYDRO AlR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Tom- russ I russ I ype ty Fiy pRTUN 1 11297491 DR2879D r DGAB2 MONO VAULT 1 1 optional) FL 4. s Aug 22 2iOl MiTekn us ryes, nc._Wed-A-u-g_2907:34:01 200 age 1- 0-01 _ 14-8-0 1. 0-0 14-8.0 2x4 11 Scale = 1:46.3 6. 00 12 4 I 2x4 11 2x4 II 5x6 i 2x4 11 2x4 11 3 2x4 11 I I I I 6 2xa I 2x `4 2x4 11 5x6 = 2x4 11 2x4 11 3x4 = 5 3. 00 12 3x4 ; 7- 6-0 F 14-8-0 7- 6-0 7-2.0 Plate ses LOADING ( psf) SPACING 2-0 0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) -0.07 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.18 2-6 >960 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.08 5 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3 4- 13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4.5, 3-5 OTHERS 2 X 4 SYP No.3 REACTIONS( lb/size) 2=763/01 8, 5=680/0-1 8 Max Horz 2=402(load case 3) Max Uplift2=-205(load case 3), 5=-313(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1 2=12, 2-3=-1326, 3-4=-0, 4-5=-257 BOT CHORD 2 6=1208, 5-6=1180 WEBS 3-6=724, 3-5=-1311 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSl95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail' 3) Gable studs spaced at 2.0-0 oc. 4) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 Ib uplift at joint 2 and 313 lb uplift at joint 5. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1Q1E..Q j No, 4 5161 e STATE OF ANAL August30,2001 WARNING - VerVy design parcasneterst and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not buss designer. Bracing shown is for lateral support of Individual web members only. Addltlonai temporary bracing to Insure slobllBy during construction Is the responsibility of the eteclor. Additional permanent brbcing of the overall structure B 1he responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-&$ Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® HandlingInstalllnaandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, W153719. Symbols Numberings System A enerai Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1374 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property AsTOP J2 J3 J4 CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachC7C3 other, WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i h a '' Q joint and embed fully. Avoid knots and wane plates r/s" from outside edge of a y o_ V at joint locations. truss and vertical web. a O 4. Unless otherwise noted, locate chords lacespatI14length(+ 6" fromC, panel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT, WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. III iTe ke FORM018,019 zt'L® OfM70,4/R TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, - erection and installation of trusses. OO 1993 Mitek Holdings, Inc. I o rues Tru ype y AOIRTON— 11297492 DR2879D E ROOF TRUSS 1 L o tional 51-3 s ug2-2I e n us nee, nc. e u l2OOT age I 1 4'2 ° I — 8-4 ° T -- 9-4- 1-0-0 4-2-0 4.2.0 1-0-0 Scale = 1:17.5 4x6 = 3 6.00 FIT 2 / 4 5 o 1 6 2x4 = 2x4 11 2x4 = 4-2-0 8.4-0 r - - - -- i -- 1 4-2-0 4-2.0 LOADING (psi) SPACING 2 0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.16 Vert(LL) 0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.01 5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANS195 1st LC ILL Min I/dell = 360 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6.0.0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=464/1-4-0,4=464/1-4-0 Max Horz 2=-46(load case 2) Max Uplift2=-392(load case 4), 4=-392(load case 4) FORCES (lb) • First Load Case Onlyy TOP CHORD 1.2=17, 2.3=•372, 3.4=-372, 4.5=17 BOT CHORD 2-6=326, 4-6=326 WEBS 3.6=77 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 it above ground level, using 5.0 psi top chord dead load and 5.0 psi bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 it with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist. the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 392 lb uplift at joint 2 and 392 lb uplift at joint 4. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard 3 t` c No. 4 5161 Y iS-rATE OF toRtip'. L August 30,2001 WARMNO - Ver(/y design parametersr and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Weir: connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and boded verticolly. Applicability of design parameters and proper Incorporation of component is responsVilly 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 brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OSY-88 Quality Standard, DSI.59 Bracing SpecRlcatlan, and HIB-91 M iTek0HandlingInstallingandBracingReoommendatlonavailablefromTrussPoleInstitute, 583 D'Onollo Drive, Madison, W153719. Symbols Numbering System AGeneral Safety Dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property e J2 J3 J4 TOP CHORDS owner and all other interested parties.. C7 C3 2, Cut members to bear tightly against each other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o h 0 joint and embed fully. Avoid knots and wane plates from outside edge of a y o at joint locations. truss andd vertical web. a o 4. Unless otherwise noted, locate chordsplices at 1/4 length(+ 6" from paneladjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J, 18 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4. perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke FORM018, 019 ZtIL" o O HYDRO-AIRO TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. C 1993 Mitek Holdings, Inc. Job russ Ttruss Type Qty Ply H TZT N 1129749 DR2879D , E1 ROOF TRUSS 1 1 o tional ACCU-SPAN, LONGWOOD, FL, MiTek Industries, Inc. 4.201 1 s Jun ' 8 2001 t e c Industries, Inc. Thu Aug $b 1-Y.08:58 00 1-0-0 i 4-2-0 i 7-0-0 1-0-0 4-2-0 2-10-0 4x6= Scale = 1:15 3 6.00-117 / 4 5 2 l 1 2x4= 2x4 II6 Sx6 X, 41211 4-2-0 7-0-0 r 4-2-0 i 2-10-0 Plate O sets LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Veri(LL) 0.02 2-6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) 0.03 1-2 >427 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 31 Ib LUMBER BRACING TOP CHORC2 X 4 SYP No.2D TOP CHORDSheathed or 6-0-0 oc pudins. BOT CHORC12 X 4 SYP No.2D BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 8 SYP SS 1-2-13 REACTION*b/size) 5=319/0-3-8, 2=416/0-1-8 Max Horg=79(load case 3) Max UpliB=-252(load case 4), 2=-353(load case 4) FORCES(Ib) - First Load Case Only TOP CHORDI-2=34, 2-3=-368, 3-4=-337, 4-5=-380 BOT CHOR02-6=260, 5-6=260 WEBS 3-6=84 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psi top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. It porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 Ib uplift at joint 5 and 353 Ib uplift at joint 2. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S$tandard Q;E I3t,p N0, 45161 0 STATE OF •• s f NAf. AWARNING - Ver(fg design parasnetersl and READ NOTES ON THIS AND REVERSE S(D8 BEFORE USE. sewe Design valid tot use only with MlTek connection. This design Is based only upon parameters shown, and is for an Individual building component to be Inslolled and boded vertically. Applicability of design parameters and proper Incotporatlon of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stobUlty during construction is the responsibility of the ereciot. Additional permanent brbctno of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, $83 D'Onotrlo Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. cL 4. Unless otherwise noted, locate chord splices o at 114 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, BEARING nA Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N Mil MiTek" TM PANEL CLIP FORM018,079 M ® HYDROA/RO 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mrtek Holdings, Inc. Job Truss russypej ly H T N 1129749 DR2879D , F19 FLOOR 10 1 o tional CCU-- , LSPA -G00 I ek Industries, Inc. 4.201 1 s un 28 2001 i ek ndustrles, Inc. Thu Aug 30 12:09:10 200 3- 11-10 1 7-9-9 11-7-7 15-5-6 19-5-0 ir3- 11-10 3-9-15 3-9-14 3-9-15 3-11-10 Scale: 3/8"= 5x6= 4x6= 2x4 11 5x6= 1 5x6= 2 3 44x6= 5 6 LJ 12 11 10 9 8 3x4 11 6x8= 2x4 1I 2011 6x8= 3x4 11 7- 11-5 3- 11-10 + 7-9-9 F 11-7-7 15-5-6 19-5-0 3- 11-10 3-9-15 3-9-14 3-9-15 3-11-10 Plate Offsets _(X,YI2:0-3-0,03-0 8:0-2-8 0-3-4 LOADIN( jpsf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.75 Vert(LL) -0.47 9-10 >483 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.95 Verl(TL) -0.65 9-10 >351 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.08 7 n/a BCDL 5.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/clef] = 480 Weight: 86 lb LUMBER BRACING TOP CHORCP X 4 SYP No.2D TOP CHORDSheathed or 2-8-9 oc purlins, except end verticals. BOT CHOR[2 X 4 SYP No.1 D BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. WEBS2X4SYPNo.3 *Except* 1- 11 2 X 4 SYP No.2D, 3-11 2 X 4 SYP No.2D, 4-8 2 X 4 SYP No.2D 6- 8 2 X 4 SYP No.2D REACTION$ b/size) 12=1052/Mechanical, 7=1052/0-6-0 FORCE$ Ib) - First Load Case Only TOP CHORD -12=-984, 1-2=-3063, 2-3=-3063, 3-4=4624, 4-5=-3063, 5 6=-3063, 6-7=-984 BOT CHORD] 1-12=277, 10-11=4624, 9-10=4624, 8-9=4624, 7-8=277 WEBS 1-11=2888, 2-11=-349, 3-11=-1618, 3-10=42, 4-9=42, 4-8=-1618, 5-8=-349, 6-8=2888 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S$tandard No. 4 5161 ,k MATE OF .- NAL WARNING - Ver(N design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not buss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the etectot. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regoicling labrloatlon, quality control, storage, delivery, erection and bracing, consult OST-68 Quality Standard, DSB-89 Bracing Specification, and HIS-91 . M iTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onoltlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property Ve securely seat. J2 J3 J4 owner and all other interested parties.. All TOP CHORDS 2, Cut members to bear tightly against eachc2aother. 0 3. Place plates on each face of truss at each oFor4x2orientation, locatev h ;0jointXb,Q and embed fully. Avoid knots and wane plates r/a" from outside edge of O a at joint locations. truss and vertical web. o 4, Unless otherwise noted, locate chords lices length(+ 6" from PC,o at r /4 panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, _ erection and installation of trusses. 1993 Mitek Holdings, Inc. CIP TM FORM018,019 1' ® HYDRO -AIR Job Truss, f ruse Type y y Zf 11297495 DR2879D F22 FLOOR 24 1 optional) s Aug Z2 ZVU1 MiTekn us nes, Inc. WeCl Aug age 2-5-3 f 4-6.13+8-10.2 10-11-13 13-1-7 F 15.1-7-___+_ 17.7-7 + 20.1.E 22-11-0 2-5-3 2-1-11 2-1-11 2-1-11 2.1-11 2-1-11 2-0-0 2-6-0 2-6-0 2-9-8 Scale = 1:38.9 2x4 II 4x6 = 4x6 = 4x6 = 5x6 = 4x6 = 4x6 = 2x4 II 4x6 = 4x6 = 6x6 = 1 2 3 4 5 6 7 8 9 10 11 q T T Tt _- L-Li u 22 21 20 19 18 17 16 15 14 13 12 4x6 = 4x6 = 4x6 = 4x6 = 4x6 = 4x6 = 2x4 II 5x6 = 4x6 = 6x6 = 2x4 II 2S•3 i-___4-6.136.8-8 1 8-10-2 10.11.13 13.1-7 15.1.7 1 17.7-7 20. 22.11-0 -- 2- 5-3 2-1-11 2-1-11 2.1.11 2.1-11 2-1.11 2-0.0 2.6-0 2-6.0 2-9-8 a e se s , --- LOADING ( psf) SPACING 1.4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) 0.56 16-17 >483 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) .0.77 16.17 >351 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.10 12 n/a BCDL 5.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 480 Weight: 109 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2 8 5 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS2X4SYPNo.3 REACTIONS ( lb/size) 22=830/0.3.0, 12=830/0-6.0 FORCES ( lb) - First Load Case Only TOP CHORD 1.22=-111, 1.2=-126, 2 3=-1587, 3 4=-2783, 4.5= 3633, 5 6= 4165, 6 7=-4439, 7-8=-4118, 8-9=-4077, 9.10=-3077, 10 11= 1818, 11 12=-779 BOT CHORD 21.22=1587, 20-21=2783, 19-20=3633, 18.19=4165, 17.18=4439, 16-17=4118, 15-16=4118, 14-15=3077, 13-14=1818, 12.13=149 WEBS 2 22= 1606, 2 21=551, 3.21=-1330, 3-20=437, 4 20=-946, 4.19=271, 5.19= 591, 5.18=133, 6.18=-305, 6.17=-79, 7-17=357, 7 16=-130, 8-15=-298, 9.15=1093, 9 14=-557, 10-14=1363, 10.13=-674, 11-13=1794 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard ptE f3t Q 4P' TkFICq.,.'G NO, 4.5161 i STATEOFos' 1••10 H 11D r''• O AL August 30,2001 MOIR WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. wone ADesign valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design pardmetew and proper Incorporation of component is responsiblllty of building designer - not truss designer. Biaclng shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllty of the erector. Additional permanent bracing of the overall structure Is the fesponslbllify of the building designer. For general guidance Iegarding fobiloation, quality conhol, storage, delivery, erection and bracing, consult OST-88 Qualify Standard, DSB•89 Bracing Specification, and HIB-91 M iT@k® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 483 WC,nofflo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION t 3/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 rt 0 For 4 x 2 orientation, locate plates r /8" from outside edge of otrussandverticalweb. h This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. Mffeko General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations, 0.. 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 MYOR04/R Job russ Truss Type y I'llyHOR 11297496 DR2879D r F22A FLOOR 3 1 o tional ACCU-STPAN, LONG OD, FL .2UF—SR1 s Aug 22 2001 Mi I eK industries, Inc. a ug age 2-53 4-6.13 6-8-8 8-10-2 10-11-13 — 13-1.7 151.7 17-7-7 20-1-8 22-8-0 22111-0 2-53 2-1-11 2.1-11 2-1-11 2-1-11 2.1-11 2-0-0 2-6.0 2.6-0 2.6-8 0-3-0 Scale = 1 38.5 2x4 II 4x6 = 4x6 = 4x6 = 5x6 = 4x6 4x6 = 2x4 II 4x6 = 4x6 = 5x6 = 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 4x6 = 4x6 = 4x6 = 4x6 = 4x6 = 4x6 = 2x4 II 5x6 = 4x6 = 5x6 = 2x4 II 2-53 4-6.13 6-8-8 8.10.2 10-11-13 13.1-7 15-1-7 17-7-7 20.1.8 22.8-0 22, 11-0 2-5.3 2.1-11 2-1-11 2-1-11 2.1-11 2-1-11 2-0-0 2.6.0 2-6.0 2-6-8 0-3-0 Plate sets LOADING (psi) SPACING 1.4 0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) •0.54 16 17 >498 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) 0.74 16 17 >362 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.09 12 n/a BCDL 5.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 480 Weight: 108 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8 10 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 11-12 2 X 4 SYP No.2D REACTIONS (lb/size) 22=820/0-3-0, 12=820/0 1 8 FORCES (lb) - First Load Case Only TOP CHORD 1 22= 110, 1.2= 125, 2-3=-1568, 3 4=-2745, 4-5= 3577, 5-6=-4090, 6 7=-4348, 7 8=•3998, 8 9= 3955, 9-10= 2923, 10.11= 1657, 11-12=-773 BOT CHORD 21-22=1568, 20-21=2745, 19.20=3577, 18.19=4090, 17 18=4348, 16.17=3998, 15-16=3998, 14-15=2923, 13-14=1657, 12-13=133 WEBS 2-22= 1586, 2-21=542, 3.21=-1309, 3-20=428, 4-20=-925, 4 19=262, 5-19=-570, 5-18=125, 6-18=-287, 6 17=•90, 7 17=390, 7 16= 137, 8 15= 305, 9-15=1129, 9-14= 567, 10-14=1372, 10-13=-673, 11-13=1661 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard No. 45161 , iSTATEOF :r4 At OR 10"''' fQNA 1. August 30,2001 4&WAMNG - VerVy design p mmmeters and REM NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. this design Is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicoblllty of design parameters and proper Incorporallon of component is responsibility of building designer - not truss designei. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSI-89 Bracing Specification, and HIS-91 M iTek Handling Inslalllnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive, Madison, W153719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches, Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property e J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c3 2, Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 3 Q joint and embed fully. Avoid knots and wane plates 1/8' from outside edge of a y r O at joint locations, truss and vertical web. a o 4. Unless otherwise Hated, locate chord splices t len th 6° a/4 fromUc7cerpanel adjacentad Dint. g (+ j joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in it JS V J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTOTHE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko FORM016,019 Z'rt ® HYDRO,!/R TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, _ erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ ype ty y11297497 DR2879D F23 FrussR 2 1 optional) WO s ug-22-2iTekIndustries, Inc. Wed Aug 2907:34:042001 Page 3- 8.0 6.6.10 9-5.4 12-3-13 15-2-7 17.10-3 1 20-4-4 23-0-0 II _ I 3- 8-0 2-10-10 2-10-10 2.10.10 2-10-10 2-7-12 2.6.0 2-7-12 Scale = 1:39.1 2x4 II 4x6 = 4x6 = 5x6 = 4x6 = 2x4 II 44 = 5x6 = 7x8 = 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 4x6 = 4x6 = 5x6 = 4x6 = 2x4 II 4x6 = 6x6 7x8 = 2x4 II 3- 8-0 6-6-10 9-5-4 12-3-13 15-2-7 17-10.3 20-44 23-0.0 1T -_ 3- 8-0 2-10-10 2.10.10 2-10-10 2-10-10 2.7-12 2-6.0 2-7-12 Plate se s 0-3-0,03-0 , e , LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40. 0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.45 13.14 >509 M1120 249/190 TCDL 10. 0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.61 13-14 >378 BCLL 0. 0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.09 10 n/a BCDL 5. 0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 480 Weight: 106 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-9 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.l D BOT CHORD Rigid ceiling directly applied or 10 0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 6-0.0 oc bracing: 17.18. REACTIONS (lb/ size) 10=1020/0 6 0, 17=1478/0-4 0 Max Gray 10=1046(load case 3), 17=1478(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-18=-140, 1.2=-17, 2.3=419, 3 4=-1965, 4 5=-3593, 5 6=-4364, 6.7= 4364, 7.8=•3451, 8.9=-2064, 9 10= 952 BOT CHORD 17-18=-419, 16-17=1879, 15 16=3547, 14.15=4364, 13.14=4364, 12.13=3532, 11 12=2064, 10-11=181 WEBS 2- 18=455, 2 17=-543, 3-17=-2443, 3 16=622, 4 16=-1705, 4.15=329, 5-15=-820, 5-14=1, 6-13=-285, 7.13=894, 7.12=.591, 8-12= 1516, 8.11=-818, 9.11=2040 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE( S) Standard FIc N0. 45161 tr y p : B' ATE OR ••' S,l 0 R tp''• oNati August 30, 2001 AWARNINC - VerVy design pasumeters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 'r ® Design valid for use only with MRek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded verllcally. Applldabillty of design parameters and proper Incorporation of component is fesponslblllty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability duiing conshuctlon is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fobilcotlon, Quality control, storage, delivery, erection and bracing, consult OST-68 Quality Standard, DSB-89 Bracing Specification, and NIB-91 M iTek® Handling InstallingandBracingRecommendatlonavailablefromTrussPlateInstitute. $83 D'Onolrb Ddve, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches, Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat, building designer, erection supervisor, property s J2 J3 J4 TOP CHORDS owner and all other interested parties.. rf 2, Cut members to bear tightly against eachcac other, Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o h joint and embed fully, Avoid knots and wane plates/a" from outside edge of V d y o_ at joint locations, truss and vertical web. a 4, Unless otherwise noted, locate chordssplicesp' C, 0 at /4 panel length(+ 6" from adjacent joint,) This symbol indicates the BO'll"OM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT Miiek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at g which bearings (supports) occur. us Mi! 8 MiTek® TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 HYOROva/R I . I J o russTruss Type y y ORTON— DR2879D FG ROOFTRUSS 1 2 11297498 o tional) 4.201 SRI s Aug 22 MiTekn ustries,Inc. Wed Aug 2age 3. 9-7 7-M I 10-9-5 I 12-9-6 { _ 16-5_7 20-5-0 3. 9.7 3-5-15 3-5-15 2-0-1 3.8-1 3-11-9 Scale = 1:34.6 2x4 II 3x4 = 7x8 = 3x10 = 3x4 = 3x4 = Us = 1 2 3 4 5 6 7 13 12 9 3x6 = 3x4 = 3x10 = 7x8 = 5x6 = 3x4 = 2x4 11 I 3-9-7 i 7-3-6 I 10.9.5 __i 12-9-6-_,_ 16-5-7 f 20.5.0 { 3- 9-7 3-5.15 3-5-15 2-0.1 3-8-1 3-11-9 Plate Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) -0.04 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) 0.07 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.02 8 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 480 Weight: 271 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. 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 "Except" 3132X4SYP No.2D,4122X4SYP No.2D REACTIONS (lb/size) 14=4939/0-3-0, 8=3357/0 3 0, 10=4402/0 3 0, 11=8072/0 4-1 (input: 0-3-0) Max Uplift l4= 1703(load case 2), 8=-1159(load case 2), 10=-1512(load case 2), 11= 2789(load case 2) FORCES (lb) First Load Case Only TOP CHORD 1- 14= 1842, 1 2=0, 2-3=•4244, 3-4= 3417, 4.5=2213, 5-6=1445, 6 7=-2017, 7-8=-3319 BOT CHORD 13- 14=4244, 12 13=3417, 11-12=-2213, 10 11=-1445, 9-10=2017, 8 9=0 WEBS 2 14=• 5233, 2 13= 550, 3-13=1035, 3-12= 4159, 4-12=7041, 4-1 1=-7013, 5 11=-1264, 5 10= 1869, 6 10=-4257, 6 9=-1313, 7 9=2448 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 it with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 3) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1703 lb uplift at joint 14, 1159 lb uplift at joint 8, 1512 lb uplift at joint 10 and 2789 lb uplift at joint 11. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Girder carries tie-in span(s): 23.2.0 from 0.0-0 to 20.5-0; 17 0 0 from 0-0-0 to 20-5-0 7) 2-ply truss to be connected together with 10d Common( 148'x3') Nails as follows: Top chords connected as follows: 2 X 4 1 row at &9.0 oc, 2 X 6 - 2 rows at 0-6 0 oc. Bottom chords connected as follows: 2 X 4 • 1 row at 0-9-0 oc. `pi 13 Webs connected as follows: 2 X 4 1 row at 0-9-0 oc. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pplf) 4 51E1 : Vert: 1-7=-1012.0, 8 14=-20,0 STATE OF • c+"' ' o l o R tio!•'',' August30,2001 WARMNG - Ver(jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. siiinreiiiiiiie Design valid for use only with Miiek connectors. This design Is based only upon parameters shown, and is for on Individual building component to be Inslalled and loaded verticalry. Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer - not huss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblilty of the erector. Additional peimonem blbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fobrloatlon, quality control, storage, delivery, election and brdcing, consuit CST-58 Quality Standard, DSb•89 Bracing SpocBleation, and NIB-91 Handling Installlna and bracing Recommondatlonovallable from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719, M iTeke Symbols PLATE LOCATION AND ORIENTATION 1 3/1. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. All For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM016,019 a- e J2 J3 J4 TOP CHORDS c2 ca a WEBS J5 c 0 0 Uu ; O O° U a - BO'rTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N to! 0 MiTek° 7M PAN ® CLIP EL HYORMAIR Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wone at joint locations. 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1 "3 Mitek Holdings, Inc. e • • J o Truss —Truss-Type y —` P y RTON 11297499 DR2879D J 6 1IROOFTRUSS optional) 4-.-7G1--SR1 s Aug 22 2001 MiTekn us nes, nc. Wed Aug age f 100 700 1-0-0 7-0.0 3 Scale = 1:21.1 s.00 12 z 1 4 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2.0 0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) 0.20 1.2 >74 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 0 0 oc bracing. REACTIONS (lb/size) 3=242/Mechanical, 2=418/0 4-0, 4=68/Mechanical Max Horz 2=217(load case 4) Max Uplift 3=•174(load case 2), 2=-158(load case 4) FORCES (lb) First Load Case Only TOP CHORD 1.2=34, 2 3=88 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. 11 porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 174 lb uplift at joint 3 and 158 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard c, q % No. 4.5161 STATE OF r lo a,,••t1I. RI. ANAL August 30,2001 WARNING - verVy design pammwtere and R&W NOTES ON THIS wiVD RE VERSE sang BEFORE uSE. ® Design valid lot use only with MITek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and boded verlInaNy. ApplIcobllity of design patameters and proper Incorporation of component A iesponslbNNy of building designer - not buss designer. Stocing shown Is tot latefol support of Individual web members only. Additional tempotaiy bracing to Insure stability during construction Is the lesponsibiiity of the etectot. Additional permanent btarcing of the overall stwcture Is the responsibility of the building designer. For general guidance tegotding fabrication, quality contioi, stotoge, deNvety, erection and bracing, consull CST-88 Quality Standard, DSB-89 Bracing Specificatlon, and NIB-91 M iTek® Handling Installing and Bracing Recommendation ovaNable trom Truss Plate Institute, S83 D'Onolrto Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. i 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. i J2 J3 J4 TOP CHORDS BO'rTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mil MiTeko FORM018,019 ZA._L:,0 0 HYDRO -AIR 0 General Safety plates Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(' 6° from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. o ruse Truss Type y Fly FTORTON 11297500 DR2879D K ROOF TRUSS 3 1 optional) s Aug 22 2001 MiTekn us nes, Inc. Wed Aug-230734: age I -1-0.0 5.0-0 1-0-0 5-D-0 3 Scale = 1:16.3 i 6.00 12 1 A2 ' 2x4 = 5-0-0 So-0 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/defl PLATES GRIP M1120TCLL30.0 TCDL 7.0 Plates Increase 1.33 Lumber Increase 1.33 TC 0.28 BC 0.09 Vert(LL) n/a - n/a Vert(TL) 0.06 1-2 >264 249/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5.0 0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=165/Mechanical, 2=327/0.4 0, 4=48/Mechanical Max Horz 2=167(load case 4) Max Uplift3=-118(load case 2), 2= 144(load case 4) FORCES (lb) First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2 4=0 I NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. It cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 118 lb uplift at joint 3 and 144 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard DIItE 13 q `.:•: `'ram J No.45161 w • ccY TAT OF f L/ '^y NaL ' August 30,2001 p&WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. sionviiino Design valid top use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation o1 component is responsibility of building designer - not buss 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 brbeing of the overall structure is the responslblilty of the building designer. For general guidance regarding tobrloatlon, quality control, storage, delivery, erection and bracing, consuB OST-68 OualBy Standard, DSO.89 Bracing SpecHloatlon, and HIB-91 MiTek® Handling Installlna and Brocdng Recommendation avollable from Truss Plate InslBute, 683 D'Onohlo Drive, Madison, W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1, Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1/81, J2 J3 J4 TOP CHORDS owner and all other interested parties.. ca c3 2. Cut members to bear tightly against each other, Q WEBS J5 3. Place plates on each face of truss at eachT"C:* Foro4x2orientation, locate I 0 joint and embed fully. Avoid knots and wane plates from outside edge of V a y o_ at joint locations. truss and vertical web, d O a 4. Unless otherwise noted, locate chordsplices ce C o at /4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/ Gong-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17,08 Indicates location of required continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING M4 Indicates location of joints at 9 which bearings (supports) occur. ME U11 0 FORM018, 019 MiTeke A. IZ : .1 ,® HYDRO' Aar TM PANEL CLIP 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stocks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. O 1993 Mitek Holdings, Inc. I w A J Job russ runs ype y y N 11297501 DR2879D • K1 ROOF TRUSS 1 1 o tional CLJ-S-PAN, L , F-- 20 s ug I e n us nes, Inc. Wed Aug age 5-0-0 5.0.0 2 I Scale: 3/4"=,' 6.00 r,z i 3 2x4 = 5.0-0 5-0-0 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.32 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1.3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/dell = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5.0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (lb/size) 1=224/0 4.0, 2=177/Mechanical, 3=48/Mechanical Max Horz 1=126(load case 2) Max Uplift)=-39(load case 2), 2=-129(load case 2) FORCES (lb) First Load Case Only TOP CHORD 1.2=66 BOT CHORD 1.3=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 lost top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 39 lb uplift at joint 1 and 129 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard No, 45161 ISTATE tOF QNA1. August 30,2001 AIVARMNG - Ver(jy design parasneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. sinnaiins Design valid tot use only with Mifek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vedlcally. Applicability of design porameters and ptopet Incotpoiatbn of component is responsibility of building designer - not puss designer. Bracing shown k for lateral suppott of Individual web members only. Additional tempotaty bracing to Insure stability outing constiuctlon is the tesponsiblllty of the elector. Additional permanent btbcing of the Overall shuctute Is the tesponslbillty of the bulktinq deslgnei. Fof general guidance tegatding labrlootlon, quality conitol, storage, delivery, eiectlon and placing, consul) IMST-88 Quality Standard, 056-89 Bracing Specification, and HIB-91 Handling Instolllnq and bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Ddve, Madison, W 153719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches, Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property a securely seat. J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachc2aother. O a: WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o h 0 o_ joint and embed fully. Avoid knots and wane at joint locations. plates I/a" from outside edge of n y v truss and vertical web. a O 4. Unless otherwise noted, locate chords IcesP at }/4 length({ 6" fromC, panel adjacent joint.) This symbol indicates the BO'FrOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional ` engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mdek Holdings, Inc. ' FORM016,019 HYDROy4IR 0 r y A -4 rJo6------ Truss — — Truss type — fly -7 Ply I.._... N 11297502 DR2879D L ROOFTRUSS 3 1 o tional GWOOD, - :201 s ug i e n us nes, nc- Wed -Aug 29-OT:3T-O-FMOT age 1 -1-0-0 3.0-0 1.0-0 3-0-0 3 Scale = 1:10.6 i s.00 F1z 2 1 / 4 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING 2.0 0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1-2 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/dell = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0.0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing. REACTIONS (lb/size) 3=82/Mechanical, 2=242/0-4-0, 4=28/Mechanical Max Horz 2=117(load case 4) Max Uplift3=-57(load case 2), 2= 137(load case 4) FORCES (lb) • First Load Case Only TOP CHORD 1-2=34, 23=30 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 57 lb uplift at joint 3 and 137 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard It F3 No. 4 5161 ,k SAM OF to L August 30,2001 WARMNG - Ver(jy design parameters and READ NOTES ONTHIS AND REDER3E SIDE BEFORE USE. Design valid tot use only with Mffek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicablllly of design parameters and proper Incorporatlon o1 component Is responsibility of building deslgnei - not truss designer. Bracing shown It lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during constwctlon Is the responsibility of the etectot. Additional permanent btZ9cing of the ovetoll shuctute Is the IesponslbBBy of the building designer. For general guidance regarding lobiloatlon, quality control, storage, delivery, erection and btacing, consult OST-88 Quality Standard, D59-89 Bracing Specification, and HIB-91 M iTek leule Institute, $83 D'Onolrlo Drlve, Madison, WI53719. Handling Installlna and Vacdng Recommendatlon ovallobie trom Pu Symbols PLATE LOCATION AND ORIENTATION t l/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of a truss and vertical web. 00 This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST To THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. V I Col MiTek® Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each cr joint and embed fully. Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate - without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 ffMRO-MR wfr wale lob Truss lTruss ype ty y 11297503 DR2879D IL1 IROOFTRUSS 1 1 o tional SPAN, t0l NGWOOD, s ug 2 2 2 0i e n us nes, nc.Wea Aug age 1 — -- 3-0.0 3-0.0 2 Scale = 1.10.6 6.o0 12 a 1 i 3 2x4 = 3.0-0 3.0.0 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1.3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 10 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 3.0.0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (lb/size) 1=130/0 4.0, 2=103/Mechanical, 3=28/Mechanical Max Horz 1=75(load case 2) Max Uplift 1=-21(load case ), 2=-76(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1.2=39 BOT CHORD 1.3=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 21 Ib uplift at joint 1 and 76 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard No, 4.51E1 4CY STATE OF 0 R100 a L August 30,2001 WAMNG - VerVy design parameters and RewD Nores oN rHrs AND Rzvrj a swe BamRa use. 0 Design valid for use only with MITek connectors- This design is based only upon parameters shown, and Is for an Individual building component to be Installed and boded veftically. AppiicabllRy of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bfocing shown k for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the fesponslblllty of the emotof. Additional permanent bracing of the overall structure Is the responsibility of the building deslgnef. For general guidance fegofding fobfloatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Speclflcatlon, and NIB-91 M iTek® Handling Installing and tracing Recommendation available from Tfvu Plate Institute, 583 D'Onohb Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a a 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of a. truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3, Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. va. 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular Plating format rotor to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. Genera( WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, 15, Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 NAIL ® 1"RO AIR® r T----TTruss — iTrussType `Qty Pfy-----14ORTON —_ — 11297504 DR2879D M !ROOF TRUSS 3 1 optlonal j_-- lec20d:0T200T Pag—ATP-AN,16NGW00DFClndustrn.edug -- I 1_0-0 I----- 1- 0"0 1-0-0 1-0- 0 3 Scale 161 6.00 a 2 " q'. i 4 2x4 1- 0-0 L 1-0-0 LOADING ( pst) SPACING 2"0 0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 I TC 0.09 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0 0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/ ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight: 5 lb LUMBER BRACING I TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1 0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 0 0 oc bracing. REACTIONS (lb/size) 3= 11/ Mechanical, 2=173/0-4-0. 4=10/Mechanical Max Horz 2=68(load case 4) Max Uplift3= 11(load case 1). 2= 147(load case 4) Max Grav 3=42(load case 3), 2=173(load case 1), 4=10(load case 1) FORCES (lb) First Load Case Only TOP CHORD 1 2=33, 2 3= 40 BOT CHORD 2 4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5. 0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 it with exposure C ASCE 7 93 per SBC/ANS195 It end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1. 33, and the plate grip increase is 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 11 lb uplift at joint 3 and 147 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard I j l 1 pit B`" Ur' N0, 45161 ,k 17 ANAL August 30,2001 Y6' AP04! dd; - Aeylf derrign andREAD Att37`ES t'5.81'S HJS s9ND &v't',TJER. WX)E BEFOREUS&S. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be insloiled and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designee. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the iesponsibiiity of the ereclot. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding labrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek° Handling Instolllnq and Bracing AocommondatlonavailablefromTrussPlateInstitute, 583 D'Onolrb Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 1e securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each c2 other, J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o QZC7 joint and embed fully. Avoid knots and wane pates r/a" from outside edge of y r 0 at joint locations. truss and vertical web. 0 a o 4. Unless otherwise noted, locate chard splices at r /4 length(+ 6" frompanel adjacent joint.) B0170M CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 8b217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. 15, Care should be exercised in handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP x FORM018, 019 GA"G fir- ® HYDRO -AIR ft Job Truss ______]russ ype ty y RTON 11297505 DR2879D M1 ROOFTRUSS 1 1 optionapNOWTsAugIenusnes,Inc. eAug 290T:3a-08 00I— age 1.0.0 1.0-0 6.00 12 2 Scale= 16.1 co 0 3 2x4 = 1 _0.0 1- 0-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.01 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/dell = 360 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1 0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0 0 oc bracing. REACTIONS ( lb/size) 1=45/0.4.0, 2=35/Mechanical, 3=10/Mechanical Max Horz 1=27(load case 2) Max Uplift 1=.7(load case 2), 2=-27(load case 2) FORCES ( lb) First Load Case Only TOP CHORD 1 2=14 BOT CHORD 1-3=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 7 lb uplift at joint 1 and 27 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard 011 [ 7viGJ v No. 4 5161 i hSTATEOFiobr.wNs Q uaL August 30,2001 WARNING - VerVy design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. this design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded ve0cally. Appkoblllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss cfeslgnei. Bracing shown Is for lateral support of Individual web members only. Additional temporary brocing 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 OST-88 Quality Standard, DSI.89 Bracing SpecHlcatlon, and HIS-91 iTek HandlingInstallirmand /racing Recommendation available from Truss Plate Instltule. 593 D'Onofrb Drive. Madison, WI53719. M Symbols Numbering System A eneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat, building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachUQ other, O s WEBS J5 3, Place plates on each face of truss of each For 4 x 2 orientation, locate 3 Q joint and embed fully. Avoid knots and wane plates 1/8' from outside edge of a o at joint locations. truss and vertical web, a 4. Unless otherwise noted, locate chordssplicesrp' ce C, o at /4 panel length(' 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® FORM018,019 4 {+r:® HYDRO -AIR PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stocks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. JobTuss russType 1 y y TDIa 11297506 DR2879D . S 2 1IROOFTRUSS optional GATT, NOW666 E- `Tn-dusfnes, sAug i e Inc. Wed Aug age 1-5-0 5-2-5 9-10-13 1-5-0 5.2.5 4-8-7 4 Scale = 1:21.0 9 4.24 F12 3x4 3 B3 2 10 11 7 12 8 5 2x4 = 2x4 II 3x4 = 5-2-5 9-10.13 5-2-5 4-8-7 LOADING (psf) SPACING 2 0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) 0.07 6-77 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6.7 >999 BCLL 0.0 Rep Stress Incr NO W6 0.42 Horz(TL) -0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0 0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 3-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=196/0-1-8, 2=655/0-5 11, 5=426/Mechanical Max Horz 2=226(load case 2) Max Uplift 4= 232(load case 3), 2= 526(load case 2), 5= 371(load case 3) I FORCES (lb) • First Load Case Only TOP CHORD 1.2=35, 2 8= 1054, 3 8=-932, 3-9= 110, 4 9=54 BOT CHORD 2 10=935, 10 11=935, 7-11=935, 7-12=935, 6-12=935, 56=0 WEBS 3.7=201, 3 6= 1019 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) 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 232 lb uplift at joint 4, 526 lb uplift at joint 2 and 371 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 16.51b down and 216.21b up at 4.3.11, and 181.51b down and 462.11b up at 7 1-10 on top chord, and 20.91b up at 1-5-12, and 15.41b down at 4-3-11, and 55.41b down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard j 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 V VQ Uniform Loads (plf) ..• .... . kVert: 1 4=•74.0, 2-5= 20.0 • Concentrated Loads (lb) Vert: 8= 16.59=-181.5 10=20.9 11= 15.4 12=-55.4 r" d eta.45161 lk L1CeiSTATEt3E OR August 30,2001 WARNING - VerVy design parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded 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 billicing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consulf CST-88 Qualify Standard, DSI.89 Bracing Speciflcollon, and HIS-91 Handling Installing and Bracing Secommendation available from Truss Plate Institute, 583 D'Onoftio Delve, Madison, WI $3719. M iTek' Symbols PLATE LOCATION AND ORIENTATION to, Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate Z plates I/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS BO'rTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILH? 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTeke FORM018,019 HYQRD,A/R AGeneral Safety dotes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, TM PANEL CLIP 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional ' engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. ^ i M In pq I i T22 T22 u 2 — o T22 T 2 2 --- --- - _ - 0 ry T22 - - T22 - T22 - o —! FLOOR TRUSSES TO BE 8-0-0 BRG. T22 -- T22 T22 I cy iP i = i T22 T 1-1 0 Ti9--- NOTE: PLACEMENT MAY VARY DUE TO FIELD CONDITIONST19a -a A/C PLUMBING ECT. T19 A - SEE INSTALLATION GUIDE T23 j T23 I I- pq r T 19 _+— T 19 -- -- 19-8-0 TRIM IT FLOOR SYSTEM wa r;rllrlc: ALL BEARING WALLS TO BE PIACED J ` 1 PLY HGR. IrICTI E REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. ,A LS y PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS, WALLS SHOWN ARE TO BE BEARING.. I A d 3 PLY HGR. SIGNED APPROVAL: X1----------------- JOB NUMBER: DR2879D DATE: 7-2-01 CCU SPAN CUSTOMER: D.R. HORTON 407-321-1440 BY: T.H JOB NAME: 2879 "D" ELEV. 23-2-0 16-10-0 0 m 0 I CD CD Lo 0 0I I M u ED C GAB.-_-._._.- I El 12-8-0 BRG. IN ENTRY I l . 8-4-0 F 19-8-0 5-8-0 E 14-8-0 I V P M I I : ALL BEARING WALLS TO BE PLACED — I , J # 1 PLY HGR. Vi C TI r ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. I d 2 PLY HGR. ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI WALLS SHOWN ARE TO BE BEARING..- 12 d 3 PLY HGR. SIGNED APPROVAL: X I JOB NUMBER: DR2879D DATE: 5-23-01 PITCH: LOAD:SHINGLES CU SPAN CUSTOMER: D.R. HORTON 6' H: 12" A407-321-1t BY: T.H JOB NAME: 2879 "D" ELEV. BRG: BLOCK i Li S L1 B1 B1K1 All ----: B1 B 1 I j B1 I 1 Q A B1 P to FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879REVD Address: Z 13 rQN t Jt t City, State: ,1 ` Owner: '_, Q . tGtc.(,t Climate Zone: Central Builder: DR HORTON Permitting Office: (,Ai - Permit Number: Jurisdiction Number: (raj) JIs(:) 1. New construction or existing New - 12. Cooling systems Central Unit Cap: 2. Single family or multi -family Single familygy - a. 10.00r - SEER: 10.00SEER: 3. Number of units, if multi -family I - 4. Number ofBedrooms 4 - b. N/A 5. Is this a worst case? No - 6. Conditioned floor area (ft2) 2872 ft' c. N/A 7. Glass area & type a. Clear - single pane 319.0 ft= - 0.0 ft2 13. Heating systems a. Electric Heat Pump Cap: 58.0 kBtu/hr - b. Clear - double pane HSPF: 7.25 c. Tint/other SC/SHGC - single pane 0.0 ft, - d. Tint/other SC/SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft - c. N/A b. Raised Wood, Adjacent R=11.01 460.Oft" - c. N/A 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons - 9. Wall types a. Concrete, Int Insul, Exterior R=3.0, 876.0 ft= - EF: 0.86 - b. Frame, Wood, Exterior R=11.0, 785.0 ft' - b. N/A c. Frame, Wood, Adjacent R=11.0, 622.0 W - c. Conservation creditsd. N/A HR-Heat recovery, Solare. N/A DHP-Dedicated heat pump) 10. Ceiling types a. Under Attic R=19.0, 2091.0 ft' - 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, b. N/A HF-Whole house fan, c. N/A PT -Programmable Thermostat, 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft - RB-Attic radiant barrier, MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Total as -built points: 34893.00 Glass/Floor Area: 0.11 Total base points: 39625.00 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: bE DATE: cA - 01 I hereby certify that this building, as designed, is in compliance with the Florida E ergy Code. OWNER/AGENT:- DATE: 20.Of 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. BUILDING OFFICIAL: DATE: y04"fHE ST4? 0 moo 1; 4 Al r cD EnergyGauge® (Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:. , , PERMIT #: AS -BUILTBASE GLASS TYPES 18 X Conditioned X BSPM = Points Type/SC Ornt Overhang Len Hgt Area X SPM X SOF = Points Floor Area 2872.0 42.08 21752.4 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 18 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0,99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44,66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0,94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adajcent 622.0 0.7 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4,80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM Points Under Attic 2091.0 0.60 1254.6 Under Attic 19.0 2091.0 1.10 2300.1 Base Total: 2091.0 1254.6 As -Built Total: 2091.0 2300.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p) 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1,80 828.0 Base Total: 7079.2 As -Built Total: 4656.1 EnergyGauge(l DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 60742.2 Summer As -Built Points: 57716.6 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Cooling Points 60742.2 0.3577 21727.5 57716.6 57716.6 1.000 1.00 0.975 0.975 0.341 0.341 1.000 1.000 19182.2 19182.2 EnergyGaugel DCA Form 60OA-97 EnergyGauge0/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BWPM = Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 2872.0 4.79 2476.0 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 18 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adajcent 622.0 1.8 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 2091.0 0.60 1254.6 Under Attic 19.0 2091.0 1.00 2091.0 Base Total: 2091.0 1254.6 As -Built Total: 2091.0 2091.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 173.0(p) 1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p) 2.40 415.2 Raised 460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 As -Built Total: 412.8 EnergyGauge@ DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM Points Area X WPM Points 2872.0 -0.28 804.2 2872.0 0.28 804.2 Winter Base Points: 7121.3 Winter As -Built Points: 11104.3 Total Winter X Points System = Heating Multiplier Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Heating Points 7121.3 1.0730 7641.2 11104.3 11104.3 1.000 1.00 0.998 0.998 0.471 0.471 1.000 1.000 5216.4 5216.4 EnergyGaugel DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 i FORM 60OA-97 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 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 21727.5 7641.2 10256.0 39624.7 19182.2 5216.4 10494.5 34893.2 PASS y04-TEIE STgl o a A • Y o rl; EnergyGauge' DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , r..... r rnllf+T1/1A1 d-r%RA31 IAK]rr- r_NFf_KI IST PERMIT #-. CHECK COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE Exterior Windows &Doors 606.1.ABC.1.1 Maximum:.3 cfmis .ft- window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors &frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & toptbottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION. Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 d inside aTypeICratedwithnopenetrations, sealed; or Type IC or non -IC rated, inst; 2.0sealedboxwith1/2" clearance & 3" from insulation; or Type IC rated with < cfm from conditioned space, tested. Multi-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavil between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. a _ ...L.d 4.v nll rnci lennnc i 6A-ZZ U I F1tK rKr-bl.Klr I IVC MEHJVRGA 1111UJt vc n.— v. v..v........ -. _..._--__--- CHECK COMPONENTS SECTION REQUIREMENTS 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuitWaterHeaters breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612A Water flow must be restricted to no more than 2.5 gallonsper minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Seperate readily accessible manual or automatic thermostat for each system.,.. Insulation 604.1. 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugel DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 I ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.6 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tintlother SC/SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. NIA 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family - a. Central Unit 1 4 b. N/A No _ 2872 ft' a N/A 319.0 ft' _ 13. Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 ft' _ 0.0 ft' b. N/A R=5.0, 173.0(p) ft c. N/A R=11.0, 460.0ft' _ 14. Hot water systems a. Electric Resistance R=3.0, 876.0 ft' _ R=l 1.0, 785.0 ft' _ b. N/A R=11.0, 622.0 ft2 _ a Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2091.0 ft' _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 320.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For BuildingConstructionthroughtheaboveenergysavingfeatureswhichwillbeinstalled (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: m Z spec; Date: 8 ,25,pl Address of New Home: 2-i-5 - City/FL Zip:(D fl 304 43 Cap: 58.0 kBtu/hr SEER: 10.00 Cap: 58.0 kBtu/hr _ HSPF:7.25 _ Cap: 50.0 gallons EF: 0.86 _ SY1E Sr NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar""designation), your home may qualms for energy efficiency mortgage (EEM) incentives ijyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec. ucfedu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeO (Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 For: DR HORTON Notes: essgn Information.. Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 40112 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40112 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2872 2872 Volume (ft') 22976 22976 Air charges/hour 0.7 0.4 Equiv. AVF (cfm) 269 153 Heating Equipment Summary Make TRANE Trade Outside db 93 OF De nTD9 75 18 OF F gRellatrangeehumidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 34420 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg.. data n Rate/swing multiplier 0.98 Total sens. equip. load 35187 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip. load 8118 Btuh Total equipment load 43304 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 80.0 AFUE Efficiency Heating input 0 Btuh Sensible cooling Heating output 0 Btuh Latent cooling Heating temp rise 0 OF Total cooling Actual Treating fan 2000 cfm Actual cooling fan Heating air flow factor 0.050 cfm/Btuh Cooling air flow factor Space thermostat Load sensible heat ratio 0.0 EER 0 Btuh 0 Btuh 0 Btuh 2000 cfm 0.058 cfm/Btuh BoWitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 82 % wr,S;iHtsoft Right-SuHeResidential— 5.0.33RSR26016 2000-va-1biz:rca Page 1 ACCA 2879REVD.rsr RIGHT-J CALCULATION PROCEDURES A, B, C, D ej Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 log COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.7 ach x 22976 ft' x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 OF Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 357 ft2 Totalnddwindoor ow 26.5 Btuh/ft2 Prnr_Adure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 22976 ft3 x 0.0167 - 153 cfm 2. Summer infiltration load 1.1 x153 cfm x 18 OF Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 357 ftZ Totalnddoorwindow 8.5 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 153 cfm = 4526 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD 1485 Btuh Sensible load for structure (Line 19) 3 Btuh Sum of ventilation and structure loads - 34420 Btuh Rating and temperature swing multiplier x 0.98 35187 BtuhEquipmentsizingload - sensible 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. 212 Internal loads = 230 Btuh x 6 people + Infiltration load from Procedure C + 45264526 Btuhuh Btuh Equipment sizing load - latent - Btuh Construction Quality is: a No. of rlrepiaces is: U Bold/rtahc values have been manually ovefddden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WI IQi1tSCi Right-Suile Residential'" 5.0.33 RSR26016 2000-Od-16 12:37 24 Page 1 ACCK 2879REVfjrsr RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room Entire House LIVING RM FOYER ft LOWER STAIRS 11.011.0 ftft2Lengthofexposedwall314.0 ft 14.0 x 29.0 ftft 6.0 x 14, 08. 11.0 x 3 Room dimensions 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 It heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF C5 HTM Area Load (Btuh) Area Load (Btuh) Clg Load ( Btuh) Htg Clg Area ft=) Load ( Btuh) Htg Clg EXPOSURENOHtgClgft') Htg Clg ft=) Htg 5 Gross a 14 4.6 2.1 1080 232 64 H.. N H 0 0 Exposed b 12 2.9 1.9 920 0 M.« H H«« CO V0 HH walls and c 13 3.2 1.2 640 0 H« r•. H«« r..• partitions d 0.0 0.0 0 H«« 0 H„• 0 e f 0. 0 0. 0 0. 0 0. 0 0 0 0 H. H.. 0 0 6 Windows and a 1C 37.0 266 9831 32 1183 0 18 0 665 0 0 0 0 0 glass doors b 8C 37.0 53 1959 0 0 0"" 0 0 0 0d Heatingc9C38.7 y 0 0 0 0 0 0 e 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0' f 0.0 0 0 0 0 7 Windows and North 25.2 99 2495 0 0 0 0 0 0 0 t" 0 0 glass doors Cooling NE/ NW E/ W 0. 0 62. 5 0 195 12192 32 174/ 18 1573 0 0 0 SE/ SW 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 South 35.0 25 875 0 0 0 0 0 0 Horz 0.0 0 0 8 Other doors a 10 14.7 9.9 38 559 378 0 0 0 0 20 0 294 0 199 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 9 Net a 14 4.6 2.1 876 4037 1804 200 922 412 10 46 0 21 0 0 0 0 0 0 0 exposed b 12 2.9 1.9 785 2261 1526 64 0 184 0 124 0 0 64 202 75 8 8027103 walls and c 13 3.2 1.2 622 1959 728 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 2091 3546 4655 210 356 467 48 0 81 0 107 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 11 Floors a 22B 13.1 0.0 173 2270 0 29 380 0 14 184 0 0 0 11 0 144 0 0 0 Note: room b 19 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter c 19C. 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Is dlspl. for slab d a 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.5 8.5 357 9454 3039 32 847 272 38 1006 323 0 0 0 13 Subtotal loss=6+8..+11+12 36466 HH 3873 H.. H 2479 0 K;; 4202 Less external heating 0 0 0 0 H 0 0 14 Less transfer Duct loss 10° 3647 10° 1 38710° 4 28 210° 4 2 415 Total loss = 13+14 40112 487 16 Int. gains: PAeople @ 300 2 F34420 0 0 0 0 0 0 0 0 0 0 0 17 PPII• @ 1200 Subtot RSH gain=7+8,.+12+16 H«« 3017 2298 0 103 0' Less external cooling 0 0 0 0 18 19 Less transfer Dud gain Total RSH gain=(17+18)'PLF 10° 1. 00 10° 1, 00 302 3319 10° 1. 00 527 2527 10° 1. 00 23 10 113 7 20 Air required (cfm) 2000 2000 212 193 136 147 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w r 9 f i tsoTc Right -Suite Residential'" 5.0.33 RSR26016 2000 Oct-16 1 Page I Page 1ACC%. 2879REVD. rsr RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 log COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room LAUNDRY RM WIC SITTING RM MASTER BATH 2 Length of exposed wall 11.0 ft 15.0 x 6.0 ft 19.0 ft 13.0 x 11.0 ft 10.0 ft 10.0 x 10.0 ft 11.0 ft 10.0 x 11.0 ft 3 4 Room dimensions Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/coo1 8.0 ft heat/cool TYPE OF CS HTM Area load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE Htg Clg ft2) Htg Clg ft2) Htg Clg ftZ) Htg Clg ft=) Htg Clg 5 Gross a 4.6 2.1 0 88 0 80 00Exposed 88 br14 2.9 1.9 0 t.64 0 0wallsandc3.2 1.2 88""_ 0_ 0„„ 0partitionsd0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 0 0 16 0 591 0 16 0 591 0""' g lass doors b 8C 37.0 0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 0 0d e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0 0 0 0 7 Windows and North 25.2 0 0 0 0 0 0 0'»• 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 616 870 Cooling EM 62.5 0 0" 0 0 0 0 0 0 0SE/SW South 0.0 35.0 0 0 0 0 16 486 0 0 Horz 0.0 0 0 0 0 0 0 0` 0 8 Other doors a 110C 14.7 9.9 18 265 179 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 01 0 0 0 c 0.0 0.0 0 0 9 Net a 14B 4.6 2.1 0 0 0 88 406 181 64 295 132 72 332 0 148 0 exposed b 12C 2.9 1.9 0 70 0 221 0 82 0 64 0 202 0 75 0 0 0 0 0 0 0 0 0 0 walls and c d 13C 3.2 0.0 1.2 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0partitions e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 11 Floors a 22 13.1 0.0 11 144 0 19 249 0 10 131 0 0 0 11 0 144 0 0 0 Note: room b 19 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter is displ. c d 19 1.1 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for b 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 12 Infiltration a 26.5 8.5 18 477 153 0 0 0 16 424 136 16 424 136 13 Subtotal loss=6+8. +11+12 1106 856 1441 0 1491 0 Less external heating 0 0 0 0 0 14 Less transfer Duct loss 10° 0 111 10° 86 10 ° 144 10° 149 1640 15 Total loss = 13+14 1217 942 1585 16 Int. gains: PeoAppple @ 0 0 0 0 0 0 17 1200 Subtot RSH gain=7+8..+12+16 1 600 1014 256 754 0 1155 0 Less external cooling 0 0 0 0 0 0 18 Less transfer Duct gain 100 101 100 26 282 10° 1.00 75 830 10° 1.00 115 1270 19 Total RSH gain=(17+18)'PLF 1 00 1115 1.00 47 16 791 48 821 74 20 Air required (cfm) 61 65 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gh tsof c Right -Suite ResidentialTM 5.0.33 RSR26016 2000-0c1-1G 1 Page 2 ACCA 2879REVD.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room MASTER BEDRM MASTER HALL BATF FAMILY RM NOOK 2 Length of exposed wall 13.0 ft 13.0 x 21.0 ft 0.0 ft 6.0 x 5.0 ft 36.0 ft 17.0 x 19.0 ft 5.0 ft 5.0 x 17.0 ft3 4 Room dimensions Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 80 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO Htg Clg ft2) Htg Clg W) Htg Clg W) Htg Clg ft) Htg Clg 5 Gross a 14 4.6 2.1 104 0 0 288 64 ter„ 40 0 Exposed b 12 2.9 1.9 0 0 0 0 walls and c 13 3.2 1.2 0 partitions d 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 01 0 6 Windows and a 1C 37.0 16 591 0 0 0 0 0 533 0 19599 0 00 0 00glassdoorsb8C37.0 0 0 0 0 0 0Heatingc9C38.7 7 Windows and North 25.2 0 0 0 0 0 0'"'• 0 0 0 0 0 0 0 glass doors Cooling NE/NW ENV 0.0 62.5 0 16 0 870 0 0 0 53 2883 0 mow• 0 SE/SW 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 South 35.0 0'"" 0 0 0 0 0 0 0 0 0 Horz 0.0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0 c 0.0 0.0 0 0 0 9 Net a 14 4.6 2.1 88 406 181 0 0 0 235 1083 484 40 0 184 0 82 0 exposed b 12 2.9 1.9 0 0 0 0 0 0 0 64 0 184 0 124 0 0 0 0 walls and c d 13 3.2 0.0 1.2 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0partitions e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 10 Ceilings a 16 1.7 2.2 0 0 0 0 0 0 323 548 719 0 85 0 144 0 189 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 11 Floors 22 13.1 0.0 13 171 0 0 0 0 36 0 472 0 0 0 5 0 66 0 0 0 Note: room 19 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeterisdispl. te 19 1.1 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) 0.01 0.0 0 0 12 Infiltration a 126.51 8.5 161 424 136 0 0 0 53 1404 451 0 0 0 13 Subtotal loss=6+8, +11+12 1591 0 l... 5650 394 0 Less external heating i 0 0 0 0 14 Less transfer Duct loss 10° 150 10° 0 0 10° 565 6215 10° 39 433 15 Total loss = 13+14 1750 16 Int. gains: PAeople @ 1 300 0 0 0 4 0 1200 0 0 0 0 0 17 II 1230000PP • @ Subtot RSH gain=7+8..+12+16 1488 0 5862 272 0 Less external cooling 10° 0 0 0 0 0 0 18 Less transfer Duct gain 149 1637 10° 1.00 0 0 10° 1.00 586 6448 100 1.00 27 299 19 Total RSH gain=(17+18)'PLF 1.00 0 310 375 22 17 20 Air required (cfm) 87 95 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr C ht50%C Right -Suite Residential TM5.0.33RSR26016 2000-Od-161PagPage 3 ACCA 2879REVD.rsr RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room KITCHEN DINING RM BEDRM 2 UP BATH RM 2 Length of exposed wall 7.0 ft 7.0 x 17.0 ft 7.0 ft 7.0 x 17.0 ft 28.0 ft 16.0 x 12.0 ft 11.0 ft 11.0 x 13.0 ft 3 4 Room dimensions Ceiings Condit. Option 0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NS Htg Clg Htg Clg ft') Htg Gig ft=) Htg Clg ft=) Htg Clg Gross a 14 4.6 2.156 Area 56.l.... 6 96 0Exposed5b122.9 1.90""• 0«'!""128 walls 88•!!! and c 13 3.2 1.20 00partitionsd0.0 0.00 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1 C 37.0 10 370 23 850 0 155 5544 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 0Heatingc9C38.7 0 0 0 0 0 0 0 0 d e 0.0 0.0 0 0 0 0 0 0 0 0 0'«' 0 0 0 0f0.0 0 0•«• 0 7 Windows and North 25.2 10 204 23 469 0 0 0` 0 0 0 0 0 0 doorsFooling NE/NW 0.0 0 0 0 0 0 0 0 15 816 0 0 Cooling ENV 62.5 0 0 0 0 0 0 0 0 SE/SW South 0.0 35.0 0 0 0'« 0 0 0 0 0 Horz 0.0 0""' 0 0 0 0 0 0 0 8 Other doors a 10C 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0 c 0.0 0.0 9 Net a 148 4.6 2.1 46 212 95 33 152 0 68 0 0 81 0 233 0 157 0 0 0 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 128 403 150 88 277 103 walls and partitions c d 13 3.2 0.0 1.2 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 10 Ceilings a 16C 1.7 2.2 119 202 265 119 202 265 192 326 427 143 0 243 0 318 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 11 Floors a 228 13.1 0.0 7 92 0 7 92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeterisdispl. c d 19C 1.1 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) b f 0.0 0.0 0 0 12 Infiltration a 26.5 8.5 10 265 85 23 609 196 15 397 128 0 0 0 13 Subtotal loss=6+8, +11+12 1140 1905 1914 520 Less external heating 0 0 0 14 Less transfer Duct loss 100 0 114 10° 190 f" 10° 191 10° 52 572 15 Total loss = 13+14 1254 2095 2105 16 Int. gains: Peopple @ 300 0 0 1 0 300 0 0 0 0 0 0 0 0 17 App. @ 1200 Subtot RSH gain=7+8..+12+16 1 1200 1849 1298 1678 421 0 Less external cooling 1 y;; 0 0 0 0 0 0 Less transfer 10° 185 10° 130 10° 168 10° 42 18 19 Duct gain Total RSH gain=(17+18)'PLF 1.00 2034 1.00 1428 1.00 105 1846 107 1.00 29 463 27 20 Air required (cfm) 63 118 104 83 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr@C_J 1'1-CSPage 4 OfCRight -Suite Residential- 5.0.33 RSR26016 2000-Od-16 12:37:24 ACC 2879REVD.rsr RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-97 MANUAL J: 7th Ed. 1 Name of room UP STAIRS\CLOST ACTIVITY RM 49.0 ft BEDRM 4 15.0 ft BEDRM 3 28.0 ft 2 Length of exposed wall 10.0 ft 10.0 x 5.0 ft 23.0 x 20.0 ft 15.0 x 10.0 ft 16.0 x 12.0 ft 3 Room dimensions Option 8.0 It heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 4 Ceiings Condit. TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Htg Clg Area ft') Load (Btuh) Htg Clg Area ft') Load (Btuh) Htg Clg EXPOSURE NO Htg Clg ft') Htg Clg ft') 5 Gross a 14 4.6 2.1 0 0 0 352 0 120 m 0 224 Exposed b 12 2.9 1.9 40 0 0 walls and c 13 3.2 1.2 80 0 0 0 partitions d 0.0 0.0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 6 Windows and a 1C 37.0 0 0 900 33266 15 p 554 0 15 0 554 0 doorsCling b 8C 37.0 0 0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d e 0.0 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 7 Windows and North 25.2 0„" p 53 1552 0 13 0 269 0 0 0 0 0 glass doors NE/NW 0.0 62.5 0 0 0 0 0 30 2622 0 0 15 816 Cooling E/W SE/SW 0.0 0 0 0 334 2 55 p 0 0 South 35.0 0 0 0 7 0 0 0 0 Horz 0.0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 9 Net a 14 4.6 2.1 0 0 0 0 0 0 262 0 755 0 509 0 105 0 302 0 204 0 209 0 602 0 406 exposed walls and b c 12 13 2.9 3.2 1.9 1.2 0 80 252 94 40 126 47 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16 1,7 2.2 50 85 111 460 780 1024 150 0 254 0 334 0 192 0 326 0 427 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 11 Floors a 22 13.1 0.0 0 0 0 0 0 460 0 589 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room b 19 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. for slab d a 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 26.5 8.5 0 0 0 90 2383 766 15 397 128 15 397 128 13 Subtotal loss=6+8..+11+12„• 330 7959 1508 0 1879 0 Less external heating 0 0 0 0 Less transfer 100 0 34 10° 796 10° 151 10° 188 14 Duct loss 370 8755 1659 2067 15 Total loss = 13+14 0 0 0 0 0 0 0 0 0 0 0 0 0 016Int. gains: Aeople @ 17 II 1200PP .. @ Subtot RSH gain=7+8..+12+16 205 6855 0 990 0 1777 0 Less external cooling 0 0 0 0 0 Less transfer 100 20 10° 685 10° 99 10° 55191418 19 Duct gain Total RSH gain=(17+18)`PLF 1.00 225 1.00 7540 1 00 83 1063 1.00 103 20 Air required (cfm) 18 437 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 2000-Od-16 12:37:24 wr-GJ t t50ft Right -Suite Residential' 5.0.33 RSR26016 Page 5 ACC-P. 2879REVD.rsr RIGHT-J WINDOW DATA T; DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING RM a n w a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 54.4 32.0 0.0 FOYER a n w a c n 0 n 1 1 90 1.0 4.0 7.0 8.0 87.4 8.0 0.0 a n w a c n 0 n 1 1 90 1.0 4.0 5.0 2.5 87.4 10.0 0.0 LOWER STAIRS LAUNDRY RM WIC SITTING RM a n s a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 30.4 16.0 0.0 MASTER BATH a n e a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 54.4 16.0 0.0 MASTER BEDRM a n e a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 54.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n e a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 54.4 53.0 0.0 NOOK KITCHEN a n n a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 20.4 10.0 0.0 r1 W r ht5(ft Right -Suite Residenlial*'" 5.0.33 RSR26016 2000 OU-16 1 Page 1 A 2879REVD rsr Page 1 DINING RM a n n a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 20.4 23.0 0.0 BEDRM 2 a n e b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 54.4 15.0 0.0 UP BATH RM UP STAIRSICLOST ACTIVITY RM a n w b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 87.4 30.0 0.0 a n s b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 46.4 60.0 52.8 BEDRM 4 a n s b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 15.0 13.2 BEDRM 3 a n e b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 54.4 15.0 0.0 W i IQ ilt50ft Righl-Suite Residential"' 5.0.33 RSR26016 2000-Oct-16 12:37:24 Page 2 2879REVD.rsrA OPT. &LIT ?NIA LIGINT W. DOOR 1CvII OPT A / COACH LIGHT Fi FI0DV- P I0-n44aBnq MIN, ELEC S Sa TREE S FOUR u CEILRY 7Y11, 5RACK s TRACK GA739A 0 BMOKE 110V m 110v DU WATERI 770V O 0 V7 EWIr a-.Cu TELEV6 TELEM FLOUR( DOUN L m ADJU01 I eK I 1 5 PLOT PLAN A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHWEST 1/2 OF SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST; THENCE N 00'25'29 E (ASSUMED BEARING) ALONG THE WEST LINE OF THE NORTHWEST 1 /4 OF SAID SECTION 18, A DISTANCE OF 759.01 FEET; THENCE DEPARTING SAID WEST LINE ON A BEARING OF S 89'34'31" E A DISTANCE OF 1120,80 FEET TO THE POINT OF BEGINNING; THENCE S 00'42'26" W A DISTANCE OF 110.00 FEET; THENCE S 89'17'34"E A DISTANCE OF 50.00 FEET THENCE N 00'42'26" E A DISTANCE OF 110,00 FEET; THENCE N 89'17'34" W A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING. NOTE: WE DO NOT ACCEPT RESPONSIBIUTY FOR ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED PLAT THAT TRACT ATHISPLOTPLANISBASEDON. BELGIAN WAY 50' RIGHT OF WAY OF (PROPOSED) BAKERS CROSSING PHASE I POINT OF COMMENCEMENT THE SOUTHWEST CORNER OF THE NORTHWEST 1/2 OF SECTION 18-20S-31E POINT OF 0 BEGINNING, 1120.80' CL S 89'34'31' o o N OFO Z N7 yN a 3\- Rellos%3 FLOC"'.14f1 :+ I i V MUSTBLZ OWN VEV LOT 75 MINIMUM LOT WIDTH 50' FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 41S PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES NLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF 4E PROPOSED HOUSE, REFER TO HOUSE PLAN AND OPTION ST FOR CONSTRUCTION. L BUILDING SET BACK LINES SHOWN HEREON IS PER DATA JRNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ALY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 97 BEING S 89'17'34" E PER PROPOSED PLAT. FIELD DATE:) REVISED: SCALE:_ 1 = 30 FEET APPROVED BY: EEC JOB NO. ASM33010 DRAWN BY: LOT PLAN 9-5-01 JML 50.00' N 89'17'34" W T 10' UTILIrY EASEME 7''. b -- ui oonOII N O 14.7 R S. J' 20.0' t o N PROPOSED 041 1 MODEL 2879 s} FINISHED FLOOR r ELEVATION=38.8' II& tV rl LOT 97 0 DRAINAGE TYPE B 1 v 1l-83--'---- S 89*17'34" E 50.00' LOT 76 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 99.9' PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL. POINT P) PER PLAT M) MEASURED FNO FOUND AMERICAN SURVEYING & MAPPING ERTIFICATION OF AUTHORIZATION NUMBER LB/631 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 LOT 97 CONTAINS 5500 SQUARE FEET t THIS STRUCTURE CONTAINS 2104 SQUARE FEET t TOTAL CONCRETE 585 SO. FT. t TOTAL SOD 2811 SO. FT. t LOT 96 LOT 77 CNA CORNER NOT ACCESSABLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING C DENOTES CHORD R RADIUS PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PC DENOTES POINT OF CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE SO. FT. SQUARE FOOTAGE 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SLAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. yI_0(THEFOR FIRM EMO"E. COLE, PCOLE, PSM1 #4403 DATE