Loading...
232 Belgian Way - BR02-000885 (BAKERS CROSSING) (SFR) DOCUMENTSPERMIT ADDRESS` CONTRACTOR D R Horton 6250 Hazeltine Nat'l Dr #102 ADDRESS Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER 5CUI\Qi ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR I j /-J, f J MECHANICAL CONTRACTOR EW W'i/ PLUMBING CONTRACTOR 1 f ;1 ( MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE t7 t7 SUBDIVISION A PERMIT # C; DATE -3 L Z 1 Z PERMIT DESCRIPTION J'-()A,O PERMIT VALUATION 101 ,r cl % SQUARE FOOTAGE a i CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that thi 232 BELGIAN WAY which permit 02-0000088 has been completed accord office of the Building Off permit, to wit as njjnAkt building, plumbing, el ct. ordinances of the City of regulations. STAFF APPROVAL BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water bui)3ing located at for has heretofore been issued on 3/28/02 g to plans and specifications filed in the ial prior to the issuance of said building V_;_i&A4jz complies with all the al, z ing and subdivision regulations Sanford and with the provisions of these Subdivision Regulations Apply: DATE Z to I 2JOZ DKr V-_T ENGINEERING: Drainage ' OL Maintenance Bond PUBLIC WORKS: Street Name Signs Storm Sewer Street Work DESCRIPTION Yes No L DATE APPROVAL FIRE: Inspected Sewer Lines In Sewer Tap Street c Paved Street S Lights Driveway RRRC VhTn WATER -SEWER IMPACT FEES O1-APPLCTN FEE -ELECTRIC O1-APPLCTN FEE -ELECTRIC O1-APPLCTN FEE -BUILDING O1-APPLCTN FEE -MECHANIC O1-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES O1-FIRE IMPACT - RESIDENT O1-LIBRARY IMPACT FEE DATE 6/07 02 7/15/02 3/28/02 7/01/02 6/07/02 3/28/02 3/28/02 3/28/02 AMOUNT 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 232 BELGIAN WAY for which permit 02-00000885 has heretofore been issued on 3/28/02 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. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 3/28/02 279.61 01-POLICE IMPACT RESID 3/28/02 91.93 01-RADON GAS TAX FEE 3/28/02 14.13 01-ROAD IMPACT FEES 3/28/02 847.00 01-RECOVERY FD/CERT. PGM. 3/28/02 14.14 01-SCHOOL IMPACT FEE 3/28/02 1384.00 WD IMPACT:SINGLE FAMILY 3/28/02 650.00 SD IMPACT:SINGLE FAMILY 3/28/02 1700.00 OWNER BUILDING OFFICIAL / DAT REQUEST FOR FINAL INSCEITYI OF SAINIFORD CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESID-tN.CE**** OCT 18 2002 DATE \ , RECEIVED PERMIT # r - &' , J ADDRESS SUBDIVISION Bakers Crossing CONTRACTOR D R Horton 1 1 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 "' VUYP Fema Rec'd Public Works Cert. of Elev. Rec'd Utilities Bldg. Inspector Apprvd Conditions: (to be completed only if approval is conditional) 7 C, a. i S a i 302 •- N CITY OF 11 NFORD REQUEST FOR FINAL INSPECTION OCT 10 M&FICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCRECEVtu DATE - PERMIT # C a — a. ADDRESS C L,,_ 1C' SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 Lm 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_ J?-- Public Works Y21 fMm NS Cert. of Elev Utilities Conditions: (to be completed only if approval is conditional) Rec' Bldg. Inspector Apprvd 0 ERT-I'f:-ICATE--Of--O-C-GUP-AN,C;Y-ADD-E- N D-U M OWNER: A D D R E S S: DATE- RFASON FOR DISAPPROVAL_ ' l wP.r s ti w o C CONDITIONAL AGIIEI--Mt--Nl-- FlRI-- 1)1-:'[AFITMF-N1- PUBLIC WORKS ENGINEERING REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE \ , -(:\' () PERMIT # C1 ) — &CG 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.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'd Utilities / A"' Bldg. Inspector Apprvd Conditions: (to be completed only if approval is conditional) LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 10/10/02 11:44:12 Location ID • • • • • . • 230075 Parcel Number • • • . • : 18.20+31. - - Alternate location ID Location address • • • • • 232 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 40102 2.00 CSVC U BP02-885 PD 3-28-02 SEE REC#5273 40102 3.00 CSVC ITT 3/4" WA METER SET FEE *190.00 PD 3-28-02 40102 4.00 CSVC LLT REC#5273 40102 5.00 6.00 7.00 — 8.00 9.00 — 10.00 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 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 or NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 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 232 BELGIAN WAY CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 42, BAKER'S 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): NN' - aa.#W' or aa.aaaal<° NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE I FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 0045 E 4/17/95 4/17/95 X 24.5' 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): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: Z NGVD 1929 NAVD 1988 Other (Describe): _ 1312. 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) Cl. 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 Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. Slate 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 an the FIRM? Yes N No o a) Top of bottom floor (including basement or enclosure) 34. 3 fL(m) ro o b) Top of next higher floor 44.2 I'L(nn) rn o c) Bottom of lowest horizontal structural mernber (V zones only) N/A. _ft.(m) 00 N o d) Attached garage (top of slab) 34. 1 ft.(m) o e) Lowest elevation of machinery and/or equipment w a, servicing the building (Describe in a Comments area) 32.9 ft.(rn) E ti o Lowest adjacent (finished) grade (LAG) 32.6 ft.(m) Z . o g) Highest adjacent (finished) grade (HAG) 33. 3 fl.(nn) o h) No. of permanent openings ((food vents) within 1 ft. above adjacent grade 0 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. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STET, E.180 A I Ill ___AA ORLANDO FL 32801 SIGNATURE I ). (L ) A )I / DATE TELEPHONE 1 11 i' 1 / 1 10/14/02 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (IndudVg Apt., Unit Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 232 BELGIAN WAY ' CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HERE ON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN 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 Et through E4. K the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is — fl.(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 (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ fl.(m) _in.(cm) above 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 communitys floodplain management ordinance? Yes No Unknown. The local official must ce* this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 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 ordnance 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 Secticn C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date on the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or oommunity-issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -butt lowest floor (including basement) of the building is: _. _fl.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ fl.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 61-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS c 3 6% t Y PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 42, BAKERS CROSSING, PHASE I AS RECORDED IN PLAT BOOK 60. PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOT PLATTED PER THIS PLAT 50.00' S89'36'15"E FND 5/8-IRON ROD 1 NO ID. (10/13/02) ILOT42 W I s n W J 6 I 6 1 wI1Q 1 Z JJo 9.0' i o I rye 1" a 30' a CS GRAPHIC SCALE 0' S.0 40.0' 0 15 30 z 2 LOT 41 ( 2 TWO STORY c° o LOT 43 VO w CONCRETE BLOCK WOOD FRAME o RESIDENCE 0^°' N p p CV FINISH FLOOR a fZELEVATION-34.32 + 0 1232 BELGIAN WAY 0 O N Z COVERED ENTRY v 5.3' 13.0' aI"T"'9 17.7' 13' C/1 I Vt 1 N ORWNGRL1va:WgY,, i i 1 J B I FND 5/8" IRON ROD 1 10' UTIUTY EASEMENT NO ID. (10/13/02) I WALK IS .... 1.5' OFF 31 • 0.,.4/ N89'36 15 1 MI 50.00' I InN OI 95.32' O N 89'36 15"W PT CERTIFIED TO: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 10-13-02, UNLESS OTHERWISE SHOWN. 3. 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. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0135,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 SOUTHERLY LINE OF LOT 42 BEING N 89'36'15" W PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: FINAL 10-13-02/CC ASM32967 FOUNDATION 7-18-02/CC JOB N0. PLOT PLAN 1-2-02 JML DRAWN BY: 1LOT FIT 5-2-01 JML I 1 5 WALK IS 1.5' OFF CENTERLINE OF RIGHT-OF-WAY 136.74' -- ----_ 232.06 PI BELGIAN WAY TRACT A 50' RIGHT OF WAY NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/w SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE I80 ORLANDO, FLORIDA 32801- (407) 426-7979 NAIL & DISCQFNDLB04671 (10/13/02) FND 5/8- tRON ROD AND CAP O LB #4671 (10/13/02) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANCENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MFFTS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAP: FR3 :N CHAPIER 61G17-6, FLORIDA AOM:NiSTRAP:,c CODE PURSUANT TO CHAPTER 472.027, FLORIDA lo-F 5-oZ V I /1 f ' FORV/' K V THEFIRM WILLIAM R. MIJSCATLO jr. PSM #+ 928, DATE CITY OF SANFORD MECHANICAL PERMIT APPLICATION Permit Number: Date: - 2P- OZ The'undersigned hereby applies for a permit to install the following equipment: Owner's Name: Address of Job: Mechanical Cor Residential Non -Residential Amount Nature of Work: 3 d Job Valuation: Application Fee: S10.00 TOTAL DUE: By signing this application, I am stating that I am in compliance with Mechanical Code. / ST. CERr't1C" CAM 32443 Slate License Number a3a ,a,4-1 HIM 11111INIs11Kill III InIanlIIIIUMeIIIION 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 VARYANNE MORSE9 CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04407 PG 0089 CLERK' S # 2002678039 RECORDED 05/14/2002 12:32:57 PM RECORDING FEES 6.00 RECORDED BY G Narford pc, nrm i 6 -2 - s85 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 ppropperty: Lot( s) 7, 33, 34, 42, 54 and 56 Bakers Crossing Phase I 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 #: 0- 2— ontractor: D.R. Horton, Inc. Phone #: Fax #: ddress: 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(I)(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: c• Robert A. Laws sststant Secretary Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of 1204 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on behalf o the corporation. He/ She is personally known to me. s PATRICIA L. COULTON 0 9N LqC M!' Comm Exp. 7Rtar2002 No. CC 762427 Notary Seal MAY 14 W, CMIFIV con IAARYASK MONSE mERK OF CIRCUIT Coma 0 UK". FLORI CtE CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: 0 2Date: %-, —oZ The undersigned hereby applies for a permit to install the following electrical: Owner' s Name: ID • 2 ' 14Tr-teY, ' Address of Joi; Z 3 Z e.+. A -tA,_ w Electrical Confractor: `. 0)"L- Resiaer, tia1: Non -Residential: Dumber Amount Addition. Repair (Residential a Non -Residential) - -- Service Change of Seri -ice: _ From AMP Service to AMP Service Manufactured Building Other: Description of Work. - Application Fee: S10.00 TOTAL DUE: By Signing 1hi, :application I ann stating that I am in compliance \•:ifh Cite of Sanford Electrical Code. Applicant' s Signature E i2 -_p 0 r ,5 2_g Z State License Number e 7-_ r4 CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: Y,5 .5— Date: The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: f/ 1-101 7 c- // Si U!''1 /14;211 Address of Job: 23 Z- 6 _-_ L 6 ! .A-/ti \/ C/ y Plumbing Contractor: 4 S 7 Lv L. ; A-t. 1 F 11 L, U •4-A Residential: / Non -Residential: Number Amount Addition Alteration Repair Residential & Non -Residential New Residential: One Water Closet Additional Water Closet O n Commercial: Minimum Permit Fee $25.00 Fixtures Floor Drain Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: 10.00 TOTAL DUE: 2 y.lJa By Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code. t Applicant's Signature State License Number Im 1 U- 4- I UPSTAIRS BRG. @ A A A AlA AlA f I I I AlA AlA 00 31 I I QI I AlA I J W Al I A2 Q M I A2 - I A2 A2 BG A B--------- - ----- --------------- ---.-CiAB. A2-._- - - -- D_ _ .............. -- - I E - - a. --'-AB _ - - - - IE 9-0-0 BRG. ! ----- ----- I EGAB 13-4-0-BRG, IN ENTRY I9-4-0 IS-d-n N o=c VIA 1 0: ALL BEARING WALLS TO BE PLACED I _1I_ 1 PLY HGR. ,CTICE!! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I PRIOR TO SETTING TRUSSES.. I t 6 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS 1 -- WALLS SHOWN ARE TO BE BEARING.. A d 3 PLY HGR. SIGNED APPROVAL: X L------ --- - -- - -- I-t------------------- 1 I JOB NUMBER: IDR2289, DATE: PITCH: LOAD:SHINCLES 6. 407-321-1440C CU SPAN CUSTOMER:ID.R. HORTON /H:12" BY: T.H JOB NAME: (MODEL 2289 BRG: BLOCK I I 0 I 40-0- T2 T23 -- I I - -- -- T2-3 ter— 1ST FLOOR BRG, @ 8-0-0 ) o x NOTE: PLACEMENT MAY (VARY DUE TO FIELD CONDITIONS A/C PLUMBING ECT. SEE INSTALLATION GUIDEI 0 T23 -- U 0 w T23 TG23 18-8-0 TG19 c T 19-- oo a w Q: I V)_-__- II 7 T19=-==___.__ cy- o T19 0 cu TT19 TRIM IT rWAf\r ALL BEARING WALLS TO BE PLACED I 1 J L IUT FACE/MT 1 PRIOR TO SETTING TRUSSES.. I li MIT TOP/MT WALLS SHOWN ARE TO BE BEARING.. I 1A d SPC CCU SPAN JOB NUMBER: DR2289' ,. DATE: 407-321-144 CUSTOMER:ID.R. HORTON 800-33G-4008 BY:D'HJOB NAME: I 2289 o= o FLOOR SYSTEM MCTICE!! REVIEW ALL SPAN DIMINSIONS--BRG. WALLS I ENGINEERED DRAWINGS--LOADING--PITCH AND OVERHANGS SIGNED APPROVAL: X I Ao9il v• MiTek® January 9, 2002 MiTek Industries Inc 16472 Segovia Circle North Pembroke Pines, FL 333314627 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 : I1609467 thru I1609498. Total : 32 drawings. Job :DR2289A Builder D.R. HORTON Location :BAKERS CROSSING, LOT 42 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 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: Junaidie Budiman, PE 1) 32 Truss drawing. 2) Truss Index. January 9, 2002 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 ANSUTPI 1-1995 Sec.2. f • TRUSS INDEX OF JOB DR2289A t' • Trusses included=32 0,"\DR2289A\a.tre" 11609467 1,"\DR2289A\al.tre" 11609468 2,"\DR2289A\al1.tre" 11609469 3,"\DR2289A\a1a.tre" 11609470 4,"\DR2289A\a2.tre" 11609471 5,"\DR2289A\a7.tre" 11609472 6,"\DR2289A\a9.tre" 11609473 7,"\DR2289A\agab.tre" 11609474 8,"\DR2289A\b.tre" 11609475 9,1DR2289A\b1.tre" 11609476 10,"\DR2289A\bb.tre" 11609477 11,"\DR2289A\bbgab.tre 1 1609478 12,"\DR2289A\bgab1.tre 1 1609479 13,"\DR2289A\e.tre" 11609480 14,"\DR2289A\egab.tre" 1 1609481 15,"\DR2289A\f18.tre" 11609482 16,"1,DR2289A\f19.tre" 11609483 17,"\DR2289A\f23.tre" 11609484 18,"\DR2289A\f23a.tre" 11609485 19,"\DR2289A\ff19.tre" 11609486 20,"\DR2289A\fgl9.tre" 11609487 21,"\DR2289A\fg23.tre" 1 1609488 22,'1DR2289A\fg23a.tre 1 1609489 23,"\DR2289A\j.tre" 11609490 24,"\DR2289A\k.tre" 11609491 25,"\DR2289A\ka.tre" 11609492 26,"\DR2289A\I.tre" 11609493 27,"\DR2289A\Ia.tre" 11609494 28,"\DR2289A\m.tre" 11609495 29,"\DR2289A\ma.tre" 11609496 30,'1DR2289A\mt.tre" 11609497 31,'1DR2289A\s.tre" 1 1609498 p,E•8t p No. 4-5161 0 STATE OF 66--- O R 10.*44FA November 1, 2001 AwARMNO - VtrW design parasneters 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 boded vertically. 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 responslblllty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding labAcatbn, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-BG Bracing SpecAleatlon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrb Drive, Madison, WI5371 V. MiTeke Symbols PLATE LOCATION AND ORIENTATION 1'/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All ,A„ 0 QLr'*For 0 4 x 2 orientation, locate 0 plates IA" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall 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 u p AGeneral Safety Notes 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 Q joint and embed fully. Avoid knots and wane 0 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 NYDRO,A/R russ Truss ype ,1UNAIDIE BUDIMAN PE #45161 Y Y IUN 16472 Segovia Cir. N. 11609467 DR2289A A ROOF TRUSS Pembroke Pines, FI 33331-4627 3 1 optional) t.,-,-,,-,r, @tCtU-6F1AN s ug 22 2001 Milekn us rles, Inc. Thu Nov age 1-0-0 6-1-4 11-8-0 17.2-13 23-4-0 i f 1-0-0 6-1.4 5.6-12 5-6-12 6-1-3 Scale = 1:43.0 4x6 = 4 6.00 F12 2x4 \\ 2x4 3 5 6 2 ja 3x4 = 8 7 3x4 = 3x4 = 5x6 = 7-11-8 15-4-9 23.4-0 7-11-8 7-5-0 7-11.7 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc)) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) -0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) .0.18 7.8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7.5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8.5.3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1081/0-4-0, 2=1172/0.4.0 Max Horz 2=151(load case 3) Max Uplift6=-440(load case 4), 2=-548(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=17, 2.3=-1703, 3-4=-1476, 4.5=-1476, 5.6=.1702 BOT CHORD 2.8=1510, 7.8=1035, 6-7=1509 WEBS 3-8=-355, 4-8=534, 4.7=533, 5.7=-354 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 440 lb uplift at joint 6 and 548 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard 1p;E B No. 4 5161 0 0. .TATE OF Lr. 4V November 1,200 AWARNING - VerM design parameters and READ NOTES ON rMS 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 loaded vertically. APpilcobBtty 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 brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consuB OST-88 Quality Standard, 0SB-89 Bracing Specification, and NIB-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive. Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 For 4 x 2 orientation, locate 0 X plates I /B" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MTrek/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 4e 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 O AGeneral 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 0 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, 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, site 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. FORM016,019 HYDRO -AIR Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 Qty Ply H R N 16472 Segovia Cir. N. 1160946 DR2289A At ROOF TRUSS Pembroke Pines, FI 33331-4627 1 1 optional) JGVTOOD, FL, MiTekIndustries, Inc. 4.201 SR1 s tin 28 2001 MiTpk lnrjust—rles, Inc. Thu ov 01 16:19:00 200 1-0-Q 6-2-12 11-8-0 19-5-12 234-0 r 1-0-0 6-2-12 5-5-5 7-9-12 3-104 Scale = 1:41 5x611 4 6.00(1 f 2x4. 3 2x4 11 5 8 5x8= a' v 6- 2 3.0 12 3x4 i: 5x6= 3x4= 9-10-0 194-0 23-3-0 230-0 9-10-0 9-6-0 3-11-0 0-1-0 Plate Offsets X Y14:0-2-8 0-1-151 LOADINQpsf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.50 7-8 >457 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 104 lb LUMBER BRACING TOP CHORD2 X 4 SYP No.2D TOP CHORDSheathed or 3-9-15 oc purlins. BOT CHOR12 X 4 SYP No.2D BOT CHORDRigid ceiling directly applied or 6-M oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2 Rows at 1/3 pts 4-7 REACTION$b/size) 6=7/0-3-0, 2=957/0-4-0, 7=1293/0-4-0 Max HorR=149(load case 3) Max Upli9=-97(load case 5), 2=-453(load case 4), 7=-570(load case 4) Max Gra6=111(load case 6), 2=957(load case 1), 7=1293(load case 1) FORCE$Ib) - First Load Case Only TOP CHORDI-2=16, 2-3=-2259, 3-4=-1612, 4-5=394, 5-6=363 BOT CHORC2-8=2060, 7-8=938, 6-7=-321 WEBS 3-8=-565, 4-8=1143, 4-7=-1590, 5-7=-421 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 IT above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 6, 453 lb uplift at joint 2 and 570 lb uplift at joint 7. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S$tandard p1- t : No. 4 5161 STATE OF c A% L WARNING - Ver(/y design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. somseer® 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 truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the iesponsiblllly of the erector. Additional permanent br17cing of the overall structure is the tesponslblllty of the building designer. For general guidance regarding labrbatbn, quality control, storage, delivery, erection and bracing, consult OST-88 Qualify Standard, DSB-89 Bracing Specification, and HIB-91 M iTe k® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drlve, Madison, WI53719. A Symbols PLATE LOCATION AND ORIENTATION 1'i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. L 0 QLr0For4x2orientation, locate plates I/a" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall 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 oe" 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® FORM016,019 ZA 0 MYOR0,4/R 0 AGeneral 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. a 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. 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. 41 , . 1. Job russ Truss Type JUNAIDIE BUDIMAN PE 945161 Y Y RION 11609469 DR2289A A11 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI33331-4627 1 1 optional) sjkug222U0l MiTekn us ryes, Inc. u ov age 5.9-4 11.0.0 12-4-1 , 17-6-13 23-4-0 1- 1-0-0 5.9-4 5-2-12 1-4-1 5.2.12 59.3 Scale = 1:41.9 4x8 = 4x8 = 4 5 6.00 12 3x8 3x8 3 8 d 7 2 3x4 = 11 10 9 8 3x4 = 2x4 11 3x4 = 5x6 = 2x4 11 5.9-4 11.0.0 12-4-1 17-6-13 23-4-0 59-4 52-12 1-4-1 5-2-12 5-9-3 Fliate Uffsets 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) 0.07 10.11 >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 0.42 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.5.10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8.1.14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1079/0.4.0, 2=1175/0.4.0 Max Horz 2=145(load case 3) Max Uplift7=.437(load case 4), 2=-551(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=34, 2-3=-1937, 3-4=-1357, 4.5=-1139, 5.6=-1358, 6.7=-1950 BOT CHORD 2.11=1639, 10.11=1639, 9-10=1139, 8.9=1653, 7-8=1653 WEBS 3.11=133, 3.10=-579, 4.10=338, 5.9=341, 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 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It 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) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 437 lb uplift at joint 7 and 551 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard INptE a i FP/1 No. 4 5161 STATE OF ; 0 NA1. November 1,200 AWARNINO - Ver(fy design parameter and READ NOTES ON THM AND REVERSE SWE BEFORE USE. Design valid for use only with Welt 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 iesponslb4l1ly 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 btbci g of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull CST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrb Drive, Madison, Wl53719. Symbols Numbering System AGeneral 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 1 a J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 73 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 1: Q joint and embed fully. Avoid knots and wane plates from outside edge of d y o_ u at joint locations. truss andd vertical web. a 4. Unless otherwise noted, locate chordsplices ca C, u 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 J 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 MRek/ Gang-Nall 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. MiTeko O 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. FORM016, 019 HYDRO,A/RO Job Truss rues Type JUNAIDIE BUDIMAN PE #45161 Oty y N 16472 Segovia Cir. N. 1160947 DR2289A A1A ROOF TRUSS Pembroke Pines, FI 33331-4627 6 1 optional) AN, LONGWOOD, FL, MiTek Industries, Inc. 4.201 1 5 un 28 2001 MiTek Industries, Inc. Thu Nov U1 16:19:22 206 6-2-12 11-8-0 19-5-12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale = 1:41 5x6 II 4 B.00rt F 2x4= 3 2x411 5 8 5x8= 44 6 sv 2 1 3.0 12 3x6 :: 5x6= 3x4= 9-10-0 19-4-0 234-0 9-10-0 9-6-0 4-0-0 Plate Offsets X Y4:0-2-8 0-1-15 LOADINQpsf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) -0.18 8 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.63 7-8 >439 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.17 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min VdeFl = 360 Weight: 104 lb LUMBER BRACING TOP CHOR02 X 4 SYP No.2D TOP CHORDSheathed or 3-1-9 oc puriins. GOT CHOR02 X 4 SYP No.2D GOT CHORDRigid ceiling directly applied or 5-7-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-7 REACTION$b/size) 6=1081/0-4-0, 2=1172/0-4-0 Max Hor2= 1 49(load case 3) Max UpliB=-440(load case 4), 2=-548(load case 4) FORCES(lb) - First Load Case Only TOP CHbORDI-2=16, 2-3=-3138, 3-0=-2516, 4-5=-1872, 5.6=-1927 GOT CHORC2-8=2861, 7-8=1585, 6-7=1701 WEBS 3-8=-532, 4-8=1533. 4-7=173, 5-7=-356 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 440 lb uplift at joint 6 and 548 lb uplift at joint 2. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S$tandard 13C4:;• UGC. 'i No, 4.5161 ,t 0 =.. STATE OF ORIOA. , NAL AwARNINo - verw design parameters and READ ATOTEB ON'rBzs AND REvzjtsz SIDE BEFORE USE. 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 Installed and loaded vertically. 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 bilicing 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, DSO.80 Bracing Specification, and HIS-91 M iTek® Handling Installlna and Bracing Recommendallon available from Truss Plate Institute, 593 D'Onofrla Drive, 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 1/6 84 J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 a 2, Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i a , Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of a o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP ca, C, u o at I/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 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 MRek/Gang-Nall 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! M!Teko O PANEL TM 4 CLIP FORM016,01 V a wo-wui Q NYDRO—AIR 0 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. i Job russ russ Type JUNAIDIE BUDIMAN PE #45161 b Ply R 1160947 DR2289A A2 ROOF TRUSS 16472 Segovia Cir. N. 5 1PembrokePines. FI 33331-4627 optional) MiTek Industries, Inc. 4.201 SR1 s un 8 2001 MiTek Indust-n—es—, nc. Thu ov 1 16:19:3 200 1-0-0 6-2-12 11-8-0 19-8-0 1-0-0 6-2-12 5-5-5 8-0-0 Sole - 1:35 5x611 4 6.0 12 2x4= 3 2x4 11 5 7 5x6= 2 1 3. 12 3x4: 3x4c 9-10-0 19-8-0 9-10-0 9-10-0 Plate Offsets X 4:0-2-8 0-1-11 LOADIN(Jpsf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) -0.12 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.54 6-7 >429 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.14 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min Udefl = 360 Weight: 93 lb LUMBER BRACING TOP CHOR12 X 4 SYP No.21) TOP CHORDSheathed or 3-8-0 oc puriins, except end verticals. BOT CHORf2 X 4 SYP No.2D BOT CHORDRigid ceiling directly applied or 5-9-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at mtdpt 4-6 REACTION41b/size) 2=1001/0-4-0, 6=910/04-0 Max Hor2=229(load case 3) Max UpliQ=-472(load case 4), 6=-376(load case 4) FORCE$Ib) - First Load Case Only TOP CHOORDI-2=16. 2-3=-2439, 3-4=-1797, 4-5=0, 5-6=-291 BOT CHORD-7=2224, 6-7=1070 WEBS 3-7=-558, 4-7=1224, 4-6=-1299 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 lb uplift at joint 2 and 376 lb uplift at joint 6. 5)This truss has been designed with ANSI/fPI 1-1995 criteria. LOAD CASE(S$tandard 13 No, 4.5161 ,k 0 :. STATE OF ° O• f/lL 4 AwARMNo - ver(N design parameter. and READ NOTES ON THIS AND REVERSE BIDE BEFORE USE. 0 Design valid lot 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 vertl;olty. Applicability of design parameter and ptopet Incorpotatlon of component is responslbluty of building designer - not buss designet. Bracing shown is for lotetal support of Individual web members only. Additional temporary btacing to Insure stability duting construction is the responsibllity of the erects. Additional petmonent bracing of the overall slructute is the tesponslbUlty of the building designer. Fot general guidance regarding fobtloallon, quality control storage, delivery, election and btacing, consulf OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-VI M iTe k® Handling Installina and Bracing Recommendation available from Plat ete institute, 593 D'Onoff o Drive, Madison, W 15371 G. Symbols Numbering System AGeneral 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 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2. Cut members to bear tightly against each c2 7C other. Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i ; ; Q joint and embed fully. Avoid knots and wane plates from outside edge of V O a ' V at joint locations. truss andd vertical web. a 4. Unless otherwise noted, locate chords licesP o at I /4 panel length(+ 6" from adjacent joint.) ca C? C BOTTOM CHORDS This symbol indicates the 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 MlTek/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, 4e 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 FORMO1B4O19 on va-N,w HYDRO -AIR Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 y y HORIFON 16472 Segovia Cir. N. 11609472 DR2289A A7 ROOF TRUSS Pembroke Pines, FI 33331-4627 1 1 optional) s jkug 22 2001 Milekn us rles, Inc. Thu Nov age 1-0411 3.9-4 7.0-0 11-8-0 16-4-1 19-6-13 23-4-0I 1-0-0 3.9-4 3-2.12 4-8-0 4-8-0 3.2.12 3-9-3 Scale = 1:41.5 5x8 = 2x4 11 5x8 = 4 5 6 6.00 12 2x4 2x4 i 3 7 d A 8 2 Yg 3x8 = 11 10 9 3x8 = 3x4 = 5x8 = 3x4 = 7-0-0 11-8-0 16-4-1 23-4-0 7-0-0 4-8.0 4." 6.11-15 Plate ses LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) 0.22 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.29 10.11 >956 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.11 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 122 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-0.13 oc purlins. 4.6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4.3.14 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=2193/0.4.0, 2=2284/0.4.0 Max Horz 2=109(load case 3) Max Uplift8=-1184(load case 4), 2=-1292(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=17, 2.3=-4228, 3.4=-4058, 4.5=-4347, 5.6=-4347, 6.7=-4056, 7.8=.4225 BOT CHORD 2.11=3728, 10.11=3677, 9.10=3676, 8.9=3724 WEBS 3-11=-95, 4.11=815, 4.10=837, 5.10=-810, 6.10=839, 6.9=814, 7.9=-92 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 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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/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) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1184 lb uplift at joint 8 and 1292 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) 602.71b down and 724.81b up at 16.4.1, and 603.21b down and 725.01b up at 7.0.0 on bottom chord. Design for unspecified connection(s) is delegated to the buildin; designer. *_\pi 183 Fic;;' LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) •' Vert: Ir1.4=-74.0, 4.6=-160.3, 6.8=-74.0, 2-11=-20.0, 9.11=-43.3, 8.9=-20.0 f j0 45161ConcentratedLoads (lb) Vert: 'Q11=-603.2 9=-602.7 rSTATEOF ; ANAL November 1,200 A WARNING - Veft design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MRek 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 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 btbctng of the overall structure is the tesponslblilty of the building designer. For general guidance tegatding fabrkatlan, quality control storage, delivery, etectlan and bracing, consult OST-88 Quality Standard, 0SB-89 Bracing Specification, and NIB-91 Nondllna Installlna and Bracing Recommendallonovollable from Truss Plate Institute, 583 D'Onohla Drlve, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t)/. * Center.plote 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 fie J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each I other. O Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate t Q joint and embed fully. Avoid knots and wane plates from outside edge of v CL y o V at joint locations. truss and vertical web. d 0 a 4. Unless otherwise noted, locate chordsplices I14 C, o at 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 ATTHE LOWESTJOINT MITek/ Gang-Nall 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 1 e 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® O 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 MYORMA/R 9 Job russ Truis Type JUNAIDIE BUDIMAN PE #45161 y y 11609473 DR2289A A9 ROOF TRUSS 16472 Segovia Cir. N. 1 1PembrokePines. FI33331-4627 optional) s i ug t e Inc. Thu Nov age 1-0-0 4-9-4 S-0-0 14-4-1 18-6-13 23-" 1-0-0 4.9.4 4-2-12 5.4-1 4-2-12 4.9.3 Scale = 1:41.7 4x6 = 4x8 = 4 5 6.00 12 2x4 20 3 6 d e 7 2 cY' 3x4 = 9 8 3x4 = 3x8 = 5x6 = 9-0-0 14-4-1 23-4-01 9-0-0 5.4-1 B-11-15 Plate Offsets -d LOADING (psf) SPACING 2.0.0 CSI DEFL in (lac) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 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/ANSI95 1st LC LL Min I/deft = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8.12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1081/0.4.0, 2=1172/0-4.0 Max Horz 2=127(load case 3) Max Uplift7=-440(load case 4), 2=.548(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=17, 2.3=-1773, 3.4=.1439, 4.5=-1295, 5.6=-1439, 6.7=.1772 BOT CHORD 2.9=1568, 8.9=1295, 7.8=1567 WEBS 3-9=-317, 4-9=286, 5.9=0, 5.8=285, 6.8=-316 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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. 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 440 lb uplift at joint 7 and 548 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard t ' No, 4 5161 STATE OF S NAL November 1,20011 wARwNo - VerM design parameters and R&w NOTES ON THIS AND im ill SIDE BSPORE USE. Design valid for use only with Well 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 tesponsiblllty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bfocing to Insure stall during construction Is the responsibility of the erector. Additional permanent btDcing of the overall structure Is the iesponslblilty of the building designer. For general guidance regarding fobrbation, cluaUty control, storage, deill erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 M iTek® Handling Installina and Bracing Recommendation ovollobie from Truss Plate Institute, 583 D'Onohio Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 7 0 Lr*For 4 x 2 orientation, locate 0 plates IA" from outside edge of a truss and vertical web. o0 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. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST 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. U423 Mi! MiTek® FORM016,019 ZA @ HYDRO -AIR O AGeneral 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. 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. 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 I russ Fype JUNAIDIE BUDIMAN PE #45161 y y 11609474 DR2289A AGAB ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627 optional) s kug 22 2001 MiTekn us rles, Inc. I hu Nov age 1-0-0 5.2-4 9.1D-0 14-5-12 I 19.8-0 i 1 1.0.0 5-24 4-7-12 4-7-12 1 5.24 1-0-0 Scale = 1:37.3 4x6 = 4 6.00 F12 3 5 2 6 1 Iy7 • 8 3x4 = 8 3x4 = 5x8 = 9.10.0 19-8-0 9-10-0 9-10-0 Plate Offsets 24:0.0.0,0.0- , 25:0.0.0 0.0• , 26:0.0-0,0.0• LOADING (psf) SPACING 2.0.0 CSI DEFL in (Ice I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC0.35 Vert(LL) -0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) •0.22 6.8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5.3.9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9.0.2 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 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=-478(load case 4), 6=•478(load case 4) FORCES (lb) - 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 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceareline, 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) 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 capable of withstanding 478 lb uplift at joint 2 and 478 It uplift at joint 6. 7) This truss has been designed with ANSI/TPI 1.1995 criteria. 1Di Q kFI.. LOAD CASE(S) Standard I' t No. 4 5161 i k eon STATE OF ass/ooRto.. NA L November 1,200 AWARNTNO - VerM design parameters and READ NOTES ONTffi8 AND REVERSE 81DE 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 veftioally. Applicability of design parameters and proper Incorporation of component Is msponslblltty 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 bracing of the overall structure Is the responsibility of the building designer. Foe general guidance regarding fabrication, quality control storage, delivery. erection and bracing. consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute. 593 D'Onofrlo Drive. Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/'. * Center.plote 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 J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 73 2, Cut members to bear tightly against each other, o a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate o 6 , a:joint and embed fully. Avoid knots and wane plates from outside edge of a o u at joint locations. truss andd vertical web. a 4. Unless Iotherwise noted, locate chord splices c a p u f.. len th " at /4 panel 9 (+ 6from adjacent 1oint. ) 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. 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 MITek/Gang- Nall Jolnt/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. 4 X 4 The first dimension is the width to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 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 of BEARING othersunless shown, 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, PS TM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. CLIP FORM018, 019 G- HYDRO,A/R® Job russ Truss I ype JUNAIDIE BUDIMAN PE #45161 Y Y 11609475 DR2289A B 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627 5 1 optional) s ug 22 2001 Milekn us rles, Inc. Thu Nov age 6.10.8 I 13-5.8 20-4-0 1-0-0 6-10-8 6-7-0 6-10.8 5x8 3x4= Scale: 3116'=1• 6 W/WEDGE 6.00 12 2x4 11 q 5 ,h 5x6 i v 0 4 7 2x4 II 9 3 B o 3x8 1 2 9 3.00 12 3x4 5x6 4x6 11 3x4 i 6-10-8 13-5-8 20-4-0 6-1 D-8 6-7-0 6.10-8 Plate Offsets e LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) •0.09 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.20 8.9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) .0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 112 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3.5.13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5.8.8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6.8 SLIDER Left 2 X 4 SYP No.3 3-7.15 REACTIONS (lb/size) 6=945/0.3-8, 2=1030/0.8.0 Max Horz 2=626(load case 3) Max Uplift 6=-543(load case 3), 2=.326(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1.2=7, 2.3=-2334, 3-4=-2334, 4.5=-1268, 5.6=-1268, 6-7=67 BOT CHORD 2.9=2095, 8.9=2092, 7-8=0 WEBS 4-9=135, 4-8=-898, 5.8=-490, 6.8=1648 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, 25 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. 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 543 lb uplift at joint 6 and 326 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 9113 v iFi q No. 45161 0 STATE OF O R IOA.',, ANAL November 1,200 AWARWNG - VerVy design parameters and READ NOTES ON IMS AND RE VERSE Sena 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 loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is dot lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bibcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality contioL storage, delivery, erection and bracing, consult OST-88 Quality Standard, DS11-89 Bracing Specification, and HIB-91 M iTe k® Handling usstalllna and Bracing Recommendation available from Truss Plate institute, 593 D'Onofrio Drive, Madison. WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. fill1 ye„ 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. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MtTek/Gang-Nall 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. FORM018.019 MiTeko Col Z'`'L'O MMRO,A/R AGeneral 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 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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 104 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 Truss ype JUNAIDIE BUDIMAN PE #45161 Y Y ION 16472 Segovia Cir. N. 11609476 DR2289A B1 ROOF TRUSS Pembroke Pines, FI 33331-4627 16 1 optional) s dkug a ZUU1 Milekn us ries, Inc. Thu Nov age 1-0-0 5.7.13 1 11-0-3 16-8-0 i 1.0-0 5-7-13 5.4-5 5.7-13 5x8 3x4= Scale = 1:50.6 6 WNVEDGE 6.00 F12 2x4 11 N 5 0 5x6 7m 4 7 2x4 11 3 q 8 0 3x8 tr- 2 1 9 3.00 F12 3x4 i 5x6 4x6 11 5-7.13 l 11-0-3 16-8-0 i 5.7-13 5-4.5 5.7-13 ae Offsets e LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) .0.06 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.12 8.9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 92 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.5.7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-5-13 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2.11.12 REACTIONS (lb/size) 6=773/0-3.8, 2=857/0.8.0 Max Horz 2=519(load case 3) Max Uplift6=-446(load case 3), 2=-283(load case 3) FORCES (lb) - First Load Case Onlyy 3TOPCHORD1.2=7, 2.3=-1841, .4=-1841, 4.5=-1014, 5.6=.1014, 6.7=55 BOT CHORD 2.9=1644, 8.9=1641, 7.8=0 WEBS 4.9=110, 4.8=-687, 5.8=.399, 6.8=1327 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, 25 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 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 446 lb uplift at joint 6 and 283 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 101 B w . 0 % STATE OF : 4L November 1,200 A WARNING - VerVy design pasametom and READ NOTES ON TKFS AND RE VERSE SWE BEFORE USE. Design valid tot use only with MITek connectors. This design b based only upon parameters shown, and b lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsiblity of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members onty. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification. and NIB-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 683 D'Onohlo Drive, Madison, WI5371 V. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„1 T 0 For 4 x 2 orientation, locate 0 2: plates IA" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall 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 1 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. FORM016,019 MiTeke A,:, @ NMRO,A/R AGeneral 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. 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. Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 y y 11609477 DR2289A BB 16472 Segovia Cir. N. ROOFTRUSS Pembroke Pines, Fl33331-4627 1 1 optional) s ug 22 201JI Milekn us ries, Inc. 1huNOV01 12:bU:4/20lJl Pagel 1-0-0 7-6.0 14-7-0 1-0-0 7-6.0 7-1-0 Scale = 1:28.3 4x6 = 4 6.00 12 3 5 7 6 R Sx8 = aQ 2 3x4 i 3x4 1 3x4 i 3x4 3.00 F12 4x6 11 3x6 I I 7.6.0 14-7-0 7-6-0 7-1-0 Plate Utfsets LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) -0.09 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 SC 0.36 Vert(TL) -0.10 7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.05 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.0.3 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 SLIDER Left 2 X 4 SYP No.3 4.0.2, Right 2 X 4 SYP No.3 3.7-2 REACTIONS (lb/size) 6=679/0.3.0, 2=763/0-8-0 Max Horz 2=93(load case 3) Max Uplift6=-276(load case 4), 2=-376(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=7, 2.3=-1256, 3.4=.1256, 4.5=-1267, 5.6=-1267 BOT CHORD 2-7=1125, 6-7=1125 WEBS 4-7=690 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 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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/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) 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 capable of withstanding 276 lb uplift at joint 6 and 376 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. CC LOAD CASE(S) Standard `piG UQ G`P iPicd G t = NO, 4 5161 ,k X STATE OFO` S'•: A% O R 10A S NAL November 1,200 A WARMNO - V,,W design parameters and READ NOTES ON THIS AND RE VERBS 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 iesponsiblify 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. Addltbnal permanent bibcing of the overall structure Is the responslblitty of the building designer. For general guidance regarding fabrlcatlon, quoUty control, storage, depvery, erection and bracing, consult CST-88 Quality Standard, DSB-87 Bracing Specification, and HIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'i. *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 1 9 J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 a 2. Cut members to bear tightly against each other. Q WEBS 3. Place plates on each face of truss at each jointFor4x2orientation, locate' and embed fully. Avoid knots and wane a" from outside edge of a 7 IJ5 o_ at joint locations. plates truss and vertical web. a4. laces Iotherwise noted, locate chordsplices Unlessca c, c6oatpanellength(+ 6" from 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. For tabular plating format refer to the MRek/Gang- Nall 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. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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 CO] 19! 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. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 MMRO,A/R O Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 y y HUH I ON 11609478 DR2289A BBGAB ROOF TRUSS 1e472 Segovia Cir. N. Pembroke Pines, FI 33331 4627 1 1 optional) s Aug 22 21JU1 Milekn us rles, Inc. I hu Nov age 1-0-0 7-6-0 14-7-0 1-0-0 7.6-0 7-1-0 Scale = 1:28.3 4x6 = 4 2x4 II 2x4 II 6.00 12 3 5 7 8 2x4 11 5x6 = 2x4 II R 2 3x4 i 3x4 1 ap d 3x4 i 3x4 3.00 12 4x6 II 3x6 II i 7-6-0 14-7-0 7-6-0 7-1-0 ore Offsets LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) -0.09 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) .0.10 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.05 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 68 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5.2 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 SLIDER Left 2 X 4 SYP No.3 4.0.2, Right 2 X 4 SYP No.3 3.7.2 REACTIONS (lb/size) 6=679/0.3-0, 2=763/0.8.0 Max Horz 2=93(load case 3) Max Uplift 6=-276(load case 4), 2=-376(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=7, 2.3=.1256, 3.4=-1256, 4.5=.1267, 5.6=-1267 BOT CHORD 2-7=1125, 6.7=1125 WEBS 4-7=690 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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) Gable studs spaced at 2.0.0 oc. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 6 and 376 lb uplift at joint 2. 183 Q,/ 7) This truss has been designed with ANSI/TPI 1.1995 criteria. Q+lFrEE Q IiF1C;•. LOAD CASE(S) Standard r' t : No, 4.5161 ,t 01 eon •'; 4STATEOF lI Fs••:A% ' OR . S aNAL November 1,200 A WARNFNo - VsrVy design parameters and READ NOTES ON TMS AND REVERSE SmE BEFORE USE. Design valid for use only with Mfiek connectors. This design b based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. AppilcobBlty of design parameters and proper Incorporation of component Is responslbillty of building designer - not truss designer. Bracing shown b tot lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllty of the erector. Additional permanent bracing of the overall structure Is the tesponslbillty of the building designer. For genetol guidance tegording fabrication, quality control, storage, de"iy, erection and bracing, consue OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handllna Installing and Brocing Recommendationmenation ovallabie from Truss Rate Institute, 583 D'Onofrio 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 a¢ 0 For 4 x 2 orientation, locate plates I/e" from outside edge of aotrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System 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 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N a! 0 MiTeke O Z.0 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. a 4. Unless otherwise noted, locate chord splices 0 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. PANEL © 1993 Mitek Holdings, Inc. CLIP FORM018,019 Job russ Truss Fype JUNAIDIE BUDIMAN PE #45161 y y 11609479 DR2289A BGAB1 16472 Segovia Cir. N. MONO TRUSS Pembroke Pines, FI33331-4627 1 1 optional) AN, s ug 22 2001 Milekn us ryes, Inc. Thu Nov age F1-0.0 16-8-0 - 1.0-0 16-8-0 2x4 11 Scale = 1:53.2 11 2x4 11 10 2x4 11 9 6.00 12 2x4 11 6 2x4 I I 7 2x4 11 6 2x4 11 5 5x6 i 4 3 2 1 3x4 = 19 18 17 16 15 14 13 12 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 II 5x6 = 2x4 II 16-8A i 16-8-0 Plate Offsets LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 12 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/dell = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 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 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 10.12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=204/16.8-0, 13=185/16.8.0, 12=89/16.8.0, 14=190/16.8-0, 15=188/16.8.0, 16=187/16.8.0, 17=190/16.8.0, 18=178/16.8.0, 19=228/ 16.8.0 Max Horz 2=535(load case 4) Max Uplift 13=.98(load case 3), 12=-74(load case 4), 14=-108(load case 3), 15=•105(load case 4), 16=-106(load case 3), 17=-105(load case 4), 18=-107(load case 4), 19=•146(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=23, 2.3=38, 3-4=-38, 4.5=33, 5.6=32, 6.7=32, 7.8=32, 8-9=32, 9.10=24, 10.11=-9, 10-12=-75 SOT CHORD 2.19=8, 18.19=1, 17.18=1, 16.17=1, 15.16=1, 14.15=1, 13.14=1, 12.13=1 WEBS 9.13=-146, 8.14=-150, 7.15=-148, 6.16=-148, 5-17=-149, 4.18=-143, 3.19=-174 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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) 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 requires continuous bottom chord bearing. 4) Gable studs spaced at 2.0.0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 13, 74 lb uplift at joint 12, 108 lb uplift at joint 14, 105 lb uplift at joint 15, 106 lb uplift at joint 16, 105 lb uplift at joint 17, 107 lb uplift at joint 18 and 146 lb uplift at joint 19. 6) This truss has been designed with ANSI/TPI 1.1995 criteria. _` P IF C•• LOAD CASE(S) Standard tj No. 4 5161 bb 101. r0':• STATE OF ss.to o, NAL November 1,200 A WARMNQ - VerVy desrlyn paninwtem and READ NOTES ONTHIS AND REVERSE SIDE BRMJW use. Design valid for use only with MITek connectors. This design It 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 b responsiblitly 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 b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuit OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlrq and Bracing Recommendation available from Truss Plate Institute, SW D•Onohlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/, *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 Q For 4 x 2 orientation, locate 0 X 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. Numbering System 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-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke s ® AGeneral 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 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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 MMRO,A/R 0 Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 y y HORIUN 11609480 DR2289A E ROOF TRUSS 16472 Segovia Cir. N. 2 1 Pembroke Pines, FI33331-4627 optional) s Aug I e n us nee, .— u Nov age 1-0-0 4-8-0 9.4-0 10-4-0 1-0-0 4-8-0 4-M 1-0-0 Scale = 1:19.3 4x6 = 3 6.00 F12 4 2Li 5 Id 1 3x6 = 3x6 = 8 7 8 2x4 I 1-4-0 4-8-0 B-0-0 9-4-0I 1-4-0 3-4-0 3-4-0 1-4-0 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.05 4 >337 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.06 2 >298 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 36 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 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=517/0-1.8, 6=517/0.1.8 Max Horz 8=-50(load case 2) Max Uplift8=-514(Ioad case 4), 6=-514(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2.3=-171, 3.4=-171, 4.5=33 BOT CHORD 2.8=69, 7.8=69, 6.7=69, 4.6=69 WEBS 3.7=-206 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 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It 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, 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) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 514 lb uplift at joint 8 and 514 lb uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard E 13 D I t No. 4 5161 bb aC STATE OF ss'OR 4NAL November 1,200 AWARMNO - Ver(/y design parameters and READ NOTES ON THIS AND REVERSE SIDE BEdPORE 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 for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. for general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO.89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Piste Institute, 583 D'Onofrlo Drive. Madison, WI5371 9. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. fie J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC2c other, J50 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 6 , ;; QX joint and embed fully. Avoid knots and wane plates from outside edge of o_ d 7 V at joint locations. dtrussand vertical web. a o 4. Unless otherwise noted, locate chordsplices at / 4 length(' 6" from C, C panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 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 MITek/ 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 of BEARING others unless shown. 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, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016. 019 ayDRO,A/Re Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 y y 11609481 DR2289A EGAB ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627 1 1 optional) s Aug 22 2001 MiTekn us rles, Inc. Thu Nov age 1.0-0 4.8.0 9-4-0 10-" 1-0-0 4-8-0 4-8-0 1-D-0 Scale = 1:19.3 4x6 = 3 6.00 12 2x4 II 2x4 II 4 2 Ei 9 5 Ig 2x4 11 6 2x4 11 2x4 = 2x4 II 2x4 = 4-8.0 9-4-0 i 4-8-0 4-8-0 Plate Ottsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) •0.01 2.6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.01 2.6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 40 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 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=511/0.8.0, 4=511/0.8.0 Max Horz 2=-50(load case 2) Max Uplift2=-513(load case 4), 4=-513(load case 4) FORCES (lb) • First Load Case Onlyy TOP CHORD 1.2=17, 2.3=-424, 3.4=-424, 4.5=17 BOT CHORD 2.6=372, 4.6=372 WEBS 3.6=87 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 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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, 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) 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 capable of withstanding 513 lb uplift at joint 2 and 513 lb uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1.1995 criteria. D,F- 13 LOAD CASE(S) Standard j No, 4.5161 ,t r* V ^ y STATE A S NAL November 1,200 A WARA MWO - VerM design parameter+ and Rr-W NOTES ON TB7S AND REVFJ 6 SME BEMRa USE. Design valid for use only with MiTek connectors. This design b based only upon parameters shown, and Is for an tndlMucl bu9ding component to be Installed and loaded vertically. Applicability of design parameters and proper Incotporatlon 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 duiing construction Is the tesponsiblllty of the erectot. Additional petmonent bracing of the overall structure Is the responsibility of the building designer. For genetal guidance tegaiding fabrication, quality control, storage, delivety, election and bracing, consuB OST-58 Quality Standard, DSB-89 Bracing Specification, and HIB-91 mHandlingInstallingandBracingRecamendallon available from Truss Plate Institute, 593 D'Onofilo Drive, Madison, WI63719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13i. * 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 e J2 J3 J4 TOP CHORDS owner and all other interested parties.. a 2, Cut members to bear tightly against each other. Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 3 , QZA joint and embed fully. Avoid knots and wane plates/B" from outside edge of 0 a O at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesPcaC,0 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 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-Nall Joint/Plate Placement Chart. FARTHESTTO 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 401 1 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! MiTeke 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 -AIR 0 Job I russ truss type JUNAIDIE BUDIMAN PE #45161 171y rly MUK I UN 11609490 DR2289A J ROOF TRUSS 16472 Segovia Cir. N. 6 1 Pembroke Pines, FI 33331-4627 Scale = 1:21.1 2x4 = 7-0-0 LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft 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/defl = 360 Weight: 24 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. REACTIONS (lb/size) 3=242/Mechanical, 2=418/0.4.0, 4=68/Mechanical Max Horz 2=253(load case 4) Max Uplift3=•207(load case 2), 2=-196(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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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 207 lb uplift at joint 3 and 196 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard No. 4 5161 SITATE OF PAQ O R 110, November 1 A WARMNO - VerW design parameters and READ NOTES ON TBM 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 at 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 responsibility of the erector. Additional permanent bracing of the overall structure is the iesponslbBlty of the building designer. For general guidance regarding fabrication, quality control• storage, delivery, erection and bracing, consult QST-W Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® PbHandlingInstallingandBracingRecommendationavailablefromTruss te Institute. 583 D'Onotrb Drive, Madison, W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1314 * 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 1/8 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachTc2c3 other. WEBS JS 3, Place plates on each face of truss at each For 4 x 2 orientation, locate i Q joint and embed fully. Avoid knots and wane plates from outside edge of X s' o at joint locations. truss andd vertical web. 0 0 CL 4. Unless otherwise noted, locate chord splices 1/ 4oat panel length 6 from adjacentjoint.) 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 AT THE LOWEST JOINT MITek/Gang-Nall 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® O 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. FORM016,019 HYDRO,AW O Job russ I russ lype JUNAIDIE BUDIMAN PE #45161 y y 11609491 DR2289A K ROOFTRUSS 16472 Segovia Cir. N. Pembroke Pines. FI 33331-4627 3 1 o tional s ug i e n us rtes, Inc. I hu Nov age 1.0.0 5.0.0 1-0-0 5-0-0 3 Scale = 1:16.3 6.00 Fl2 2 1 4 2x4 = 5-0.0 5-0-0 LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.32 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.06 1.2 >264 BCLL 0.0 Rep Stress Incr NO 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=194(load case 4) Max Uplift 3=- 140(load case 2), 2=-177(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=34, 2.3=60 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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 140 lb uplift at joint 3 and 177 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard l No. 4.5161 O STATE OF V p S NAL November 1,200 A WARM/YG - ver(/y design parameter: and READ NOTES ON TIUS AND RE VERSE SrDZ BEFORE USE. 0 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and b lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotporation of component Is tesponsibillty 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 tesponsiblilty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. for general guidance tegatding fabrication, quality control storage, dellveiy, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendallon available from Truss Plate Institute, 583 D'Onotrio Drive. Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ O Q For 4 x 2 orientation, locate 0 2: 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. Numbering System 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-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTek® 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. 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. 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. FORM018,01 9 MYDRO,A/R Job russ I runs I ype JUNAIDIE BUDIMAN PE #45161 Y Y HUF(I ON 11609492 DR2289A KA ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627 1 1 optional) 201 -SRlsi kug ITek Ind, rles, Inc. Thu Nov age 5-0-0 5-0-0 2 Scale: 3/4'=1' 6.00 12 1 3 2x4 = 5-0-0 i 5-0-0 LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft 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=146(load case 2) Max Uplift1=-53(load case 2), 2=•154(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 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 1 and 154 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard NVIE IFICq.. t ' No. 4.5161 ,k STATE S` ORtOA. sr.r.A ANAL November 1,200 A WARMNG - Vet-W d..lIyn par meters and READ ATaMS ON 11M AM IMVFRsa stria BEFORE USE- Design valid lot use only with Mllek 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 responsiblllly of the erector. Addfilonol 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 GST-86 Quality Standard, 0SB-80 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Rocommendatlon available from Truss Piste Institute, Sa3 D'Onofrlo Drive, Madison, WI5371 V. Symbols Numbering System AGeneral 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 l . Provide copies of this truss design to the plates to both sides of truss and securely seat. building designer, erection supervisor, property W J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against each other, Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz a: joint and embed fully. Avoid knots and wane plates I/a" from outside edge of a o V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsP laces IC' 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 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-Nall 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 401 1 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® O FORM016, 01 V z @ HYDRO - AIR 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 Truss ype JUNAIDIE BUDIMAN PE #45161 y y RTON 11609493 QR2289A L 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI33331-4627 3 1 optional) s Aug 22 2001 MiTekn us rles, Inc. Thu Nov age 1.0-0 3-0.0 1-0-0 3.0.0 3 Scale = 1:10.6 6.00 F12 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 0.12 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/ANSI95 Matrix) 1st LC LL Min I/defl = 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=136(load case 4) Max Uplift3=-68(load case 2), 2=-165(load case 4) FORCES (lb) • First Load Case Only TOP CHORD 1.2=34, 2.3=30 BOT CHORD 2.4=0 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, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It 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 capable of withstanding 68 lb uplift at joint 3 and 165 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard No. 4.5161 0'; SPATE OF 5- Y O R t0 ANAL November 1,20011 A&WARNINO - Verjfy design parameters and READ NOTES ON TB78 AND REVERSE SmE BEPORE USE. Design valid lot use only with Mliek connectors. This design Is based onty upon parameters shown, and Is for an Individual building component to be Installed and boded vett"Ity. Applicability of design parameters and proper Incorporation of component Is tesponslblBty of building deslgnet - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability durlrg construction is the tesponsiblllty of the erector. Additional permanent brbcing of the overall structure h the responslbillty of the building designer. For genetal guidance tegarding tabtfcotbn, quality contiol, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installlna and Bracing Recommendation avallabte ltom Truss Plate Institute, 593 D'Onoftb Drive, Madison, Wl53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 7 0 z 0 For 4 x 2 orientation, locate 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 MtTek/Gang-Nall Joint/Plate Placement Chart. Numbering System 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 1 e 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® j&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. 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. 16. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ; FORM016,01 V HYDRO -AIR Job russ I russ Type JUNAIDIE BUDIMAN PE #45161 Y Y RIUN 11609494 DR2289A LA 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI33331-4627 1 1 optional) s jkug 22 ZU01 Milekn us ries, Inc. Thu Nov age 3-0-0 3-M 2 Scale = 1:10.7 6.00 F12 1 3 2x4 = 3-0-0 i 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/dell = 360 Weight: 10 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.21D 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=88(load case 2)) Max Uplift 1=-29(load case 2), 2=-91(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 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 1 and 91 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard piE 13UD No. 4 5161 trt I* V y 1C STATE OF 0RI'Dr.MNs 4NAL November 1,200 AWARMNO - verJ& design pawmstem and READ NOTES ON TiM AND REVERSE SIDE BEFORE USE. Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for on individual building component to be Installed and loaded verticolly. 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 brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuB QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13114 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate 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 MfTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST 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 BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 WWI O NMRO,A/R AGeneral 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 i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I14 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. PANEL © 1993 Mitek Holdings, Inc. CLIP o rust I rust Type JUNAIDIE BUDIMAN PE #45161 y y TON 16472 Segovia Cir. N. 11609495 DR2289A M ROOF TRUSS Pembroke Pines, FI33331-4627 3 1 001 optional) LONGWUUL), IL 5 R 1 s ug 22 MiTek Industries, Inc. u Nov age 1-0-0 1-0-0 1-0-0 3 Stale = 1:6.1 6.00 12 2 4 i 2x4 = 1-0-0 1-0-0 LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 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/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 5 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) 3=-11/Mechanical, 2=173/0-4-0, 4=10/Mechanical Max Horz 2=79(load case 4) Max Uplift3=-11(load case 1), 2=-174(load case 4) Max Grav 3=47(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 25 It above ground level, using 5.0 psf top chord dead load and 5.0 pst bottom chord dead load, 25 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/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 capable of withstanding 11 lb uplift at joint 3 and 174 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard pE 1UC.P No, 4.5161 SPATE OF ANAL November 1,200 Aw. RmNa - vsrW design parameters and Rreo Nares oN7ws Am Rcvarese swc azmRc um. 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 Installed and loaded vettloalty. Applicability of design parameten and proper Incoipotation of component Is iesponslbUlty of bullding designer - not truss designer. Bracing shown Is lot lotetat support of Individual web members only. Additional tempotaty bracing to Insure stability during construction is the iesponslblllty of the eieetot. Additional petmonent bracing of the overall sttuctuie Is the iesponsiblilty of the building designer. Fat general guidance tegaiding fabtloatlon, quality control, storage, dellvety, erection and bracing. consult OST-88 Quality Standard, DSB-89 Bracing Speclfloatlon, and HIS-91 Handling Instaillna and Bracing Recommendation ovalloIs bleom Truss Plate institute, 593 D'Onoftlo Dilve, Madison, Wi 53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'i. * 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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each7c2a other. WEBS Place plates on each face of truss at each oz, For 4 x 2 orientation, locateoa ;¢ joint and embed fully. Avoid knots and wane plates I/8" from outside edge of IJ3. a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords laces I P at /4 panel length(+ 6" from adjacent joint.) ca c, BOTTOM CHORDS This symbol indicates the 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. 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. Comber is a non-structural consideration and MITek/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 locution dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 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, 40" 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 BEARING others unless shown. 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 FORM016.019 NAIL® iffoR0,4/R® jab russ I russ I ype JUNAIDIE BUDIMAN PE 945161 y y 11609496 DR2289A MA 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627 1 1 optional) s ug I eIndustries,Inc. uNov age 1-0-0 1-0-0 6.00 12 2 Scala = 1:6.1 1 d 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/ANSI95 Matrix) 1st LC LL Min I/deft = 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=31(load case 2)) Max Uplift 1=•10(load case 2), 2=-32(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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It 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 capable of withstanding 10 lb uplift at joint 1 and 32 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard 016- 113(/D 4`Q 1F10 4. NO, 4.5161 O STATE OF ANAL November 1,20011 AWARMNG - Ver(& design parameters and READ 11TGTES GIY THIS AND RE VERSE S DE 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 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 QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive. Madison. WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'A * 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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 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 i ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o d at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices 1/ 4 atpanel length(+ 6" from adjacent joint.) CaC, C6 BOTTOM CHORDS This symbol indicates the 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 formal refer to the AROUND THE TRUSS STARTING ATTHE 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 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 BEARING others unless shown. 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 HMRO,AIR® 1 . O.'D s I russ Type JUNAIDIE BUDIMAN PE #45161 y y TUN 11609497 DR2289A MT MONO TRUSS 16472 Segovia Cir. N. Pembroke Pines. A 33331-4627 10 1 optional) e RZ`CU-SPAN, s ug 22 2001 Milekn us nee, Inc. Thu Nov age 1-0.0 2-6-0 1 - -- _ 20 77 1-0-0 2-6-0 3 Scale = 1:9.5 6.00 12 2 1d 2x4 = 1 4 2x4 II 2-6-0 2-6-0 LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft 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 0.02 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6.0 oc purlins, except end verticals. 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=191/0.1.8,4=108/0.1.8 Max Horz 2=119(load case 3) Max Uplift2=-124(load case 3), 4=-63(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1.2=17, 2.3=0, 3-4=-85 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It 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) Bearing at joint(s) 4 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 at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 2 and 63 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard BC Q ci No. 4 5161 0 , STATE OF r 0R10a OVAL November 1,200 11 A WARNING - vtr{ jy design parameters and Jt&W NOTES ON T873 AND RE VERSE 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 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, consulf QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Nate Institute, 593 D'Onofrla Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'i. * 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 securely seat. building designer, erection supervisor, property 1/9A. 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against each other. Q WEBS J5 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 1/8" from outside edge of a O at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords laces Po 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 ATTHE LOWESTJOINT MITek/ Gang-Nall 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 L, HYDRO - AIR 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. ft cb russ TrussType-JJUNAIDIE BUDIMAN PE #45161 Y Y ION 11609498 C2289A S 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627 2 1 optional) A:CU-SPAF% s ug 22 2001 Milekn us ries, Inc. Thu Nov age 52.5 _- --- 9-10-13 -- 1 1-5.0 5-2-5 4-8-7 4 Scale = 1:21.0 9 4.24 F12 6x8 3 cj 8 Li 10 11 7 12 6 5 2x4 = 2x4 11 3x4 = 5-2-5 9-10-13 i i 5.2-5 4-8-7 LOADING (PPsf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.92 Vert(LL) 0.08 6.7 >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 WB 0.42 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st 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 5.8.1 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=264(load case 2) Max Uplift4=-276(load case 3), 2=-634(load case 2), 5=.448(load case 3) 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, 5.6=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 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 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) 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 276 lb uplift at joint 4, 634 lb uplift at joint 2 and 448 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 249.91b up at 4.3.11, and 181.51b down and 543.81b 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 i r r 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads plf) .• ( IC.,, Vert: 1-4=-74.0, 2.5=-20.0 •`Q ,4$1 G 1 ff Concentrated Loads (lb) ; ' Vert: 8=-16.5 9=-181.5 10=20.9 11=-15.4 12=-55.4 tj No.45161 0':• STATE OF r c••. A SONA1.. November 1,200 AWARNINO - VerW 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 h 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 for lateral support of Individual web members only. Additional temporary bracing to Insure stability during consiructlon 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 OST-88 Qualify Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral 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 plotes,to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1 9 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachczc other. J5oPlaceplatesoneachfaceoftrussateach 6 For 4 x 2 orientation, locate X 03. Q joint and embed fully. Avoid knots and wane plates I/8" from outside edge of a o V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lices I P C, o at 14 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 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating formal refer to the MITek/Gang-Nall 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 00", continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 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 19! 0 m MiTeko TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber 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. FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2289 Address: 032 2> -( City, State:EAV qaz' F= 32+---1-8 Owner: 1).P_. Q_i`a.) Climate Zone: Central Builder: DR HORTON Permitting Office: Permit Number: Jurisdiction Number: I. New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 42.0 kBtu/hr - 3. Number of units, if multi -family I - SEER: 10.20 - 4. Number of Bedrooms 5 - b. N/A 5. Is this a worst case? Yes - 6. Conditioned floor area (ft') 2284 11' c. N/A 7. Glass area & type a. Clear - single pane 259.0 ft' - 13. Heating systems b. Clear - double pane 0.0 ft' - a. Electric Heat Pump Cap: 42.0 kBtu/hr - c. Tintlother SC/SHGC - single pane 0.0 ft' - HSPF: 7.50 - d. Tint/other SC/SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft - c. N/A b. Raised Wood, Adjacent R=11.0, 320.011' - 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, 835.0 ft' - EF: 0.86 - b. Frame, Wood, Exterior R=1 1.0, 876.0 ft' - b. N/A c. Frame, Wood, Adjacent R=11.0, 330.0 ft' _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 ft' - 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 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: 33160.00 PASSTotalbasepoints: 36844.00 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: G+ I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: 1Ae DATE: . Review of the plans and -T11E sTaTFospecificationscoveredbythis0Q = calculation indicates compliance 110withtheFloridaEnergyCode. r. Before construction is completed 0 Al this building will be inspected for compliance with Section 553.908 f c00FloridaStatutes. ivE BUILDING OFFICIAL: DATE: 3-C --_ EnergyGauge® (Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2284.0 42.08 17298.9 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1.00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As -Built Total: 259.0 13628.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adajcent 330.0 0.7 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM = Points Under Attic 1809.0 0.60 1085.4 Under Attic 19.0 1809.0 1.10 1989.9 Base Total: 1809.0 1085.4 As -Built Total: 1809.0 1989.9 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 161.0(p) 31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p) 31.90 5135.9 Raised 320.0 3.43 1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 6217.4 As -Built Total: 4559.9 INFILTRATION Area X BSPM Points Area X SPM = Points 2284.0 14.31 32684.0 2284.0 14.31 32684.0 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 Summer Base Points: 48457.6 Summer As -Built Points: 46931.7 Total Summer X System Points Multiplier Cooling Points Total, X Component Cap Ratio X Duct X Multiplier System Multiplier X Credit Multiplier Cooling Points 48457.6 0.3577 17333.3 46931.7 46931.7 1.000 1.00 0.975 0.975 0.334 0.334 1.000 1.000 15292.0 15292.0 EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/RaRES'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 18 2284.0 4.79 1969.1 Single, Clear E 1.0 12.5 7.0 9.96 1.00 70.0 Single, Clear E 1.0 14.5 32.0 9.96 1.00 319.7 Single, Clear E 1.0 14.5 53.0 9.96 1.00 529.5 Single, Clear S 1.0 5.0 10.0 7.73 1.02 79.0 Single, Clear S 1.0 7.0 23.0 7.73 1.00 177.8 Single, Clear W 1.0 10.0 39.0 10.74 1.00 418.7 Single, Clear W 1.0 11.0 7.0 10.74 1.00 75.2 Single, Clear W 1.0 3.0 8.0 10.74 1.02 87.7 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 9.0 32.0 10.74 1.00 343.5 As -Built Total: 259.0 2619.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adajcent 330.0 1.8 594.0 Concrete, Int Insul, Exterior 3.0 835.0 3.80 3173.0 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.0 4016.0 As -Built Total: 2041.0 5519.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 1809.0 0.60 1085.4 Under Attic 19.0 1809.0 1.00 1809.0 Base Total: 1809.0 1085.4 As -Built Total: 1809.0 1809.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 161.0(p) 1.9 305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p) 2.50 402.5 Raised 320.0 0.20 64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 369.9 As -Built Total: 978.5 INFILTRATION Area X BWPM Points Area X WPM Points 2284.0 0.28 639.5 2284.0 0.28 639.5 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 Winter Base Points: 6236.1 Winter As -Built Points: 10460.3 Total Winter X System = Points Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System Multiplier X Credit Multiplier Heating Points 6235.1 1.0730 6690.2 10460.3 10460.3 1.000 1.00 0.998 0.998 0*455 0.455 1.000 1.000 4750.1 4750.1 EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 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 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 17333.3 6690.2 12820.0 36843.5 15292.0 4750.1 13118.1 33160.2 PASS O4 b HE STq0 7 A 63 WE EnergyGaugeT1d DCA Form 60OA-97 EnergyGauge®JFIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .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. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded bv all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff gas must be provided. External or built-in heat trap required. Swimming Pools & Spas 61,2.1 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 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.3 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 (W) 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 lnsul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit I _ 5 _ b. N/A Yes _ 2284 (t' c. N/A 259.0 R' _ 13. Heating systems 0.0 il, _ a. Electric Heat Pump 0.0 ft' _ 0.0 R' b. N/A R=0.0, 161.0(p) ft _ c. N/A R=11.0, 320.OR' _ 14. Hot water systems a. Electric Resistance R=3.0, 835.0 il' _ R=1 1.0, 876.0 ft' _ b. N/A R=1 1.0, 330.0 ft' _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1809.0 ft' _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 R _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-i-1-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: Date: 1 I Address of New Home: 239 v-'P) City/FL Zip: NKAK , Cap: 42.0 kBtu/hr SEER: 10.20 Cap: 42.0 kBtu/hr _ HSPF: 7.50 Cap: 50.0 gallons _ EF: 0.86 yoQ'CHE SpTq O. r fit, 0 x o a cl oo w-E' o NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. /fyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar"'designation), your home may qualify for 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 www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: DR HORTON Notes: DR HORTON--MODEL 2289 Job:2289 9.22.00 j esign n ormation Y, Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TggD 18 OF RelaytiveNuernidity 50 % Moisture difference 43 gr/lb Heating Summary Building heat loss 36319 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 36319 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2284 2284 Volume (ft') 18742 18742 Air changes/hour 0.7 0.4 Equiv. AVF (cfm) 219 125 Heating Equipment Summary Make TRANE Trade Sensible Cooling Equipment Load Sizing Structure 30460 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg: data n Rate/swing multiplier 0.98 Total sens. equip. load 31306 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Btuh Total latent equip. load 7514 Btuh Total equipment load 38820 Stuh Cooling Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating Input 0 Btuh Efficiency Sensible cooling 10.2 EER 29050 Btuh Heating output 0 Btuh Latent cooling 12450 Btuh Heatin temp rise 0 OF Actual eating fan 1400 cfm Total cooling Actual cooling fan 41500 1400 Btuh cfm Heating air flow factor 0.039 cfm/Btuh Cooling air flow factor 0.046 cfm/Btuh Space thermostat Load sensible heat ratio 81 Bold/ltalle values have been manually overr/dden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr1ghtsoft Right -Suite Residential^' 5.0.33 RSR26017 2000-Sep-22 10:00:25 E:1Fllesldrhortont228912289.rsr Page t RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 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 18742 ft' x 0.0167 = 219 cfm 2. Winter infiltration load 1.1 x219 cfm x 32 OF Winter TD = 7712 Btuh 3. Winter infiltration HTM 7712 Btuh / 297 ft2 Total window = 26.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 18742 ft3 2. Summer infiltration load 1.1 x125 cfm x 18 3. Summer infiltration HTM 2479 Btuh / 297 ft2 x 0.0167 OF Summer TD = Total window = and door area 125 cfm 2479 Btuh 8.3 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 125 cfm = 3692 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) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 31306 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Stuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 3692 Btuh Equipment sizing load - latent = 7514 Btuh Construction Quality is: a No. of Fireplaces is: 0 BoldRtallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wrlglht5oft Right -Suite Residential TM 5.0.33 RSR26017 2000 Sep-22 10:00:25 ACCk E:\F11es\drhoAon\2289\2289.rsr Page 1 RIGHT-J WORKSHEET i, Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET. LAKE MARY. FL 32746.6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room Entire House MBTH WIC MBR 2 Length of exposed wall 274.5 ft 20.0 ft 16.0 ft 14.0 ft ft 3 Room dimensions 8.0 x 12.0 ft 9.0 x 9.0 ft 16.0 x 15.5 4 Ceiings Condit. Option 8.2 ft heat/cool d 8.0 ft heat/cool8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS1 HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg I Clg ft') Htg I Clg ft') Htg I Clg ft') Htg Clg 5 Gross a 14 4.6 2.1 999;; 160 72 112 0 Exposed b 12 2.9 1.9 971 0 0 656 0 walls and c 13 3.2 1.2 330 0 0 partitions d 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 37.0 206 7614 7 259 0 0 32 0 1183 0 glass doors b 8C 37.0 53 1959 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 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 42 849 0 0 0 0 0 0 0';;; 0 0 glass doors Cooling NE/NW E/W 0.0 56.8 0 210 0 11919 0 7 0 381 0 0 0 32 1741 SE/SW 0.0 0 0 0 0 0 0 0 0 0 0 0 South 30. 4 7 224 0 0 0 0 0 0""' 0 0 0 Horz 0.0 0 0 8 Other doors a 11 18.9 12.7 38 717 484 0 0 0 0 0 0 0 0 0 0 0 b 1118.9 12.7 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 9 Net a 14B 4.6 2.1 835 3848 1719 153 705 315 72 332 148 80 369 165 exposed b 12C 2.9 1.9 876 2523 1703 0 0 0 0 0 0 0 0 0 0 0 walls andc13C3.2 1.2 330 1040 386 0 0 0 56 0 176 0 66 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 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 1809 3068 4027 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 c 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 f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0 Note: room b 19C 1.1 0.0 320 364 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 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 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 26.0 8.3 2971 7712 2479 7 182 58 01 0 0 32 831 267 13 Subtotal loss=6+8..+11+12 33017 1664 923 2745 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10° 3302 10° 166 100 92 10- 275 15 Total loss = 13+14 36319 1830 1015 3020 16 Int. gains: People @ 300 7 2100 0 0 0 0 1 300 Appl. @ 1200 2 1800 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 27691 754 214 2473 Less external cooling 0 0 Less transfer 0 0 18 Duct gain 10° 2769 10° 75 10° 21 10° 247 19 Total RSH gain=(17+18)'PLF 1.00 30460 1.00 71 830 1. 00 235 1.00 2720 20 Air required (cfm) 1400 1400 38 39 11 1161 125 Printout certified by ACCA to meet all requirements of Manual J 7th.Ed. wr gf tsoft Right -Suite ResidentlalTM 5.0.33 RSR26017 2000-Sep-22 10:00:26 ACCK E: tFlles\drhorton\2289\2289.rsr Page 1 RIGHT-J WORKSHEET Entire House w 1 ` DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. Name of room UTIL 1/2 BTH FAM 31.0 ft KIT 9.0 ft1 2 Length of exposed wall 9.0 ft 6.0 x 9.0 ft 5.0 ft 5.0 x 9.0 ft 17.0 x 16.0 ft 10.0 x 20.0 ft 3 4 Room dimensions Ceiings Condit. Option 8.0 ftheat/cool 8.0 ft heat/cool 9.0 ft heat/cool 9.0 ft heat/cool TYPE OF HTM Area Load (Btuh) Area Load (BtCI) Load (Btuh Load (BtCh) EXPOSURE ICS NO. Htg Clg ft') Htg Clg 9 g ft') g g ft') g g 5 Gross a 14 4.6 2.1 0 0 0 311 0 81 Exposed b 12 2.9 1.9 0 40 0 0 walls and c 13 3.2 1.2 72 0 partitions d 0.0 0.0 0 00 00 00 ef 0. 0 0. 0 0. 0 0. 0 0 0 6 Windows and a 1C 37.0 0 0 0 0 0 0 0 53 0 1959 10 0 370 0 glass 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 d e 0. 0 0. 0 0 0 0 0 0 0 0 0 f 0.0 0 0 7 Windows and North 20.4 0 0 0 0 0 0 0 0 10 0 204 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0 53 2883 0 0 Cooling E/W SE/ SW 56. 8 0. 0 0 0 0 0 0 0 0 0 0 South 30.4 0 0 0 0 0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 8 Other doors a 11 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 0 0 0 0 0 b 11 18.9 12.7 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 258 1189 531 71 0 327 0 146 0 exposed and b c 12C 13C 2. 9 3. 2 1. 9 1. 2 0 72 0 227 0 84 0 40 0 126 0 47 0 0 0 0 0 0 0 0 0 walls 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 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 16C 1.7 2.2 0 0 0 0 0 0 282 478 628 210 356 0 467 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 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 a 22A 25.9 0.0 9 233 0 5 130 0 31 804 0 9 233 0 0 0 Note: room b 19C 1.1 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 d 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 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 0 0 0 0 floors) f 0.0 121 Infiltration a 26.0 8.3 0 0 0 18 467 150 53 1376 4421 10 260 83 13 Subtotal loss=6+8..+11+12 460 1063 5806 1546 Less external heating 0 0; 0 0 Less transfer 0 7 0 0 0 14 Duct loss 10° 46 106 10° 581 10° 155 15 Total toss = 13+14 506 1169 6386 1700 16 Int. gains: People @ 300 0 0 0 0 0 4 0 1200 0 0 1 0 1200 17 Appl. @ 1200 Subtot RSH gain=7+8..+12+16 1 600 684 0 426 5685 2101 Less cooling 0 0 0 externalLess transfer 0 0 0 0 18 Duct gain 10 ° 68 100 43 10° 568 100 210 19 Total RSH gain=(17+18)'PLF 1.00 20 753 1.00 45 469 1.00 6253 1.00 2311 20 Air required (c m) 35 22 246 287 66 106 Printout certified by ACCA to meet all requirements of Manual J 7th-Ed. rtgHtsOft Right -Suite Residential*" 5.0.33 RSR26017 2000•Sep42 10:00:26 leck wE: XFilesWmorton12289\ 2289.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room DIN/LIV/FOY BR2 BR3 23.5 ft HALL BTH 5.5 ft 2 Length of exposed wall 57.0 ft 20.0 x 19.0 ft 31.5 ft 12.0 x 16.0 ft 12.0 x 15.0 ft 6.0 x 18.0 ft 3 Room dimensions 4 Ceiings Condit. 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 L (BtCI) Hi9d (BtCi) ft Area Hi9d (BtCl9 ft') Htgd (I C gEXPOSURE Htg Cig ft') g g ft2Area g a b r14 4.6 2. 9 2. 1 1. 9 263 63 0........ 0 252 188 Exposed 0walls 5 Gross and c 3.2 1.2 162 0 0 partitions d0.0 0.0 0...•.•0 00""e0. 0 f 0.0 0. 0 0. 0 0 0 0 0 0 6 Windows and a 1C 37.0 77 2846 160 5910 160 5910 0 00 glass doors b 8C 37.0 0 0; 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 0 d e 0. 0 0. 0 0 p 0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 7 Windows and North 20.4 16 319 0 0 0 0 0 0 0 0 0 0 0 glass doors NE/NW E/ W 0. 0 56. 8 0 54 0 3433 6 168700 160 8700 00 0 CoolingSE/ SW 0.0 0 0 0 0 0 0 0 South 30.4 7 224 0 0 0 0 0 0 0 0 Horz 0.0 0 0 8 Other doors a 11 18.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 11 18.9 12.7 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 2.1 201 48 926 138 414 93 0 236 0 680 0 459 0 172 0 495 0 334 0 44 0 127 0 86 exposed walls and b c 12 13 2. 9 3. 2 1. 9 1. 2 162 510 190 0 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 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 10 Ceilings a 16C 1.7 2.2 400 678 890 192 326 427 180 305 0 401 0 108 0 183 0 240 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 e 0.0 0.0 0 0 l- 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 11 Floors a 22A 25.9 0.0 57 1477 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room b 19C 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter is displ. 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 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 0 floors) f 0.0 0.0 12 Infiltration a 26.0 8.3 971 2519 810 16 415 134 161 415 134 0 01 0 13 Subtotal loss=6+8..+11+12 1 9473 2012 1807 0 310 Less heating 0 0 14 external Less transfer Duct loss 10° 94 10° 0 201 10 0 181 10 0 31 15 Total loss = 13+14 10420 2213 1988 341 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 0 0 0 0 0 0 17 Appl. @ 1200 Subtot RSH gain=7+8..+12+16 0 0 6927 1890 1739 326 Less external cooling 0 0 0 0 0 18 19 Less transfer Duct gain Total Wain gain=(17+18)'PLF 10° 1. 00 693 7620 10° 1. 00 189 2079 100 1. 00 174 1913 100,••.. 1. 00 33 359 1201Air required (cfm) 402 350 85 96 77 88 13 16 Printout certified by ACCA to meet all requirements of Manual J 7th• Ed. wr ght50 C Right -Suite ResidentlalTM 5.0.33 RSR26017 2000-Sep-22 10:00:26 ACC& E:1Fi1es\drhorton12289\2289.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. Name of room Length of exposed wall LOFT/BR5 12.0 ft BR4 41.0 ft1 2 3 Room dimensions 12.0 x 19.0 ft 19.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool TTPE OFEXPOSURE BtClg Area Htgd (BtClg Area Htg Clg Area Htg Clg N0. HtgH Clg ft') ea HtgLoad ft) 5 Gross Exposed a 14 b 12 4.6 2.9 2.1 1.9 0 96 0 328 walls and c 13 3.2 1.2 0 0 partitions d 0.0 0.0 0 0 0e0.0 0.0 0 0f0.0 0.0 0 6 Windows and a 1C 37.0 16 591 322 1183 glass doors b 8C 37.0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0d0.0 0 e f 0.0 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 326 0 00 glass doors Cooling NE/NW E/W 0.0 56.8 0 0 0 32 11741 SE/SW 0.0 0 0 0 South 30.4 0 0 0 0 Horz 0.0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0b11A18.9 12.7 0 0 0 c 0.0 0.01 01 0 01 0 0 0 9 Net a 148 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2.9 1.9 80 230 156 296 852 575 walls and c 13C 3.2 1.2 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 e f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 228 387 508 209 354 465 b 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 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors Note: room a b 22A 19C 25.9 1.1 0.0 0.0 0 111 0 126 0 0 0 209 0 237 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0Isdispl. for slab d a 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 26.01 8.3 161 415 1341 32 8311 267 13 Subtotal loss=6+8..+11+12 1750 3458 Less external heating 0 01 14 Less transfer Duct loss 10 0 175 10° 0 346 15 Total loss = 13+14 1925 3804 16 Int. gains: People @ p 3000 00 17 PPII• @ 1230000 Subtot RSH gain=7+8..+12+16 1423 3049 Less external cooling 0 0 0Lesstransfer0 18 Duct gain 10° 142 10° 35319TotalRSHain- 17+18 'PLFg _( ) 1.00 1565 1.00 3353 20 Air required (cfm) 74 72 147 154"'- Printout certified by ACCA to meet all requirements of Manual J 7th. Ed. wrsgF>ttsoft Right-SuRe ResidentlalTM 5.0.33 RSR26017 2000-Sep-22 10:00:26 AgC& E:LFIIesLdrnonont2289t2289.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831.2665 D O T H V G N H v v H H N H N K D Y A R L L A W R A H L G C R R Y G T T M A R A R w L Z E M D G Z L O X MBTH a n e a c n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 WIC MBR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 1/2 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 KIT a n s a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIV/FOY a n s a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6 a n w a c n 0 d 1 1 90 1.0 1.0 4.0 6.0 54.4 39.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 4.0 7.0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 HALL BTH LOFT/BR5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 O.0 ti WilQilt50{ Right -Suite ResidentlalTM 5.0.33 RSR26017 2000-Sep-22 10:00:25 Page 1 ACCk E:\Files\drTor1on\2289\2289.rsr r vcmlc %mn mm lDGtrm 1i 1 V fflW-'d I' n. " O.KtKATU t0:10 4Kd tw d •lls 20 u t. p A/C SLABtDRMINMVALL -% CWCiw 1 1 i,t 5 rl''3_•'fww EDON eaor v12:12 .Ka I • 2B3 i I 7 weh auct 6•I :o rao! cep t0:10-4K I 15 ton ./5.. e240v 10/• Al0 ID:I3 ." CM 2•xl! RAD II y.trom by adr d 10.10 d !K In j 14• IV e = 6 6. 6' L7 • S' I •` fl Iv I -I. !Kd p-Tc-L . 3ci Must have a r.irwna'1 clearance or 4 inches around the air handler per the State Energy Code. Alt duct has an r=6 I PLOTPLAN DESCRIPTION: ( AS FURNISHED) LOT 42, BAKERS CROSSING, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 42 CONTAINS 5500 SQUARE FEET t THIS STRUCTURE CONTAINS 1787 SQUARE FEET tI TOTAL CONCRETE 575 SO. FT, t TOTAL SOD 3138 SO. FT. t P T (/ MINIMUM LOT WIDTH FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D. R. HORTON NOT PLATTED PER THIS PLAT 1: I50. 00' 1 N89' 36'15"W }' I LOT 42 DRAINAGE TYPE A I v I 0 On_.-.-. 0 0 1 0 1 o A/c PA NOS (^11 40. 00' 40. 00' L 0 T 41 MODE ° 2289 3 W FINISHED FLOOR z aQ ELEVATION= 34.3 i C W Ne 47.00' w W LO N N d z a V o00 oN 0 i15. 00 N 5.3S rv71 V) 5. 0'1 19.67' 5. 0 -- r • - • - - - ' DRIVE-..*' II1 1 I J 10' UTILITY EASEMENT•:•j'P II 3• II 1 3: N89'36'15"W I Inl. I 0 50. 00' LOT 43 ION MUST Ric 1:6" I, { `: `•; E CROWN OF ADJACENT ROAD UNLESS OTHERWISE APPROVED N I to OIN 95. 32' 1n, _ 136. 74' N 89' 36' 15"W 232.06' BELGIAN WAY j TRACT A I 50' RIGHT OF WAY I THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY Af`JEL \ NO 120289 0045 E DATED 4/17/95 A O FOUND THE SUBJECT PROPERTY APPEARS T LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. 1 BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 42 BEING N 89'36'15" W PER PROPOSED PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: EEC JOB NO. ASM32967 P101 PLAN 1-2-02 JML DRAWN BY: LOT FIT 5-2-01 JML LEGEND PI BUILDING SETBACK LINE POB POINT ON BOUNDARY CENTERLINE PCC POINT OF COMPOUND CURVATURE RIGHT OF WAY LINE POC POINT ON CURVE xx PROPOSED ELEVATION OR OFFICIAL RECORD PD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETE C. B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT PRC PT DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY PCP PERMANENT CONTROL POINT TYP TYPICAL. P) PER PLAT A/C AIR CONDITIONER M) MEASURED CBW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLAB S/W SIDEWALK C CHORD LENGTH CP CONCRETEPADSO. FT. SQUARE FEET I. 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 WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. RICAN SURVEYING & MAPPING ICATION OF AUTHORIZATION NUMBER LBB6393 / Q FOR 320 EAST SOUTH STREET, SUITE 180 - 2 Q FTHIRM ORLANDO, FLORIDA32801- (407) 426- 7979 1 EMOR10E. COLE, PSM #4 03 DATE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires July 31, 2002 ELEVATION CERTIFICATE Read the instrudions on Da4es 1- 7 SECTION A - PROPERTY OWNER INFORMATION For Insuranoe 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 XXXX BELGIAN WAY CITY STATE FL ZIP CODE PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 42, BAKER'S CROSSING BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEJLONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): 0 - ##' - ##.#If' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zane AO, use depth of flooding) 0015 E 4/17195 4/17195 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in 139: ® 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) Cl. 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 Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1,A30, ARIAH, ARIAO Complete Items C3.-a4 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) 34. 3 ft.(m) o b) Top of next higher floor N/A. ft.(m) U) o c) Bottom of lowest horizontal structural member (V zones only) N/A. o d) Attached garage (top of slab) N/A. ft.(m) ft.(m) 00 E 1 o e) Lowest elevation of machinery and/or equipment w m servicing the building (Describe in a Comments area) N/A. _ft.(m) EZR o 0 Lowest adjacent (finished) grade (LAG) N/A.A(m) Z P o g) Highest adjacent (finished) grade (HAG) N/A. ft.(m) d o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) zi'/0.3 3 -,z7• oz 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. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: EMORY E. COI E LICENSE NUMBER: 4403 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 L^ C,, I 3/16102 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Indudi g Apt, Unit. Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Ply Number XXXX BELGIAN WAY CRY STATE ZIP CODE Company NAIC Number FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HERE ON ARE BASED ON SEMINOLE COUNTY DATUM; 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 Et through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crn) above or below (check one) the highest adacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adacent 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 oommunitys floodplain management ordinance? Yes No Unknown The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIPCODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the oommunitys floodplain management ordnance 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 aichitect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone AD. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPUAN':':,;MCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement GB. Elevation of as -built lowest floor (including basement) of the building is: _ IM) 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 FFMA 81-31, JUI. 00 REPLACES ALL PREVIOUS EDITIONS I ACT Vf E STATbHENT' TSS' D by CITY OF SANFORD OAtiT a t1tW3iYr' a LOINGG• PEKNIT' NUMkSER: 'ww q ZLITY3 COUNTY IC,MOE1Rx UNITA00AESd_....... ._r...s......b—..--....., ......,.,........—.r..--------- TRAFFIC . ZCNis .w.. • J-ljKxS0l TT'1,yN¢+ fi SEC: • TWPr AVG., FARCE . SllRI3IIfISii7N _- TPAiCT: _ llrr"F .wr_w+}Ir,e'r Sw r.rwrr.,w,. rrrr PLAT _ 807K • w..,w _ PLAY W.JEC,( l'fi&E- ,rR.Tr NLOCK ` ..,» -_ LOT,. -^- UWNFyrA(.NAMEp*. Arp PLI AjL 11i+ i1. M. ,¢7 +7NAM• F , y ra•. I r iw.r wl w..y.vrrM.Y•.!N+ .w`M.wirroAM..ywie wwl.. Mi Y!r..'.wsw.w.«.wA....w..w..w.r.r.w. w.r.wr r.wa+w_.+. .wMri N' r. r u. w..wwwwr•.r...w..._+ir« .. :v.••••., .-w w.+..+r« r w_ .PMC . ww t11ww. N w..Ye.1 _• ww 1w r.r.M w wrMw r"w.w. w.r r•.w.w w.r AODRESSrr.wwMV F4 r. w w._nY1 4.1 MY•M MR tl yr.[P.rM+r T WrF wYrwr.wwws+p _ +wwr1•_+wpr Mrq.Mwwr Wrrww r«r LAND USE CATEGORY: 001 - SINGL4 F'0,l' LY BETACHED HOUSE TYPE USE: RESIDENTIAL WORK DESC KrPTTCjN SINGLE FA"LLY HOUSE; r) TACHEL" - CO NSTAUCT-104 F E 1C 14EFZi R1'ai'E FE'UNIT RATE PER 0 G TYPE TOTAL DUE TYPE .01ST SCHWU .E cosc. UNIT •II'P UNITS 1......q+{,«.... r.. w,... w....«ww.r...rsr._w:rews•...w r...r-- .-r w..w... ... .y+i rrw. wawr.p...•.. +r..t----....w_.... .—....,r..----.r..... --- ROADS ARTERIALS Cc- wroc a OWL UNIT. $ TO-4.60• ROADS WLL. ECTURS malkTH a OWL ONi:T 3 I42*00 # 1.42,00 LfARAAY •CO- WTDE- O SCHOOLS CO-- wiar 0 STATEMENT PLEASE+ t' fl NT. NAM OWL UNIT 54*00 3 5.4.00 OWL Uhl. T $1,064.00 I s Il344.00 AMOUNT DUE 2YZ S.tIQ STUNATURE: OAT C. .. _......;. .,: w.r NOTE 'TO RECEXVING •SIGNATORY/APs' LICANTz FAILURE: TO OTIFY 0104EA ARD ENSURE TlMfLY PAYHENT MAY RFSQL. IM YOUA LIALILITY 'FOR THE 'FEE, 2--APPL ICAH7 14-Co'UNTY 4*NOTE** PERSONS A9FA' V1F.ISEG THAT TH ARE DUE AND PAYABLE PRIOR • Pl ASONS ARE ALSO ADVISEn THAT A TO APPEAL JHE CALCO.LA1TIONS lEWCATIONRL (SCH000. 1HPACT FE • A WRITTEN RFQU9ST WITHIN 45 SIGNATURE C'.ATF A80VFj ;pUT NOT LA OCCUPANCY* THE REQUEST FOlk REVI COUNTY LANO UEVIFLUP14ENT COGEw ' C AAY SE 'P: ICAED UP,—' 0A REQUE.STEDt 1201 EAST FtAST STRCeEft SANFOR.gy PAYMENT SHUOLO 5 , MADE TO: PAYMENT SHOULD .SE ' BY CHECK OTC THE STATEMENT NUMBER AND CI`3V LEFT OF THE NfITICE:a S I5 ,A STATeMENT OF FEES WHICH 0 ISSOANCE OF A. 6U LOING PERMIT. Y Kr4HTS OF THE APPLICvANTV OR OWNERS OF THE ROAVt LIBRARY SYSTEM •AND/UR S ,MUST AE EXEbRciseo RY FILING LW* R UAYS • OF THE AEGFCIKING Eat THAN CERTIFICATE OF OCCUPNANC,Y . UR EW MOST MEET THE REQE ;*f'MEHTS OF THE IFS OR THE RULES GOVERNING APPEALS FROM THE PLAN INFLEO ENTATTON bOfrltE : FLOAIDA . 12771 (407) 565-1474o ' CITY OF SANFORD BVILDING OEP'ARTMENr 300 'NORTH PARK AViNUF SANFOAD•. Ft,. 3277• 1 moNEY oF%oE* l ANDsticl LU . Ptu-ERENCE UILVING PEAMtT Nt MbE- R AT T14C TOP i'Hi-'5 S' CA*'tM04T I5 .VAL.IO.ONLY N CONJUNCTION WITH I$SUANC.E JF A*** FAMILY BUILDi.NG Permit CITY OF SANFORD PERMIT APPLICATION Date: Z-zcz Job'.Address: 232 Permit Type:— Description of Work Electrical: —Addition/ Plumbing/Residential: _ Plumbing/Commercial: Occupancy Type: 1 Type of Construction: Parcel No. Electrical Mecbanical Plumbing Fire AlannlSprinkkr Additional Information for Electrical & Plumbing Permits Change of Service Temporary Pole New AMP Service (# of AMPS ) Alteration New Construction (One Closet Plus Additional) of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Unes Commercial _ Industrial Total Sq Ftg: Value of Work: S ^ t' c K Flood Zone: Number of Stories: 2 Number of Dwelling UnIU: 1 Attach Proof or Ownership & Legal Description) Owner/Address/Phone: t2 PCX" `N Sb (' '4CR / e S--1 - q l O iP2cAc F h N lJ'T OtJf l2 l00l Ott EpN`s U , L 3 2 Z2 Contractor/Address/Phone: iC -b P S -G 101 462p l,-ZA.}tNE- N4V" . z I01 aW4bO,F L State Licenso Number. Contact Person (-BTU 0 Phone & Fax Number.go -q 104 q l 4ZZz3 Title Holder (If other than Owner): N % Address: Bonding:Company: NX Address: Mortgage Lender: N Address: Architect/Engineer Address: AeA NSR • 434 St. 1 t5f l i l PI&tDO-ST- 1, Fi 3214 Phone No.: 4C5-+l C00-4 5 Fax No.: 404 (-i94 - 40=v'a Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR"ROVEMENI'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WTTH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits acquired from other gosrrnmental entities such as water management districts; stAte agencies, or federal agencies. Acceptan of permit is velcation that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Si a 0f Owner/Agent Date Signature of Contractor/Agent Date kha Print r Agent N e Print on ctor/ ent's Si lure of Not Date S gnature of Notary -State of Florida Dab PATRICIA L. COULTOti My COMM Cp. 712612002 No. CC 762427A o, A:.. . N 9,-+ t 1 other 1_0. Owner/Agent is - Produced ID _ Known to Me or OF 40 PATRICIA L. COULTON TARY p My Comm Up. 7/26/2002 PUBLIC a No. CC 7627Contractor/ en t 1 own to Me or Produced ID APPLICATION APPROVED BY: , tie Date: Special Conditions: -A-., /.Lv'fy W 'n 0/0 , I. APEX PEST 4ca,M Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS iiN\\A--ME- AND ADDRESS Name •• C l Address A2 9D City/State/Zip 0zLLVzCO3 3?Qaz7_ Phone & Email Quarterly Payment Amount $-1 71w57.:,'•` , 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: L 42- &--zG N-C-A SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: '1ER u i7r 'a 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 RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date Customer or Agent 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. any 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 b_ maintained for the LIFETIME of the identified property subject to the terms and conditions of this agreement for $>1._per quarter (3mo 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 WARRANNTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS 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 (1)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 or sensitivity concerning odors, 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 effective means of controlling certain termite Infestations of certain structures. 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; (1)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 supplies occurs, 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; (i)termite 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 seg. The proceeding shall be governed by one arbitrator, 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 $5000 transfer fee payable to Apex within 30 thirty) days of the transfer of the treated Property. Trademark of DowElanco 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 407459-2847 407-858-0540 813-221-2847 800-929-2847 888-764-2847 877459-2847 Limited Power Of Attorney I hearby name and appoint: Crai each agent's of D.R. Horton Inc. Coulton and Ra To be my lawful attorney in fact to act for me and The Building Dept. of: C j , 0 E For a residential permit for work to be performed at: j4- U ly t r, Lot # : 4Z Subdivision : 1?)ak-UsCrass" Address:23Z &16% And to sign my name and do all1things that are necessary to this appointment. i Richard B. Ladd CBC055300 Contractor I State Registration Number epy I Signature of Contractor This foregoing instrume t was acknowledged before me this: Date: 2 22 02- I By: Richard B. Ladd ( Contractor ) Who is personally know to met State lf Florida II / CountyY , Orang I otary Public Signature PATRICIA L. COULTON. MY Comm Exp. 7/26/20029/ No. CC 762427 H w+own+ 110Ma J.D. Notary Seal CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 1. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: er sizes a. Foundation pla indicating reinforce replacement.bartreplaccmentg walls. Provide side view details of these footers with 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 Florid.t 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. ns to be used 1n the structure. Bearing d. Cross sections of all wall sectio non-bearing inter and exterior. Show all components of wall section. e, Framing plan for floor joists where conventionally framed. Plan toIndicatespan, 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. 9. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: A115 S.F. Garages/Carports S.F. Porch(s)/Entry(s) 35;L S.F. Patio(s) Z2$14 S.F. Conditioned structure 2 S.F. Total (Gross Area) 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 Blvd,Sanford, F) (407) 665-3600. c. 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 SIGNATU By OwlCer or Authorized Agent) 0® A.B. !]ESIGN GROUP, INC. 1441 C.R. #427 NORTH LONCAWOCO. F-A. 32750 PH., (407) 774-0076 FAX, (407) 774-4078 BAKERS CROSSING LOT# 42 a°2289°'-R REVISED SQFTG, I-'/S l SQ.FT. CALL. S LIVING- (15T.) 1372 SQ. FT. LIVING l2NDJ 912 SQ. FT. TOT. LIVING 2284 SQ. FT. ENTRY 32 SQ FT. GARAGE 415 SQ. FT. PATIO j U -54 SQ. FT. TOTAL 2 785 SQ. FT. MAR 0 4 2M 3/l /®2