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HomeMy WebLinkAbout241 Clydesdale Cir 03-39 New SFHPERMIT ADDRESS CONTRACTOR i ADDRESS 7— O( PHONE NUMBER 5 I PROPERTY OWNER' ADDRESS ftl35 14 7vNoc^-6A A%Ac CI PHONE NUMBER ELECTRICAL CONTRACTOR M -- N--% L , SUBDIVISION PERMIT # 39 DATE PERMIT DESCRIPTION toPERMITVALUATION SQUARE FOOTAGE 17111 MECHANICAL CONTRACTOR p 0 PLUMBING CONTRACTOR H MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building -located at 241 CLYDESDALE CIR for which permit 03-00000039 has heretofore been issued on 10/29/02 has been completed according to plans and specifications filed in the office of the Build' Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zonin nd subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled _f_)IU_C5 Inspected rt ZONING: 1 1 Inspected to ly Icy , a UTILITIES: Water Sewer Lines In , X11Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Drainage b* Maintenance Bond PUBLIC WORKS: Street Street Paved Name Street Signs Ll 6/jSS; c+r o Lights Storm Sewer Driveway Street Work DESCRIPTION WATER - SEWER IMPACT FEES 01- APPLCTN FEE -ELECTRIC 01- APPLCTN FEE -ELECTRIC 01- APPLCTN FEE -BUILDING 01- APPLCTN FEE -PLUMBING 01- PREPOWER AGREEMENT 01- FIRE IMPACT - NONRES 01- FIRE INSPECT -NEW CONST 01- FIRE REINSPECTION FEE FEES PAID DATE AMOUNT 11/ 21 02 1/ 21/03 10/ 29/02 11/ 18/02 5/ 22/03 10/ 29/02 10/ 29/02 6/ 11/03 20. 00 20. 00 10. 00 10. 00 60. 00 61. 16 50. 00 25. 00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building -located at 241 CLYDESDALE CIR for which permit 03-00000039 has heretofore been issued on 10/29/02 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-POLICE IMPACT - NONRES 10/29/02 390.06 01-RADON GAS TAX FEE 10/29/02 8.86 01-ROAD IMPACT FEES 10/29/02 2643.54 01-RECOVERY FD/CERT. PGM. 10/29/02 8.87 WD IMPACT:COMMERCIAL 10/29/02 650.00 SD IMPACT:COMMERCIAL 10/29/02 1700.00 C' C'Q'Ck fi oM'e-s ay Ho(-"Oalle 'I *S OWNER I BUILDING OFFICIAL / DATE FEMA REC'd SLAB REC'd INSPECTOR bQ zlj43 REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING""" DATE- Lj ' Q a'0-3 PERMIT # QA- ADDRESS PROJECT e CONTRACTOR 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. Engineeri Public Works Zoninq Utilities Licensinq Conditions: (to be completed only if approval is conditional) 0 0 `f 1 5- j ' 5- FEMA REC'd SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING"""" DATE L) . Q a''C) 3 PERMIT # QA- .?-) - ADDRESS V, o' PROJECT e CONTRACTOR \ aC , cry S 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 Fire Public Works mil/ n /J 5 1-ijlm , Zoninq Utilities Licensinq Conditions: (to be completed only if approval is conditional) FEMA REC'd SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** DATE- ` Q a. -•O PERMIT # Q --)' ADDRESS y ci _ CC_ fUtO PROJECT CONTRACTOR 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 Fire Public % Utilities Conditions: (to be completed only if approval is conditional) CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: 3 PERMIT #: O 3— 3 7 Q 1 iBUSINESSNAMEAl,sPROJECT:_ ADDRESS: PHONE NO.: FAX NO.: CONST. INSP. C / O INSP.:(] REINSPECTION [ ] PLANS REVIEW F. A. [ ] 1 F.S. [ ] HOOD [ ] PAINT BOOTH [ J BURN PERMIT [ J TENT PERMIT ] TANK PERMIT [ ] OTHER [ ] TOTAL FEES: $ I I— ( PER UNIT SEE BELOW) COMMENTS: C IJI, -11%k Q Y1 I,JC(AR Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit 1. 2. 3. 01116Z 4. 5. t 6. 7. 8. 9. 10. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, F1. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Prevention Division Applicant's Signature FEMA REC'd SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** DATE Ll ` Q a'QN 3 PERMIT # QA- ADDRESS PROJECT e CONTRACTOR Z 0 "PI-- l l co rJ 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. Engineeri Ll/3/0`3 Fire to '' % Public Works Zoning 8 rnb\),L- j Utilities Conditions: (to be completed only if approval is conditional) EAR Iv(SC li S V FEMA REC'd SLAB REC'd INSPECTOR L REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING"" DATE-L `Q a'C I U I V' " PERMIT # (A- ODq-D ADDRESS C IC _ S _CC_ O PROJECT CONTRACTOR 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 Fire Public 1 Utilities Conditions: (to be completed only it approval is conditional) MM l 7 1/: iiyl1, At qp=- mmppp O U N DA RY SURVEY DESCRIPTION: TRACT F, BAKERS CROSSING PHASE 1, FRIE$,AS PER PLAT THEREOF RECORDED IN PLAT BOOK 4N 60, PAGES 27 THRU 29, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. o APACo SA coU 0) Lri N O N N L J U Qf U W I N89-35-18-W f 5.00' LLi ED 2 J N of Q ui 00 O U) - i z O = it N V) z y co L,J w Q 0 N 'Jr J cli 3 U o wit O 0 Z Z U o A ci C-1 L= 34.28 R=75.00 D=26'11'03" CB=N13'47'58"E C=33.98 NOT PLATTED NOTES: 1) BASIS OF BEARING: THE CENTERLINE OF CLYDESDALE CIRCLE AS BEING N00'42'26"E. 2) UNDERGROUND UTILITIES NOT LOCATED. 3) ELEVATIONS ARE BASED ON SEMINOLE COUNTY DATUM. REVISED JUNE 6, 2003 — FINAL SURVEY NOT PLATTED 52METAL LIGHT POLE BACKFLOW o S8935'180E vALvE 105.95' 2-WATER MTERS p CLEAN 1 REGULAR O OUT 6' IRON FENCE 42.0' PARKING CONCRETE DECK SPACE O) 9.4' O do IRON FENCE 19.4'0 1.2' OVER ONE STORY Y O U U CONCRETE BL U WO Li BATHROOMS a z Y FLOOR=28.91 1" zQw L W of w W Y0 0 COVERED 0 0 Li 0wN CONCRETE U U L) o! 0z J X J Q a: g CONCRETE DECK Q 6 IRON FENCE IRON FENCE POOL 1.5' OVER PUMP R. SHANNON' JR., P.L.S. FALID WITHOUT•THE SIGNATURE AN OF A FLORIDA LICENSED SURVE4RR tis33s, 3 8• TRACT F 4T 0 ORIGINAL RAISED MAPPER N89'35'18'W 74.98' TRACT 1 25.00' 3 ao N N O N N CA N W I N QN W W ZQIZ Qo(D HUY NOV)O wm Q Q in J a LANDSCAPE BUFFER SHANNON SURVEYING INC. 499 NORTH S.R. 434, SUITE 2153 ALTAMONTE SPRINGS, FLORIDA, 32714 407) 774-8372 LB # 6898 DATE OF SURVEY: DECEMBER 3, 2002 FIELD BY: B.R. SCALE: 1'=30' FILE NUMBER: BAKERS - TRACT F(as-built) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires July 31, 2002 Rlead the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For .lnsuran.ce'C&ripany Use: Number, PolicyBUILDINGOWNER'S NAME Po. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company "C' Number. r• ry STATE ZIP CODE 5,4AJGoeD ,e/'04 ,42773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) e,Qc?- "F ` F44-'ERS C,2n,SSi-J PK/ = BUILDING USE (e.g.. Residential, Non-residential, Addition, Accessory, etc. Use Comments section If necessary.) NoN- RdF510EnrrtA L. LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: I_I GPS (Type): or ##.# ) LJ NAD 1927 LJ NAD 1983 LI USGS Quad Map U Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8, COMMUNITY NUMBER I B2. COUNTY NAME 1:53. S IAI t SFmmi-oct COcJAlTi /,700ag sE^g'i 00tF Cc u7 Y F.E'i i4 B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD 69. BASE FLOOD ELEVATION NUMBER DATE I EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of floods. 7 9s s B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. I_I FIS Profile JJ FIRM LJ Community Determined IX Other (Describe): L-0MQ- F - ,3r ,0t'eRS CZ SS. 811. Indicate the elevation datum used for the BFE in B9: JA7. NGVD 1929 Lf NAVD 1988 "Other (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? LJYes J4 No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: IJConstruction Drawings' JJBuilding Under Construction' 1,?gFinished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number / (Select the building diagram most similar to the building for which this certificate is being completed - pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different fror the datum used for the BFE in Section B. convert the datum to that used for the BFE. Show field measurements and datum conversior calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conven Datum NG'Jv OV) Conversion/Comments Elevation reference mark used Co—P--'-T Y $ - I • Does the elevation reference mark used appear on the F ' J Yes { O a) Top of bottom floor (including basement or enclosure) Z 8 = ft.(m) e b) Top of next higher floor No fit ft.(m) c) Bottom of lowest horizontal structural member (V zones only) N dN ft.(m) o0O d) Attached garage (top of slab) N t _ ft.(m) E e) Lowest elevation of machinery and/or equipment Wservicing thebuildingZ89ft•(m) EO f) Lowest adjacent grade (LAG) Z- ft•(m)O g) Highest adjacent grade (HAG) 28 . Z ft.(m)O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade J O i) Total area of all permanent openings (flood vents) in C3h 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 intormation. I certify that the information in Sections A, 8, 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 LICENSE NUMBER JAn, es P2 .S14A"r.-)c*,l ,P- 2GS 5l6/ TITLE COMPANY NAM OrQLcS /D NT ..SA/xtN A,oN S uRi%e' S'!N — ADDRESS l CITY tip STATE ZIP CODE l 1w . SE. 57 V l ? z/ CTIO/'tGNTE SIB "/ -4 Ft -A 3Z7, SIGN E UokTE TELEPHONE OV67 -77Y_ a' 7 2r FGM R1. 31 41 I(, Qa CFF p; \/GpCG CIr1F Frlp r.rINTINI I4TIr1N pFPI 4(`FC 4I I pRF\/Irl1 IC ;:nlT STREET ADDRESS (Including Apt., Unit, Surte, and/or Bldg. No.) UK P.U. KUUT t ANU BUX NU. I Policy Number CITY STATE ZIP CODE I Compa NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS 1_1 Check here if attachmen- SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E3. 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 I I I fL(m) I I lin.(cm) U above or U belov check one) the highest adjacent grade. E3. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I_I Yes I_I No U 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, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1 _,_1 Check here if attachmer SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A. B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. I_I The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engipeer, or archittect 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. I_I A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. I_.l The following ili6miation (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has-been issued for: I_I New Construction I -I Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachm= FPMG Gnr A1_11 AI Ir:Oq RFPI A('FC Al 1 PP=VIC)l IC =r11T1(` ArIk if CAPRI BUILDERS A division of Capri Homes, Corp. City of Sanford Dan Florian, Building Official P.O. Box 1788 Sanford, FL 32772-1788 RE: Prepower Inspection Request for (241 Clydesdale Circle) To Whom It May Concern: OF This letter is written to request a prepower inspection for the address referenced above. Please be advised that such building will not be occupied until the Certificate of Occupancy has been released. Sincerely, Mr. Mario Prieto Westlake Plantation LLC Yuclit Oil MYCOMMI$$IONa OD181210 EXPIRES March 17, 2007 j Rr i?:•', BONDED THRU TROY FAIN INSURANCE, INC 735 NORTH THORMON AVENUE - ORLANDO - FLORIDA - 32803 PHONE: (407) 228-4645 • FAx: (407) 228-4648 COMMERCIAL - RESIDENTIAL CUSTOM Hows - RCA040368 • CRCO20130 CITY OF S'ANFOROIEIAIEM, RIOP AUPERMITUAPPLIC'' Permit Number. 0 3 Date: L Z The undersigned hereby applies for a permit to install the following electrical: Owner's Name: Address of Job: / C `, Y T2 S /qL "A" Electrical Contractor: Residential: Non -Residential: Number Amount Addition, Alteration, Repair Residential & Non -Residential) po New Residential: AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service . Manufactured Building Other. Description of Work: Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant'ssigrfature State License Number I dFl A-p-n e1-4-0 k/ IF L ii X k-P Nil P: L I < L m m J I 7-0-0 15-8-0 U_u_U Y,'A R N I N ALL BEARING WALLS TO BE PLACED i J.L HUS26 IN C TI (E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. C5 HGUS26-2 'ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS WALLS SHOWN ARE TO BE BEARING.- 1J IS SPC.HGR SIGNED APPROVAL: X JOB NUMBER: 31757 DATE: 9-9-02 PITCH: LOAD2:_SHINGLES CCU SPAN CUSTOMER: CAPRI HOMES .1 D/H: 1-4A407-321-ltO BY: T- JOB NAME: BAKER CROSSING PAVILION BRG: BLOCK MiTeke September 9, 2002 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331-4627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : 13793734 thru I3793748. Total : 15 drawings. Job 31757 Builder :CAPRI HOMES Location :BAKERS CROSSING PAVILION 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 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 15 Truss drawing. 2) Truss Index. September 9, 2002 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. YRUSS INDEX OF JOB 31757 Trusses included=15 0,"\31757\a.tre" 1 3793734 1,"\31757\al1.tre" 13793735 2,"\31757\a7.tre" 1 3793736 3,"\31757\a7a.tre" 1 3793737 4,"\31757\a9.tre" 1 3793738 5,"\31757\b.tre" 1 3793739 6,"\31757\b7.tre" 1 3793740 7,"\31757\b9.tre" 1 3793741 8,"\31757\j.tre" 1 3793742 9, "\31757\j g. tre" 1 3793743 10,"\31757\k.tre" 1 3793744 11,"\31757\1.tre" 1 3793745 12,"\31757\m.tre" 13793746 13,"\31757\s.tre" 1 3793747 14,"\31757\s1.tre" 1 3793748 f : NO, 4 5161 ,k O SMATE OF Z o R tot, September 9, 2002 AWARMNO - VerVy design pararrseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mllek connectors. This design is based only upon parameters shown, and is tot 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 trust designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure dabWty during construction is the responsibility of the erector. AcidBlonal permanent btbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality conhol, storage, delivery, election and biocing, consult OST-88 Quality Standard, DSB-89 Bracing Specification. and NIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onohlo Drive, Madison, WI53719. M1 MiTek0 Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A,, y ,A„ 0 Q 0 For 4 x 2 orientation, locate 7: plates/a" from outside edge of o truss and vertical web. 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-NallJolnt/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, 49224e SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. a MiTek® i ,Z&Lo FORM018,019 0 NMRO,AIR0 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 aa: joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1A panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. IIIIIIII 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. Job russ I russ I ype ty y AKERSCit6SSING PAVILION 13793734 31757 A ROOF TRUSS 19 1 optional) A A , LONGWOOD, FL, MiTekIndustries, Inc. 4.201 SR1 s Aug 20 2C01 MiTek Industries, Inc. Mon Sep 1 Page 1 1 -1-4-0 l 6.7.4 12-8-0 18.8-12 1 25-4.0I1 126-8.0 1-4-0 6.7.4 6-0-12 6.0-12 6-7-4 1.4.0Scale 1:50.4 4x6 = 4 6.00 F"- 2x4 \\ 2x4 /7 3 5 2 6 o' ' jo 3x4 = 10 9 8 3x4 = 3x4 = 3x4 = 3x4 = 8.7.8 16.8-8 25-4-01I 8.7.8 8.1.0 8-7-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert(LL) 0.08 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.22 8-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.05 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 117lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-1-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 1287/0-8-0, 6 = 1 287/0-8-0 Max Horz 2 = 190(load case 4) Max Uplift2=-669(load case 4), 6=-669(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=23, 2-3=-1801, 3-4=-1559, 4-5=-1559, 5.6=-1801, 6.7=23 BOT CHORD 2-10 = 1590, 9-10 = 1096, 8-9 = 1096, 6-8 = 1590 WEBS 3-10=-363, 4-10=557, 4-8=557, 5-8=-363 NOTES (5-6) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 IT above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 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 669 lb uplift at joint 2 and 669 lb uplift at joint 6. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE1145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Ire B t No. 4 5161 ,k Or t Y tSTATEOF : w ID R to'' 01VAL September 9,2002 AwARmNO - VerW design pawnseters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. onissies® 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 dablitty 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 057.68 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available, fromfrom Truss Plate institute, 593 D'OnohDrive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each it c2 73 other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate O „ Qt joint and embed fully. Avoid knots and wane plates/e" from outside edge of o d _ 4. at joint locations. truss and vertical web. a o Unless otherwise noted, locate chords licesP 114 length(+ 6" from c, C6 at panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 V J6 lumber shall not exceed 19 %at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE Preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Jolnt/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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 engineer. MiTek® 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. , CLIP FORM016.019 HYORO,AZR® Job russ I russ I ype ty y AK SING PAVILION 13793735 31757 All ROOF TRUSS 2 1 optional) A U- AN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SRI s Aug 20 2COl MiTek Industries, Inc. Mon Sep 09 1 age 1 1-4.0 5.9.4 11-0-0 14-4.0 19-6.12 25-4-0 26-8.0 1-4-0 5-9-4 5-2-12 3-4-0 5-2-12 5-9.4 14-0 Scale: 1 /4" = 1 4x6 = 4x6 = 4 5 6.00 T2- 3x4 3x4 3 6 2 7HUnM 01 6 6 3x4 = 12 11 10 9 3x4 = 2x4 II 3x4 = 5x6 = 2x4 II 5-9.4 11-0-0 14-4-0 19-6-12 25.4.0 5.9.4 5.2.12 3-4-0 5-2-12 5-9.4 Plate Offsets ( ): 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) -0.15 9-10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.20 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.06 7 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min Udell = 360 Weight: 125 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1287/0-8-0, 7 = 1 287/0-8-0 Max Horz 2=-170(load case 5) Max Uplift2 = -696(load case 4), 7=-656(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=46, 2-3=-2043, 3-4=-1507, 4-5=-1273, 5-6=-1507, 6-7=-2043, 7-8=46 BOT CHORD 2-1 2 = 1720, 1 1-12 = 1720, 10-1 1 = 1273, 9-10 = 1720, 7-9 = 1720 WEBS 3-12=121, 3-11 =-518, 4-11 =330, 5-10=330, 6-10=-518, 6-9=121 NOTES (6-7) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 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 696 lb uplift at joint 2 and 656 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEi145161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. 7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard ppf7 i i '•; t No. 4 5161 rSTATEOF o co, e. R I aNAL September 9,2002 A WARNING - Verify design pararnet:ere and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with Mllek 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 lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control- storage, delivery, erection and bracing, consult OST-lie Quality Standard, OSS-e4 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation ova0b laabfromTrussPlateInstitute, 583 D'OnobDrive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION t'/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 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 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® ill PANEL TM CLIP FORM018,019 NMRO-AIR0 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 1russ lype ty ly AKERS CROSSING PAVILION 13793736 31757 A7 ROOF TRUSS 1 1 optional) A A I ec Industries, Inc. 4.201 R 1 s Aug 2020 1 MiTek Industries, Inc. Mon Sep 0$ 13:2:66 66 age 1 1.4-0 3-9-4 7-0-0 1 12.8.0 1 18-4-0 21-6-12 1 25-4-0 26.8-01 1-4.0 3-9-4 3-2-12 5.8.0 5-8-0 3-2-12 3-9-4 1-4-0 Scale: 1 /4" = 1 5x8 = 3x6 II 5x8 = 4 5 6 6.00 rf-2 2xa 2x4 i 3 7 2 8 EEI 01 9 `o 3x10 = 12 11 10 3x10 - 3x4 - 7x8 - 3x4 = 7.0.0 12.8.0 18.4-0 25-4-0 I 1 I 7-0.0 5-8-0 5.8.0 7-0-0 Plate Offsets ): -1- , 6--1-120-2-121, 1 : - -1- 11: -4-0,0-4-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.28 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.32 11 > 91 7 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(TL) 0.10 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 156 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 2-6-0 oc purlins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4.5.14 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 2465/0-8-0, 8 = 2465/0-8-0 Max Horz 2 = 123(load case 4) Max Uplift 2 = -1 640(load case 4), 8=-15040oad case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=25, 2-3=-4538, 3-4=-4385, 4.5=-4934, 5-6=-4934, 6-7=-4385, 7-8=-4538, 8-9=25 BOT CHORD 2-12=3998, 11-12=3972, 10-11 =3972, 8-10=3998 WEBS 3-12=-67, 4-12=817, 4-11 =1123, 5-11 =-931, 6-11 =1123, 6-10=817, 7-10=-67 NOTES (8-9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 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 1640 lb uplift at joint 2 and 1504 lb uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 657.1lb up at 18-4-0, and 603.21b down and 657.1lb up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 9) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED 1E pr LOAD CASE(S) Standard I FL%"'I. 1) Regular: Lumber Increase = 1.33, Plate Increase 1 33 G. z• Uniform Loads (plf) Vert: 1-4=-74.0, 4-6=-154.2, 6-9=-74.0, 2-12=•20.0, 10-12=-41.7, 8-10=-20.0 Concentrated Loads (lb) * i0 4.5161Vert: 12 = -603.2 10 = -603.2 STATE OF sa iaL September 9,2002 AWARMMo - Verjfy d.styn paranwt.rs and READ Narzs ON Tars AND RavERss SIDE BARE use. 0 Design valid fof 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 Incorporatlon of component is fesponslblity of building designer . not (fuss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bfacing to Insure stability during constfuctlon is the responsibility of the erects. Additional permanent briacing of the overall structure is the fesponslb8tty of the building designee. For genefal guidance regarding fabrication, quality control, storoge, delivery, erection and bracing, consult OST-88 OualRy Standard, DSB-89 Bracing Sp.cltkatlon, and HIB-91 Handling Installinq and Bracing R.conlrrl.ndationaVaBn N93 able homTivateInstitute, SD'Onofflo Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions ore in inches. Apply plates to both sides of truss and securely seat. A„ "fill o 0 For 4 x 2 orientation, locate L) plates 1/8" from outside edge of o truss and vertical web. 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 TOTHE 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 4000 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® 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. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ^ FORM016,019 NMRO,A/R Job russ truss type ty y AKERS CROSSING PAVILION 13793737 31757 A7A ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SR11 s Aug 20 2001 MiTek Industries, Inc. Mon Sep 09 1 2662_ age 1-4-0 3-9-4 7.0-0 1 10.9.5 1 14.6-11 1 18-4-0 1 21-6.12 25-4-0 26.8.0 1.4.0 3.9.4 3-2-12 3.9-5 3-9-5 3-9-5 3-2-12 3-9-4 1.4.0 Scale: t /4" = 1 5x6 - 3x4 - 2x4 II 5x6 - 4 5 6 7 6.00 rf2 3x4 3x4 3 8 b 2 9 of 1l0 4x8 = 16 15 t4 t3 12 tt 4x8 = 2x4 // 8x8 - 3x4 - 7x8 - 8x8 = 2x4 \\ 3 1 5.10.12 1 10.9.5 14.6.11 19.5.4 22-1-6 25.4.0 3-2-10 2.8.2 4.10.9 3-9.5 4.10.9 2-8-2 3-2-10 Plate Offsets -4- -1-1 4:-3-0.0-2-61[7:0-3-0,0-2-9j, 1 : -4- -1-1 1 - -1 1 -4.60-4-8 , 11 •4- -5-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.23 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.28 14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.09 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min Udell = 360 Weight: 157 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-15 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-4-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 2872/0-8-0, 9 = 1749/0-8-0 Max Horz 2=-124(load case 5) Max Uplift 2=-1761(load case 4), 9=-897(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=25, 2-3=-5480, 3-4=-5277, 4-5=-3898, 5-6=-3397, 6.7=-3397, 7-8=-2874, 8-9=-3103, 9-10=25 BOT CHORD 2-16=4830, 15-16=4811, 14-15=4012, 13-14=3898, 12-13=2503, 11-12=2715, 9-11 =2735 WEBS 3.16=59, 3-15=-128, 4-15=2315, 4-14=-154, 5-14=191, 5-13=-682, 6-13=-272, 7-13=1213, 7.12=214, 8.12=-195, 8-11 =59 NOTES (7-8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 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 1761 Ib uplift at joint 2 and 897 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(s) or connectionls) required to support concentrated load(s) 2045.61b down and 1323.41b up at 5-11-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) Truss Engineer: Junaidie Budiman, PEJ145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 8) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOADCASEISI Standard `F [7p`, 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 ( Uniform Loads (plf) Vert: 1-4=-74.0, 4.7=-74.0, 7-10=-74.0, 2-9=-20.0 P1liFI',9 •..• Concentrated Loads (lb) Vert: 15=-2045.6 . t :• No. 4.5161 Y tMATEOF S aNAL September 9,2002 AWARNTNO - VerVy design parameters and READ NOTES ON TMS AND REVERSE BIDE BEFORE USE. 0 Design valid for use only with MlTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be installed and boded vertically. Appilcob®ty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for Watiol support of individual web members only. Additional temporary bracing to Insure stobBlty during construction Is the responsbiity of the erector. Additional permanent brbctrp of the overall structure Is the responslbBtty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installlnq and Bracing Recommendation avaBR ablefromTrussate Institute, 583 D'Onofrb Drive, Madison. WI53719. 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. A„ o Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 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 cc joint and embed fully. Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at 14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N Nie WWI PANEL TM CLIP FORM018,019 HMR0,411R® 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 ty y AKERS CROSSING PAVILION 13793738 31757 A9 ROOF TRUSS 2 1 optional) A A -OD, FL, MiTek Industries, Inc. 4. s Aug (2T01 MiTekIndustries, Inc. Mon Sep 09 1 age 1 1-4.0 4-9.4 9.0.0 16-4.0 i 20.6.12 I 25-4.0 1 2iIi 1-4-0 4.9.4 4-2-12 7.4.0 4.2.12 4.9.4 1-4-0 Scale: 1 /4" -1 4x6 = 4x8 = 4 5 6.00 FIT 2x4 3 M 2 7 M of 8 140 3x4 - 11 10 9 3x4 = 3x8 - 3x4 - 3x4 - 9-00 16.4.0 25-4.0 9-0-0 7.4.0 9.0.0 Plate Offsets -4, -01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.99 Vert(LL) 0.08 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.50 Vert(TL) -0.19 7-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 122 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-5-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-11 REACTIONS (lb/size) 2 = 1 287/0-8-0, 7 = 1287/0-8-0 Max Harz 2=-146(load case 5) Max Uplift 2=-716(load case 4), 7=-628(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=23, 2-3=-1899, 3-4=-1596, 4.5=-1435, 5-6=-1596, 6-7=-1899, 7-8=23 BOT CHORD 2-11 = 1665, 10-11 = 1435, 9-10= 1435, 7-9 = 1665 WEBS 3.11 =-269, 4-11 =282, 5-11 =-0, 5-9=282, 6-9=-269 NOTES (6-7) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 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 716 lb uplift at joint 2 and 628 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard jj90EB No.45161 O '• STATE OF S'• O R toa* September 9,2002 A WARNING - verjf)y design parameters and READ NOTES ON THUS AND REVERSE SIDE BErroRE USE. Sell Design valid tot use only with Mlfek connectors. This design b based only upon parameters shown, and is for an individual bullding component to be Installed and loaded vertically. AppicabBlly 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 tespondbitlty of the erects. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quottty control storage, delivery, erection and bracing, consult QST•68 Quality Standard. OSI.89 Bracing Specification, and HIB•91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 593 D'Onohb Drive, Madison, WI 53719. 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, a T 0 QLtq4For4x2orientation, locate 0 plates I/e" from outside edge of CLtrussandverticalweb. I— 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 40,10 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® 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. 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, 'rf 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. r FORM016,019 MYDRO,AIRO Job russ I russ I ype ty y ACROSSINGA I 13793739 31757 B ROOF TRUSS 3 1 optional) A A -LONGWOOD, FL,'MiTekIndustries, Inc. 4.201 SRI s Aug 1 Mr ek Industries, Inc. Mon Sep 09 1 age 1 5.1.4 9-8-0 14.2.12 19.4-0 20-8.0 5.14 4.6.12 4-6-12 5-1.4 1-4.0 Scale 1:38.4 4x6 = 3 6.00 FTT 2x4 2x4 4 2 4 1 5 6 Rool 3x4 = 7 3x4 = 5x8 = 9.8-0 19.4.0 9.8-0 9.8-0 Plate Offsets ):-4-0-3-01 psf) SPACING 2-0-0 CST DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.05 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.52 Vert(TL) -0.20 1-7 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 5 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/dell = 360 Weight: 85 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-4-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-8-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1 = 890/Mechanical, 5 = 1018/0-8-0 Max Horz 1=-169(load case 5) Max Uplift =-425(load case 4), 5=-540(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1341, 2-3 =-967, 3-4 =-967, 4-5=-1310, 5-6 = 23 BOT CHORD 1-7 = 1193, 5-7 = 1150 WEBS 2-7=-372, 3-7=515, 4-7=-323 NOTES (6-7) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 425 lb uplift at joint 1 and 540 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard G el . r Arr1o. 4 5181 STATE September 9,2002 AWARNING - VerVy design panasneters and READ NOTES ON THIS Alm RE VERSE SIDE BEFORE USE. Design valid fof 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 loteral support of Individual web members only. Additional temporary bracing to Insure stabillty during construction Is the responsibility of the erector. Additional permanent brbctnq of the overall structure Is the responsibllty of the building designer. For general guidance regarding fabrlcatbn, quality control, storage, delivery, erection and bioctng, consu8 OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS•91 Handling Installing and Bracing Recommendation ava6b from Truss Plate Institute, 583 D'Onohlo Drlve, Madison, WI $371 V. M iTek® 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„ ,A„ 0 0 For 4 x 2 orientation, locate plates I/8" from outside edge of otrussandverticalweb. 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 AT THE LOWEST JOINT 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 40,00 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® A&General 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 i 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. M1 FORM016.019 HMRO,AFR0 Job russ truss type ty y AKERS CRO ING PAVILION 13793740 31757 B7 ROOF TRUSS 1 1 to tionall ALONGWOOD, FE, MiTek Industries, Inc. 2F20-1—SR1 s Aug 20 2001 MiTek Industries, Inc. Mon Sep 1 age 1 1-4.0 3.9.4 7-0-0 12.4.0 15-6-12 19-4.0 20-8.0I 1-4.0 3.9-4 3-2.12 5-4-0 3-2-12 3-9-4 1.4-0 Scale = 1:37.5 6x6 = 5x8 = 4 5 6.00 riT 2x4 •,` 2x4 3 6 o_ 2 7 n B o1L 3x6 = 10 9 3x6 - 3x8 = 5x6 = 7-0-0 12-4.0 19-4-0 7.0.0 5.4-0 7.0-0 Plate Offsets 4:0 , -1• ,0=2-1 LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) 0.13 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.77 Vert(TL) -0.18 9-10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.07 7 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min Udell = 360 Weight: 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-6-15 oc purlins. 4-5 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-7-1 5 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1877/0-8-0, 7 = 1877/0.8.0 Max Horz 2=-120(load case 5) Max Uplift 2=-1245(load case 4), 7=-1181 (load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 23, 2-3=-3181, 3-4=-3037, 4-5=-2760, 5-6=-3037, 6-7=-3181, 7.8 = 23 BOT CHORD 2-10=2772, 9-10=2760, 7-9=2772 WEBS 3-10=•52, 4.10=801, 5-10=-0, 5-9=801, 6-9=-52 NOTES (8-9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1245 lb uplift at joint 2 and 1181 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Girder carries hip end with 7.0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 657.1lb up at 12-4-0, and 603.21b down and 657.1lb up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss Engineer: Junaidie Budiman, PEJ/45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 9) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED C BL I i FfCU•'` LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (pit) . • Vert: 1-4=-74.0, 4-5=-154.2, 5-8=-74.0, 2-10=-20.0, 9-10=-41.7, 7-9=-20.0 V Concentrated Loads (lb) `' f 0 4J1 Vert: 9 = -603.2 10 = -603.2 = triATEOF VAL September 9,2002 AwnwviNO - verVy design parameters and R&W NOTES ON THIS AND JWVERSE SmE BXFO1RE USE. sionsfos® Design valid for use only with Miles connectors. This design is based only upon parameters shown, and Is lot an individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component b tesponsiblBty of building designer • not puss designer. Bracing shown Is to lateral support of Individual web members only. Additional temporary btacing to Insure stoblIlly duiing constiuctbn If the iesponslblilty of the etector. Additional permanent bracing of the ovetaB structure Is the responsibility of the building designet. For general guidance regarding fabrication, quality control, stotage, delivery, erection and WacIng, consult OST•88 Quality Standard, DSO.89 Bracing Specification, and HIB-91 Handling Installing and Bracing Becommerdatlonavaliable Isom Truss Plate institute, 693 D'Onofrb Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plate's to both sides of truss and securely seat. 4„ T 0 0 For 4 x 2 orientation; locate plates I/e" from outside edge of 0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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 40 11 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 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 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. F FORM019.019 M/ORO-AIRO Job russ Iruss Type ty y AKERS CROSSING PAVILION 13793741 31757 B9 ROOF TRUSS 1 1 0 tio A A - WO6DFL, Mi ek Industries,Inc. 1 1 s Aug 1 I e Industries, Inc. Mon Sep 09 1 : 9—n- age 1 4.9.4 9-0.0 1 10.4.0 14.6.12 19.4.0 20.8.0 4-94 4.2.12 1.4.0 4.2.12 4.9.4 1.4.0 Scale = 1:37. 4x6 = 4x6 = 3 4 6.00 r T2- 2xa 4- 2x4 2 5 I 1 6 1o 3xa = 9 8 3x4 - 3x4 = 5x6 - 9.0.0 10.4-0 19.4.0 9.0.0 1-4-0 9.0.0 Plate Offsets ,Y):18:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.28 Vert(LL) 0.08 1-9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) -0.19 1-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min Well = 360 Weight: 90 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-1-11 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7.11-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1 = 871 /0-8-0, 6 = 101 1 /0-8-0 Max Horz 1 =-161 (load case 5) Max Uplift =-425(load case 4), 6=-535(Ioad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1454, 2-3=-1111, 3-4=-930, 4-5=-1108, 5-6=-1447, 6-7=46 BOT CHORD 1-9 = 1240, 8-9 = 930, 6-8 = 1212 WEBS 2-9 =-359, 3-9 = 283, 4-8 = 244, 5-8 =-326 NOTES (6-7) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSl95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 425 lb uplift at joint 1 and 535 lb uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard ptE 8t 4 No. 4 5161 r4STATEOFj.° O• TAL September 9,2002 A WARNING - VerM deetyrs parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with Mffek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and loaded vertically. ApplicoblBty of design parametets and ptopet incotpotatlon of component is tesponslblttly of bulkfing designer - not truss designer. Bracing shown is lot latetal support of Individual web membets only. Additional temporary btacing to Insure stability duting constiuctlon is the tesponslblllty of the erectot. Additional petmonent btbcing of the oveta8 shuctute is the tesponsibBBy of the building designer. For genetol guidance regotding labtloatlon, quality control, storage, delivery, erection and btacing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installlna and Bracing Recommendation ova6from Truss froTrussPlateInstitute, 583 D'Onofdo DtNe, 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. 7- o a: OL7"'*For 4 x 2 orientation, locate plates 1/8" from outside edge of 0. 0 truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MtTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 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 i at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(* 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® PANEL TM CLIP FORM018.019 HMRO,AZR0 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. ob russ I russ I ype ty y AKERS—CROSSING PAVILION 13793742 31757 J ROOF TRUSS 11 1 optional) A A-LONGWOOD, FL, MiTekIndustries, Inc. 4. 1 1 s Aug 20 2 1 Inc. Mon Sep 09 1 :1 age 140 700 1-4-0 7.0-0 3 ' Scale 1:23.4 6.00 FIT 2 1 4 2x4 = 7.0.0 7-0.0 LOADING (psf) SPACING 2-0.0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Verl(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Verl(TL) 0.32 1.2 >65 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 ILL Min I/deft = 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.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 228/Mechanical, 2 = 455/0-8-0, 4 = 66/Mechanical Max Horz 2 = 269(load case 5) Max Uplift 3 = -269(load case 5), 2=-184(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=46, 2-3=84 BOT CHORD 2-4=0 NOTES (5-6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 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 269 lb uplift at joint 3 and 184 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Ir t . No. 4 5161 0': STATE OF pso i .,° OAL September 9,2002 A WARNING - VerW deeign param rtem and READ NOTES ON TMS AND RE VERSE SIDE BZFORE USE. Design volld tot use only with Mites connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and loaded vertically. AppBcabMV of design parameters and proper Incotporatlon of component is tesponsibltlty of building deslgnet - not truss deslgnet. Bracing shown is for Wolof support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponsibillly of the erector. Additional permanent bracing of the overall structure is the responslblilfy of the building designer. For general guidance tegotding tobtloatlon, quollty control, storage, delvety, election and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIB•91 Handling Installing and Bracing RecommendallonavaBable horn Truss Plate institute, 583 D'Onotrlo Drive. Madison, WI53719. M iTek® 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. o 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. F 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 TOTH E 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. MiTeke 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 cc joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or 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. FORM01 B4O19 NMRO,A/R Job russ I russ Type ty y AKERS CROSSING PAVILION 13793743 31757 JG ROOF TRUSS 1 1 optional) A A-LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR11 s Aug 20 2001 MiTek Industries, Inc. Mon Sep 09 1 :51 2002 Page 1 3. 4.8 i 5- 10.8 I 7. 0-0 3. 4.8 2.6.0 5x6 = 8 Scale 1:22. 2x4 II 3 4 6. 00 jT2' 2x4 \\ 2 1 7 6 8 9 10 5 3x4 = 6x6 - 4x6 = 3. 9-8 I 7- 0.0 3- 9-8 3-2-8 Plate Offsets -2-01,[6:0--0;0-4- LOADING ( psf) SPACING 2.0.0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.29 Vert(LL) 0.04 1-6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.75 Vert(TL) -0.05 1-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 431b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-3 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-8-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 1 = 1290/0-8-0, 5 = 2066/Mechanical Max Harz 1 = 210(load case 4) Max Uplift =-665(load case 4), 5=-1313(1oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=-1976, 2-3=-1909, 3-4=0, 4.5=-36 BOT CHORD 1. 7=1703, 6-7=1703, 6-8=404, 8-9=404, 9-10=404, 5-10=404 WEBS 2-6=- 138, 3.6=2162, 3-5=-1263 NOTES (7-8) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 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) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 665 lb uplift at joint 1 and 1313 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) 154.1lb down and 214.91b up at 5-10-8 on top chord, and 870.11b down and 434.8lb up at 2-4-12, 732.1Ib down and 434.8Ib up at 4-4-12, and 254.51b down and 118.41b up at 5-10-8, and 732.1lb down and 434.81b up at 6-4-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 8) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 0s1 B3 irJf 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 PI IIF / 4j•. '/i Uniform Loads (plf) '•: (. Vert: 1-3=-74. 0, 3-4=-74.0, 1-5=-20.0 Concentrated Loads IN Vert: 3=-154.1 7=-870.1 8=-732.1 9=-254.510=-732.1 * rio,4J161 t TATE of SQnia:••". September9,2002 AWARNINO - VerW design parameters and READ NOTES ON TRW AND JWYERSE SIDE BZ"RE USE. Design valid for use only with Mfiek 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 for lateral support of Individual web members only. Additional temporary bracing to Insure stablity during construction b the responsibility of the erector. Addltlonol permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quaUty control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSO.89 Bracing Specification, and NIB-91 Handling Installlna anR d Bracing Recommendation available fromTrussateInstitute, 593 D'OnoM1lo Drive, Madison, WI53719. M iTek0 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. T o a: For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. 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 AT THE LOWESTJOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 114 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 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® PANTM EL CLIP FORM018. 019 O -wyL ® OfMRO,A11R 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. , ob russ Iruss lype ty y AKERS CROSSING PAVILION 13793744 31757 K ROOF TRUSS 10 1 to tionall M1 e Industries,Inc. 4. s Aug 1 1 ek I,ustries, nc. on Sep 113-5 1 age 1-4.0 5-0.0 1.4.0 5-0.0 3 Scale 1:18.1 6.00 jT2- 30 t 4 x4 - 5-0.0 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 0.08 Vert(TL) 0.10 1-2 >204 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 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 (Ib/size) 3 = 146/Mechanical, 2=369/0-8-0, 4 = 46/Mechanical Max Horz 2 = 197(Ioad case 5) Max Uplift3=-187(load case 5), 2=-176(load case 4) FORCES Ilb) - First Load Case Only TOP CHORD 1-2=46, 2-3=54 BOT CHORD 2.4=0 NOTES (5-6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 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 187 lb uplift at joint 3 and 176 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE1145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard iv- 13 tt Pro. 4.5161 , t O STATE OF ass/ •rORI ,,.re00 oNAL September 9,2002 AWAWNO - V*Wy design parameters and READ NOTES ONTB7S AND REVERW 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 verticolty. ApplIcabBBy of design parameters and proper Incorporation of component is responslbiity of building designet - not truss designer. Bracing shown is far lotetat support of individual web members only. Additional temporary Wading to Insure stability during construction is the responsibility of the eieclot. Additional permanent brbcing of the ovetall structure is the tesponslblilty of the building designet. For general guidance regarding tabrkatlon, qugBty control. storage, de"ry, election and Woctng, consult OST-68 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation avaBm abietroTrussPlate Institute, 583 D'Onohlo Drlve, Madison, WI5371 V. M iTek® 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. T o Q For 4 x 2 orientation, locate 0 0 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 400 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. Uip Mi! MiTek® FORM018.019 A&L-.® MYDRO,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(* 6"from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber 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, ff no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and Installation of trusses. 1993 Mitek Holdings, Inc. , r- Job russ I russ I ype ty y AKERS CROSSING PAVILION 13793745 31757 L ROOF TRUSS 10 1 optional) A N-LONGWOOD, FL, MiTekIndustries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Mon Sep 09 1 :1 age 1 1-4-0 3-0-0 1.4.0 3.0-0 3 Scale 1:12.6 6.00 FiT 2 4 1 2x4 = 3.0-0 3-0.0 LOADING (psf) SPACING 2-0-0 CST DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.18 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.04 1-2 > 527 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 = 54/Mechanical, 2 = 293/0-8-0, 4 = 26/Mechanical Max Horz 2 = 1 25(load case 5) Max Uplift 3 = - 1 03(load case 5), 2=•179(load case 4) FORCES Ilb) - First Load Case Only TOP CHORD 1-2=46, 2-3=-70 BOT CHORD 2-4=0 NOTES (5-6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 IT above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 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 103 lb uplift at joint 3 and 179 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard i B`+rtr% No. 4 5161 s 0'; STATE OF fiss`o roe OVAL September 9,2002 A WARNING - VerM design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an individual building component to be Installed and looded vertically. ApplIcabARy of design parameters and proper Incorporation of component is responslblBty 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 btacing 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-BB Qualify Standard, OSS-89 Bracing Specification, and HIB-91 Handlina Installlnq and Bracing Recommendation ovallable from Truss Plate Institute, 593 D'Onotrb Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 1 3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. 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 AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 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® 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 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. IIIIIIIII 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 GANG-NAJL ® MMRO.AIR o russ truss lype ty y AKERS CROSSING PAVILION 13793746 31757 M ROOF TRUSS 10 1 optional) A A-LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Ind -tries, Inc. Mon Sep 09 1 4 age 1 1-4.0 1.0.0 1.4.0 1.0.0 3 Scale 1:7.5 6.00 jT2- 2 4 1 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 0.14 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Veft(TL) 0.02 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) 1 st LC LL Min I/defl = 360 Weight: 6 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 = -52/Mechanical, 2 = 238/0-8-0, 4 = 9/Mechanical Max Horz 2 = 77(load case 4) Max Uplift3 = -52(load case 1), 2=-203(load case 4) Max Grav 3 = 73(load case 4), 2 = 238(load case 1), 4 = 9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=45, 2-3=-60 BOT CHORD 2-4=0 NOTES (5-6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 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 52 lb uplift at joint 3 and 203 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard XD E B Q/r_ No. 4 5161 O =. MATE OF izt ORI'o ANAL 1G_ September 9,2002 A WARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SmE BEFORE USE. Design valid rot use onty with Mifek connectors. This design Is based only upon parameters shown, and Is for on individual building component to be Installed and loaded vertically. AppBcobMy of design parameters and proper Incorporation of component Is tesponslIAMy of building designer - not truss designer. Bracing shown Is fa lateral support of Individual web members only. Additional temporary brachg to Insure stabBlty during construction Is the iesponslbillty of the erector. Additional permanent brbcing of the overall structure Is the iesponslblilty of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult OST-88 Ouallty Standard, OSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 593 D'Onotrio Drive, Madison, WI53719. M iTek® 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. A„ 0 a: a"'*For 0 4 x 2 orientation, locate L) plates 1/8" from outside edge of o truss and vertical web. 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 00", 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® uw AGeneral Safety Notes T, 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. as 4. Unless otherwise noted, locate chord splices o at'/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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. Boftom 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 i'irivRO AIR ® o russ Iruss lype ty y BAKERS ROSING PAVILII 13793747 31757 S ROOF TRUSS 4 1 optional) A A-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 R1 s Aug 20 2001 MiTek Industries, Inc. Mon Sep 09 1 :4 age 1 1-10-10 5-2-5 } 9-10-13 1 1-10-10 5-2-5 4.8.7 4 Scale 1:23. 4.24 Ffr 3x4 3 2 13 1 7 6 5 3x4 = 2x4 II 3x4 - 5-2-5 9.10.13 5-2-5 4.9.7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) 0.09 1-2 >298 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4 = 314/Mechanical, 2 = 557/0-1 1-5, 5 =417/Mechanical Max Horz 2=342(load case 2) Max Uplift4 = -326(load case 5), 2=-273(load case 2), 5=•173(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=40, 2.8=40, 2.3=-908, 3-4=77 BOT CHORD 2-7=826, 6-7=826, 5-6=0 WEBS 3-7=154, 3-6=-900 NOTES (5-6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 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 326 lb uplift at joint 4, 273 lb uplift at joint 2 and 173 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (pit) Vert: 1.8 =-74.0 Trapezoidal Loads (plf) iE B V Vert: 8=-0.0-to-4=-183.1, 2=-1.7-to-5=-49.5 No. 4.5161 ,k STATE OF s ORtoa'/ OVAL September 9,2002 A WAWNO - Ver{ fy desfyn pasasnetorsl and READ NOTES ON TIUS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MRek connectors. This design is based only upon parameters shown, and is tot on Individual building component to be Installed and loaded vellloalty. AppUcabillty of design parameters and propel Incorpotatlon of component is responsibility of building designer - not truss deslgnet. Bracing shown is tot latetal support of Individual web members only. Additional temporaty bracing to Insure stability during consttuctlon is the tesponsiblllty of the etectot. Additional permanent brbcing of the ovetaB structure is the responsbiity of the building designer. For general guidance tegatding fabrication, quality control, storage, de0very, etection and bracing, consult QST-Ell Quality Standard, DSB-E9 Bracing Specification, and NIB-91 Handling Installlna and Bracing Recommendation available Itom Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI 53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ ,A.. T . For 4 x 2 orientation, locate 0 L) plates I/e" from outside edge of otrussandverticalweb. 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 JB 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 oeol' 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 FORM016,019 A&a.@ fMRO,A/R AGeneral Safety Notes r 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 r/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. oI russ truss Type ty y AKERS CROSSING PA ILION r 13793748 1757 S1 ROOF TRUSS 1 1 optional) ACDOD, FL, MiTekIndustries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Mon Sep 09 1 age 1.10.10 4-4-13 8-3-11 1.10-10 4.4-13 3-10-15 4 Scale 1:20.2 4.24 FTY 3x4 a 3 2 LJ 1 7 6 5 2x4 II 3x4 - 2x4 - 4.4-13 8-3-1 1 4-4.13 3-10- 15 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LU 0.02 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.26 Vert(TL) 0.13 1-2 >204 BCLL 0.0 Rep Stress Incr NO WB 0.17 Hofz(TU 0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC ILL Min I/defl = 360 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ub/size) 4 = 228/Mechanical, 2=446/0-1 1-5. 5 = 275/Mechanical Max Horz 2 = 247(load case 2) Max Uplift 4 = -229(load case 5), 2=-235(load case 2), 5=-108(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=40, 2-8=40, 2-3=-600, 3-4=57 BOT CHORD 2-7 = 529, 6-7 = 529, 5.6 = 0 WEBS 3.7=128, 3-6=-581 NOTES (5-6) 11 This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. It 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 girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 4, 235 lb uplift at joint 2 and 108 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular: Lumber Increase= 1.33, Plate Increase= 1.33 Uniform Loads (plf) Vert: 1-8 = -74.0 Trapezoidal Loads (pit) F- B+ V Vert: 8=•0.0-to-4=-153.7, 2=-1.7-to-5=-41.5 t : No. 4 5161 i hSTATE OF September 9,2002 A WARNTNO - Ver{ jy design parameters and READ NOTES ON TBW AND REVERSE SIDE BEFORE USE. Design valid for use only with Mifek 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 tesponslbillly of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Add"lonal 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, election and bracing, consult OST-66 OualMy Standard, DSB-69 Bracing Spoclficatlon, and NIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohio Drive. Madison, WI53719. M iTek® F Symbols PLATE LOCATION AND ORIENTATION 1'/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 Q 0 For 4 x 2 orientation, locate X plates 1 /8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MIRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 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 aa: joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o 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. BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N WWI PANEL TM CLIP FORM018.019 HMRO,AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. QU.ALITY FIRST MID—. FLORIDA POOLS. 714 Franklin Lane, Orlando, Florida 32801 Limited Power of Attorney Building Department, 0 "q;f- I gCarlE. Ha erstrom, do hereby authorize '/':9 Lr/ To sign his/her name on my behalf in order to apply for and obtain a building permit for the following job: Lot Number Subdivision Z Address Please contact this office with any questions regarding this. STATE OF FLORIDA AC# 0 5 18 12 7 ADD EpARTMENT OF BUSINESS AND PROFESSIONAL. REGULATION CPCO23578 08/07/02 200028685 CERTIFIED POOL/SPA CONTRACTOR HAGERSTROM, CARL EDWARD: MID-FLORIDA POOLS';;&; REPAIR CO Sincerely, Carl E. Hagerstrom CPC 023578 Notary: P1U;;fy t'Uir;1C,'V1111P 0f I-Illlfu" (Print. Type. or Stam Commissioned Narn, w Notary Public) j;'/ (piflfi':. .(}. 5")f• 1, ao'i Personally Known uR Proaucea loentificatlon JV SEP-19-2002 02:27 AM 39 hma Two ' *AMU C/V y. P. 01 FoyK OF SAMRD PBRMff APPLICATION rll m c3/1 RIO vb ;4ovt-v_- Jyk p Aaav -1 mu*smiw _]Pbmib6t, !_mm'ww'%wwftr AdiM" bftnwmdm Mw 0"&M & MwMMM ftnnft El lad __AA&*W#Mm9ft _10MV 91' MWWM _Twommy ftW _Nm A10 &=I= (0 If #AM l4tiads et sw Aaft NOW colm mm cheat no A646111111" Ncem of W*w a saw" Midap Lbtc:k_ Numom of an L&ML— r OWV*Uww TOOK --?Ad&Zdd Type of cmwhucftm ew MW 74*r._ Number of Vwdft gaft 75" W. q 7n 11 _156, --% 6 r-00 MO n (Attach Pmrorowm0p& Lmsd Vn=Wm) e_ I\t- -Mannhw-i At e, nelardo, s= U== N=41w. Q==PcMM.'c:Zrnr-%fn Ore- (L- Phan A Pm Numbs: )-)-M4645 y -TF407 o/8 muo ctratbadmownd)- Pax Addm k AVO L `59 Pb=Nm. CO6 N) 71*Zl-i OZ A=Wmbtmpm - - ST 4 ICA 71 =FL. E Q20 MOM ( Q\ 5 0 1 P1--,Rj 161,G" Tr .}r")) ftxNo.: V Appllatlm b hereby arodb to obtain a to tht#+wrk and tesdlbdwu as indieoraQ [outlfy that ao want or s:oCtlltalas btu pjwjcQcWmmarspmdWMeat dwo&wiUbs peolkrmed to meet madarib of all Im mw&ft ammucdon Le " I wimaw om - — pwwA mo bo nwid 1w ELECTRICAL WORK MIUMMM SIGM WMAX rplow"m =M= led AM COMMONM, we. 9 AMWAVIT. I ccr* dM fe ceft lbrapioj uftuwUm is somm md that ail work will be ftm is 0wMh WARNING TO OWNER: YOUR FAILURE TO RWM A KfQM OF 00MMMMMff MAY RESULT IN YQM PAYING TWICE F10KMM0VEb4WM TO YOUR MOMW. VVM WrM YOUR LEMER OR AN A77ORNEY BERM MCMMMMM 1071c8 or O- - - — b sdditlas wee. . l ctd6pmwAdmm=wbvsdMvtkwW.wappkabk a06 powrydoMWbehindiBdopUk mmob Ab Sid OAM oar bg addldoaai mmmu -q-rud ft— Ww w— m"m sob as water W gym. do oww offt p of of I.iw Low. FS 713. 11). V,-. c- . 'I ( A Fq E 1. ILI - Yam.' 7 7777 7'__JO VN M. JOHN— SON - 4 CC?" bos H7 C'(,VM;S' TON CC 921808 flarch 23. 'CC4 March 23,2004 d"IN, Ell— OmXmlary Services Kwpni w Wb or m/Apg b pt; Ihodaoed ID PAR fw= m 31 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: PERMIT #: o J J BUSINESS NAMEPROJECT: l ADDRESS: C d - PHONE NO.:(D " -yla lii FAX NO: o-7) a - y6ti CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEWF. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PE MIT [ ] TENT PERMIT ] TANK PERMIT [ ] OTHER [,g tJ C.o TOTAL FEES: $ ( i) o ( PER UNIT SEE BELOW) COMMENTS: ,-- U.' —4-- # o 'j- Address / BldQ. # / Unit # Square Footage 1. 2. 3. 4. 5. 6. 7. 8. 0. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all ppl77, s and ordin es of the City of Sa o Sanford Fire Prevent Division Appl ant's Signature CITY OF`SANFORD ELECryTRIGAU-PERMIT APPLIC s Permit Number. -31P Date: The undersigned hereby applies for a permit to install the following electri 1: Owners Name: Address of Job: --` y - Electrical Contractor: Residential: Non-Residential:y ' Number Amount Addition, Alteration, Repair (Residential & Non -Residential) New Residential: AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other. /t-//t e w r4- rio- A,:4 Description of Work: Application Fee: $10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. 1- 0- 1. ^ Applic an ' State License Number COUHTY UF SFMINOL[ IMPACT FEE STATEMENT STATEMENT NUMBER: 02100007 BUILDING APPLICATION #: 02-10000785 xDLDING PERMIT NUMBER: 02-10000785 UNIT ADDRESS: 241 CLYDESDALE CIR. TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: PNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: APPLICANT NAME: CAPRI HOMES CORP. ADDRESS: 735 N. THORNTON AVE. ORLANDO LAND USE: CLUB HOUSE FOR SFR TYPE USE: WORK DESCRIPTION: CITY-SANFORD DATE: October 11, 2002 18-20-31-505-0F0O-0000 PARCFL: TRACT: BLOCK: LOT: FL 32803 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS Racquet Clubs ROADS -COLLECTORS Racquet Clubs FIR[ RFSCUE LIBRARY SCHOOi.S PARKS LAW EHFORCE CO -WIDE ORD NORTH^ ' ORD N/A N/A N A H/A H/# 1,240.00 251.00 1.773 100Onsft 1.773 100Dnsft 2,198.52 445.02 0O DRAIHAGE N/A M8UNT,DUE 2,643.54 STATEMENT RECEIVED BY: _SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** 2-FINANCE 4-LAND MANAGEMENT RSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIST STREET, SANFORD FL, 32771; 407-665-7356. 11 PAYMENT SHOULD BE MADE TO:, SEMINOLE COUNTY OR CITY OF SANFORD 8UILDI1,16 DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE .OP LEFT OF THIS STATEMENT.. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356- Licensing Portal - Licensee Details Page 1 of 1 Log On QPublic Services Search for a Licensee Apply for a License View Application Status Apply to Retake Exam Find Exam Information File a Complaint AB&T Delinquent Invoice Activity List Search aUser Services Renew a License Change License Status Maintain Account Change My Address View Messages Change My PIN View Continuing Ed DBPR Home I Online Services Home I Help 1 Site Map Licensee Details Licensee Information Name: Address: License Information License Type: Rank: License Number: Status: Licensure Date: Expires: PRIETO, MARIO (Primary Name) CAPRI BUILDERS (Alternate Name) 735 N THORNTON AVE ORLANDO, Florida 32803 Certified Residential Contractor Cert Residental CRCO20130 Current, Active 07/01/1981 08/31/2004 View Related License Information View License Complaint LTerm Glossary WOnline Help 01:36:14 PI New searchx Terms of Use I I Privacy Statement I https://www.myfloridalicense.comllicensing/w113.jspjsessionid=FELLA DDKGKHGkKj9f- 10/8/2002 CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: (3"3r-(-( Date: ] OZ The undersigned hereby applies for a permit to install the following plumbing: Owners Name: W-e 1 -&-e 9 I a.n4&i) Dn Address of Job: Z 'I l 1 es . Q c \ (d e Plumbing Contractor: Ct IyYYI LUt a, Residential: Non -Residential: Number Amount Addition, Alteration, Repair (Residential & Non -Residential) New Residential: One Water Closet Additional Water Closet Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building ii scription W 12n.G' Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code. C(- c:()5q,5 4 S Slate License Number LIMITED POWER OF ATTORNEY DATE I HEREBY NAME AND APPOINT OF Nt291/ t61n-eS, TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FORME AND APPLY TO ( I G/"1 FOR A ! Uln U PERMIT FOR WORK TO BE PERFORMED AT A LOCATION DESCRIBED AS: SECTION TOWNSHIP RANGE LOT BLOCK SUBDIVISION address of job) W e5-110i e -plon-fa1ic>2 7 N /hor, rn A rem 01ef onalo, owner of property and address) /_ z— AND TO SIGN MY NAME AND DO ALL THINGS NECESSARY TO THIS APPOINTMENT. type or print name of Certified Contractor, License #) Signature of Certified Contractor ACKNOWLEDGED: a Qio rVRielD SWORN TO AND SUBSCRIBED BEFORE ME THIS r DAY OF aM- 64,z A.D 200k NOTARY PUBLIC ,STATE OF FLORIDA Yudit Gil SEAL) „ MYCOMMISSIONB CCOISM6 EXPIRES March 17, 2003 f,•"' 4 BONDED THRU TROY FAIN INSURANCE INC rozk MY COMMISSION EXPIRES: 311q/03 Division of Corporations Pagel of 2 Florida Limited Liability WESTLAKE PLANTATION, LC PRINCIPAL ADDRESS 1399 WEST SR 434 LONGWOOD FL 32750 Changed 10/23/2001 MAILING ADDRESS 1399 WEST SR 434 LONGWOOD FL 32750 Changed 10/23/2001 Document Number FEI Number L99000009352 593653396 State Status FL ACTIVE Last Event Event Date Filed AMENDMENT 08/13/2002 Total Contribution 0.00 r%-UV151.UIUU 1-1VGII1, Name & Address WALKER, BERRY J JR,ESQ WALKER AND ASSOCIATES, ATTORNEYS, PA 235 MAITLAND AVENUE SOUTH, SUITE 216 MAITLAND FL 32751 Date Filed 12/29/1999 Effective Date NONE Event Effective Date NONE Manager/Member Detail Name & Address Title SIKES, FERNANDO 3339 STONEWOOD COURT MGR ORLANDO FL 32806 http://www.sunbiz.org/scripts/cordet.exe?a l=DETFIL&n 1=L99000009352&n2=NAMFW... 10/29/2002 Division of Corporations Page 2 of 2 PRIETO, MARIO 735 NORTH THORNTON AVE. II MGR ORLANDOFL Annual Reports Re ort Year Filed Date Intan ible Tax 2000 1 09/12/2000 2001 10/03/2001 2002 05/13/2002 Previous Filing Return to List Next, Filing View Events No Name History Information Document Images Listed below are the images available for this filing. 08/13/2002 -- Amendment 05/13/2002 -- COR - ANN REWUNIFORM BUS REP 10/03/2001 -- ANN REWUNIFORM BUS REP 09/12/2000 -- ANN REWUNIFORM BUS REP 12/29/1999 -- Florida Limited Liabilites THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT http://www.sunbiz.org/scripts/cordet.exe?a 1=DETFIL&n 1=L99000009352&n2=NAMFA... 10/29/2002 This Ist a Prepared By Name : ._ rrvxu Add r ss 7 Permit # NOTICE OF COMMENCEMENT For Clerk's Use Only Tax Folio # THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address if available 2. General description of improvementNQW CfUbhOUS- 3. Owner information: we,./a kc 1 a. Name and address: - l 0-1 At' oiel4r) o r-L b. Interest in property: c. Name and address of fee simple titleholder (if other than owner) 4.0ontractor name and address: P- " HO n'Le S CM S . Surety: N/A O ar o oi L- a. Name and address: CER(IFIED COPY b. Amount of bond S MARYANNE CLERK OF OIROUIT COM 6. Lender name and address: ICE, COUN UK 7 E] Persons within the State of Florida designated by-"nev, notices or other documents may be serves as provided in 713.13(1) (a)7., Florida Statutes: Name and address: _ In addition to himself, Owner designates of copy of the•Lienor's Notice as provided in Section Florida Statutes. S eb Clo r2 2002 to receive a 713.13.(1)(b), 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is satisfied. P _ 0r1d / / /eka Signature of Owner Own is Printed Name Owner' s Address Date Or Condo FL 3,3903 City State Zip Code The foregoing instrument was acknowledged before me this day of 99 by PMO/D 00k/ETD who is 0200 z personally known to me or who has produced IN III Vol wewto N 101N IAgl1In1 as identification. NARYWM WWv CLERK OF CIRCUIT Cal1RT 901I0E COLIM NotaryMegnature BK 04573 PG f640 CLERK' S 0 2002964937 REC11RM 10/P9/m 10831,11 AN Notary Printed Name RECWINS FEES 6.00 My Commission Expires: f 10""t, YudhGil BY J Ecktaroth r MY COMMISSION # CC818366 EXPIRES March 17, 2003 BONGED Dw TROY FAW INSURANCE WC B: NOTCOM95 ti r ,, t • t i. i, o Z`K5 CITY OF'SANFOk'RD LEC TRICALrPttlM1T-4aPP -IC Permit Number: 0.3 — Date: The undersigned hereby applies for a permit to install.the following electrical: Owner's Name: /;?zy Qm Address of Job: t'/ GL xe Cl /2 Electrical Contractor: /-G, GY/i Residential: Non -Residential: Number Amount Addition, Alteration, Repair Residential & Non -Residential) New Residential: AMP Service New Commercial: S" Q AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other. Description of Work: 44 i 0 ti Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant' ignature State License Number 4 a . DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. O. BOX 1788 SANFORD, FL 32772-1788 Project Name: (3/L/z S C PoSS; yG CCu6 /fouS; Date: 5//5/62 Owner/Contact Person: Phone: Address: CLvd S 4,9L C PCCE Type of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.): REMARKS: NON-RESIDENTIAL Type of Uriits,(commercial, industrial, etc.): Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): water Meter Size (3/4" 1", 2", etc.) a REMARKS.:. CONNECTION FEE CALCULATION: C 0-'^7 l S F, U. NQ, s fwLl 117P<> 46L 7 a Z :? 07;9 L13 S o Name - Signature Date. REVISED 1) Water System Impact Fees Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD) Residential - 650/Unit Single:'family structure,'or multi -family unit 487.50/Unit containing three (3) bedrooms or more. Multi -'family unit or Mobile Home unit containinglessthanthree (3) bedrooms. (This category is based on judgement/assumption, estimation that such family units on average require 751 - 225 GPDofthewaterandsewerserviceofanaverage single family unit.) Commercial - 650/ERU - Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged for connection and up to twenty (2) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be determined byincrementsof251basedonmultiplesoffive (5) fixture units above the twenty (20) fixture unitbaseforthefirstERU. (Example: twenty-five 25) fixture units will :be rated as 1.25 eru; twenty-six (26) fixture units will be rated as 1.5 • ERU.) f. 1 2) Sewer System Impact Fees -; Equivalent Residential Connections 270 Gallons Per Day (GPD) Residential - 1700 Unit - Single family structure, or multi -family unit containing three (3).bedrooms or more. 1275/Unit - Multi -family unit or Mobile Home unit containinglessthanthree (3) bedrooms. '(This category isbasedonjudgement/assumption/estimation that suchfamilyunitsonaveragerequire751ofwaterand sewer service of an average single family unit.) Commercial - Industrial - Institutional 1700/ERU - Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged for connection and up to twenty (20) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be increments of 251 based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the firstERU. (Example: twenty-five (25) fixture units will be rated as 1.25 ERU; twenty-six (26) fixture units will be rated as 1.5 ERU.) TABLE 709.1 DRAINAGF FtYTunF timmc rnn rrrrrtn-...,. FIXTURE TYPE Automatic clothes washers, commercial' Automatic clothes washers, residential Bathroom group consisting of water closet, lavatory, bidet andbathtuborshower Bathtub (with or without overhead shower or whirlpool attachments) Bidet DRAINAGE FIXTURE UNrr VALUE AS LOAD FACTORS 3 6 2 2 MINIMUM SIZE OF TRAP (Inches) 2 1 1 / 42Combinationsinkandtray 1 /2Dentallavatory . Dental unit or cuspidor 1 1 1 / 1 /4Dishwashingmachinecdomestic21 /2/ 2 Drinking fountain Emergency floor drain X U 1 /a 2Floor.drains 2 2Kitchensink, domestic 2 1 /2Kitchensink, domestic w77— ith food waste grinder and/or dishwasher 2 1 /2Laundrytray (I or 2 compartments) 2 1 /2Lavatory Shower compartment, domestic I k 1 _ 2 2 1 /4 2Sink 2 1 /2Urinal Urinal, 1 gallon per flush or less Wash sink (circular or multiple) each set of faucets 4 ` ( 2e 2 Footnote d Footnote d 1 /2Watercloset, flushometer tank, public or private 4 Footnote d Water closet, private installation 44 Footnote dWatercloset, public installation For Si: 1 inrh = 9i d .,.... t ...n.... _ -soe . Footnote d For traps larger than 3 inches, use Table 709.2. b A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value. e See Sections 709.2 through 709.4 for methods of computing unit value of fixtures not listed in Table 709.1 or for rating of devices with intermittent flows. d Trap size shall be consistent with the fixture outlet size. For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fixture unit unless the lower valuesareconfirmedbytesting. DRAINAGE FIXTURE UNTABLE 709.i ITS FOR FIXTURE DRAINS OR TRAPS FIXTURE DRAIN OR TRAP SIZE inches) DRAINAGE FIXTURE UNIT VALUE 11/4 ) 11/2 2 2 3 t 217 1i 3 Sr • •'^> ` 4- For SI: 1 inch = 25.4 mm ems .r k .Standard Plumbing Code®1997 !+ FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires July 31, 2002 Important: Read the instructions on 1 -7. SECTION A - PROPERTY OWNER INFORMATION For•Insurance'Coh4my Use: BUILDING OWNER'S NAME Policy Number. t ILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1 y1/05- 0/ i' 49F.5VP4C49_ C /,eccF CITY STATE ur S.Uut 5.4AJ97oe_0 LoA--IV4 jZ77.3 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) R'IC7 _ .6?4 ZS C,12,SS 7 PX/ ,Z' BUILDING USE (e.g.. Residential, Non-residential, Addition, Accessory, etc. Use Comments section d necessary.) LATITUDE/LONGITUDE (OPTIONAL) LJ NHA1927 DATUM: gam SOURCE: u USGS Quad Map U Other. Company NAIC'Nurnber SECTION B - FLOOD INSURANCE RATE MAP (MKm) INrUKmral ion B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER 62 COUNTY NAME B3. STATE n4 Moc.6' CocJM'i %'? I SEr '*/J0c.F B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL 88. FLOOD B9. BASE FLOOD ELEVATI( NUMBER _ DATE EFFECTfVE/REVISED DATE ZONE(S) (Zone AO, use depth of floor Z C C2o'AS- i /7 S' '/ // aS_ A I Z 7 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile " FIRM "Community Determined );?g Other (Describe): Ga 14 R' F - ,)jgeeO > C9C- 611. Indicate the elevation datum used for the BFE in B9: L,)ANGVD 1929 LJ NAVD 1988 LJ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? LJ Yes 14N( Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: "Construction Drawings' LJBuilding Under Construction' "Finished Constntctie A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number / (Select the building diagram most similar to the building for which this certificate is being completed 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, VI-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different fr the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversi calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum convt Datum X)CJD 07_9 Conversion/Comments ,o..?E Elevation reference mark used C-i`'T i Pl • Does the elevation reference mark used appear on the F M (_I Yes k a) Top of bottom floor (including basement or endosure) Z 9 ft•(m) d O b) Top of next higher floor n!<% rum= _ ft.(m) 10 c) Bottom of lowest horizontal structural member (V zones only) N d^' F _ ft•(m) c o d) Attached garage (top of slab) N— _ ft.(m) W e) Lowest elevation of machinery and/or equipment m m lfi Za9ft.(m) servicing the building E f) Lowest adjacent grade (LAG) Z 8 . ft•(m) z 2 e Z ft (m) g) Highest adjacent grade (HAG) h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 7 Total area of all permanent openings (flood vents) in C3h O 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 I certify that the information in Sections A, B, and C on this ce/hficate represents my best efforts to interpret the data available. Iunderstandthatanyfalsestatementmaybepunishablebytineorimprisonmentunder18U. S. Code, Section 1001. CERTIFIER' S 04(:7/ NAMELICENSE NUMBER j, 4viies 12 -"/s4 N o>J J 2GS TITLE COMPANY NAME STATE ZIP COOc ADDRESS CITY J/ S -r4 Z7" v . S e. - S "i7 1i '3 CTiQn dNTE S .3 E OaaTE 7 77 LEPHONE SIG p3 1/-- 83 7 Federal Emergency Management Agency Washington, D.C. 20472 November 15, 2002 MR. TONY VANDERWORP CASE NO-- 6244-7 3eA MANAGE& CITY OF SAWORD COMMUMTY: CITY OFSANFORA SEMINOLE COUNTY, P.O. BOX 1788 FLORIDA SANFORD. FL 32772.1796 COMMUNTY NO.: 120294 DEAR MR. VANDERwORP: This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, theacesthatwouldbeinundatedbythefloodhavingai -percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood insurance Program (NFIP) trap. Using the information submitted and the effective NFIP map, our detemtinatioll is shown on the attached Letter of Map Revision based on Fill (LOMR F) Determination Document. Ibis determination document provides additional information regarding the effective NFIP map, the legal description of the property and our determination. Additional docmanents are enclosed which provide information regarding the subject property and LOMR-Fs. Please sae the List of Enclosures below to determine which documents are enclosed Other anaehments specific to this request my be included as referenced in the DeterminationlComment document. if you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Meaagelnent Agency, P.O. Box 2210, Merrifield, VA 22116-7210. Additional information about the NFIP is available on our web site at httpJ/www.fema.gov/nfrp/. Sincerely, alv- Matthew B. Miller, P.E., Chief Hazards Study Branch Federal lnswunce and Mitigation Administration UST OF VXIMURn: LAMA-0AS DETFRMiNAMON DOCUMENT (OUT AS SHOWN) LOMR-F DETERMINATION DOCUMENT (REMOVAL) cc: Statelcommonweahb NFiP Coordinator Comirahnity Map Repository W. Jeff L Hartley, P.S.M. Tot 6 I Dote: November 1 % 2002 1 Case No.: Federal Emergency Management Agency Washington, D.C. 20472 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (OUT AS SHOWN) LOMA-OAS COMMUMN AND MAP PALL INFORMATION LEGAL PROPERTY DESCRIPTION rCfTY OF SAKFORD, SEMOK)LE COUNTY, Lots 44 through 59 and 91 through 90. Bakers Croa5h%l Phase 1. as Shown On FLORIDA the Plat thereof, F'de No. 2=831850, recorded in Plat Book 60. Pages 27 through 29. filed to record on February 14, 2002. by Ow Clerk of the Circuitit LINTY NO.: CoWI, Seminole County. FWAa MREM 12`1117COOM AFFECTED NAMI` 59mQ E COUMf Y. FLORIDA AND NAP PANEL L%CORPCRATED AREAS DATE: W 7MM FLOODING SOU1tCE: lM1AWW PONDNG AREA TE LATnUDE A LONUMDE OF PRCPeW: Bales. 4M MO SOURCE OF LAT a LONG: PRECISION MAPPW STREERS 4.e D0kTUM:110D 13 DETERVAiNATION OUTCOME 1% ANNUAL LOWEST LOWEST ww TIs CmNCE ADJACENT LOT LOT SECTIONBLOW SUMNISION STREET OU75W OF FLOOD Tte Sft1A ZONE FLOOD GRADE ELEVATION ELEVATION ELEVATION MQyD 29) NM 29) (NGvD 29) 8pker3 crass" Friesan Way Property X ( 24.5 IM _ 2&8 IM 58 Phase 1 gpdd Flood 1 kM ro Aeea (WHA) -The SFHA a an area 00 wail be irttstd9W by the Good having a 1-parrot( chance of being equaled or axoseded in artyge ent year(besellood) ADDITIONAL CONSIDERATIONS (Please refer to ute atWre>Pftk section an Adathment 1 for the adddo" consideradons listed below. ( DETERMINATION TABLE (CONTINUED) ANNEXATION ZONE A This dnam%eni pmwides the Federal Eww9anry NlartaOVIOM AgerWo eetwyninason eegarinp a m4WW for a' of map Arttertdment for We property tad Me eftadhm maftW Flood Inomance PMOr-un (NFIP) 000. we have determined Brit @te degaibedAbove. llSlrtg We adarmation suWrd and properMiss) bim not located in d e SFFtA. an area inundated by the flood having a 1-percent Chance of bWV equRted or exceeded in any given year SFHAlocatedonfieeflseliveNFIPmap: therefore, the Federal mandatory flood umeflood. The subject txoPeny is Correctly shown ouuide tee beenManusing an incorrect zone. d can be endorsed to oornKA the zone for the current polity In!"ance faqWrernerd does not apply- d the policy has w and ono pdw poij&y lean. Please contact to in urance agent or company invONed to n mwM ertdomettlera Of the Pdlgr. htowOm- fte lender has herbuildingsyeartitsoptiontocon` M the Good waurance (egUMMtent to poet its liini3noiai risk an the loan. A Pteterre:d Risk Pabcv (PRP) is available lbtll" Outside the SFHA. adforatation about Gm PAP and how one Cart apply is enclosed. det: ertrdnation Is based an Ile flood data plwsen/y available. The enCKSO doaxrrents provide additional MIfOlm b0ft fepar&V this' deterwri"Gon. 11 Thisyou have any quesli= aWd this document. Pttax r O BEIAA o M i Assistafm Center Me Federal Enwae y M3ltaWneOt nh eW. VA to tee0. at W7)t36. 2527 (8 att-FEbvA A t P O e addressed to on our web site at tdtpl/www.tema.0. matOtew 8. Miller. P.E.. Chiat Hasards SAidy Branch FedorW tna" Mnm and Miiigauon AdMini5VQU0n Version 1.3.3 MX173012003K4982L0MAK4982SPF2 Page 2 of 6 Qate: Hlolnember 15. 2002 Cafe Nob: 024W700A Lo1dA-OAS Federal Emergency Management Agency Washington, D.C. 20472 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (OUT AS SHOWN) ATTACHMENT 1 (ADDITIONAL CONWERATIONS) DETERMRAAnON TABLE (CONTINUED) OUTCOME 1% ANNUAL LOWEST LOWEST WMAY i6 CHANCE ADJACENT LOT ou"MIX OF FLOOD FLOOD GRADE ELEVATION LOT SL SUBDIVISION STREET ZONE ELEVATION ELEVATION (N4VD 29) THE SFKA p4VO 29) 59 _ BakOrS Crossing Friesen Way Property X (unshaded) 24.5 feet _ 20.4 feet Phase 1seny81 _ BateCrossk%; Friesan Way ProgX (unshaded) 2s.5 feet 29.9 feet Phase 1 82 _ Balsaea s Ctohg FritraenWayPropMY X (unshaded) 2" fret 29.6 feel Phase t 80 _ Balers Cross eegtan way Property X (uA611aded) 24.5 feet _ 31A feet Phase 1 ANNE" TM (This Additional Consideration applies to the proud" S Properties-) Although the subject of this determination is shown on the National Food insurance Program map as being located in a community other than the comet ruty indicated on the Deternnination Document. it has been annexed by the community referenced therein. ZONE A (This Additional Consideration applies to the preceding S Properties.) The NFIP m Bp affecting this property depicts an SFHA that was determined using the best flood hazard data available to FEMA, but tudxKA performing a detailed engineering analysis. The flood elevation used to make this determination is based on approximate methods and has not been formalized through the standard process for establishing tease flood elevations published in the Flood Insurance Study. This flood elevation is subject to change. This aa&duaent prow des ad hWpd inbrtnadw jeg'ardhtp tho regoesL n you ham any questlons about tells allacfwmnt. please corllack the FEMA Map AssW0tpe GMW too free d IS") W6.2627 (877-FEMA MAP) or by [one atiftseed to ere Federal Entergetty A;@ns9ement Agency. P.O. Box 2210. MerrYieW, VA 22116. 2210. A" ions! intonnation about the NFIP is avanable on our web site at hnD:/Miww.farra.gov/rr6pf. Manfuw B. Miner. P.E.. Chief mazartis FadorW I nce and mitigation Adtrdnistration Version 1.3.3 MX173012003K4882LOMAK49825PF2 Ps" 3 of 6 Oafe: November 15,2002 Case No.: 02-047630A LOMR-F Federal Emergency Management Agency Washington, D.C. 20+72 e LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) COMMUNITY Mi)D MAP PAWL INFORMATION LEGAL PROPER71f DESCRIPTION CITY OF S, NRM. UNINOf E CGU;NTY, Lots 44 through 59 and 81 dtrough 90. &*am Crowing Phase t, as shown on COMMUNITY FLORIDA tht Piet Mersot. Fite No. 2002831860. reoosded In Plat Book 60. Pages 27 11upVgb 29. rued for record on February 14, 2002, by the Clark of the Circuit CO MUNITY NIX.120294 Court, Seminole Courby. Ftor(da widem 12117CO04SE AFMTED NUM SEMINO E COUNTY, FLCRIOA AND MAP PANEL INATtED AREAS DATE: M17MM FLOOWNG SOURCE: UNNAMED PDXONG AREA APPRO30MATE LATITUM ft LONGITUDE OF PROPERTY- 21ILT0'L 4" 230 SOURM OF fAT & LONG: PAEC)SION MAPPNB STREETS 4,0 DATUM: NO 03 DETERMINATION OUTCOME 1% ANNUAL LOWEST LOWEST WWITIS CHANCE ADJACENT LOT BLOCK/ REIAMO FLOOD FLOOD GRADE ELEVATIONLOTSECTIONSlJ60MSIONSTREET FIMU THE ZONE ELEVATION ELEVATION MVp 29) SFK% (N=29) (NGVD29) Ba CC+assin9 Clydesdale Ci¢le Propeny X (Inhaled) 24.5 fleet 30.5 feet Spa" Flood Hfaitnd Ana (SFMA) • The SFHA a an arm that would be fty"Uted bytne Road ha%6V a 1-percent chance of bmV equaled or -- exceeded m any ghee year (bass 0ooell AMMONAL OONSWERATIONS (Please refer to the appropriate section an Altacluram 1 for due additional eonsteemdons bled below.) OETEMAINA1taN TABLE (OONTINUED) ZONE A FILL RECOMMENDATION ANNIE"TION This Oooumem provides Ors Federal Emerpeaq M;wa9e wt A9enrys ddermkodoe regardirtp a umuest for a Loser of Map Revisits+ based on Fit for the property described above. Lb" the information sanutted end due e9en ave Nalawt Flood Insurance Program (NFIP) map, we have detaftned that dte pmpaty(ies) W*v not l0caled in the SFHA, an area anrndated by On flood bovbtg a 1-perowt dunce of being equaled or exceeded 1n any 8"n yaw M Road). Tt" damm mt revises to etieetive NFIP M" to remove the suueled property from the SFHA located am the effective NFIP crap: therefore. the Federal mandatory food Insurance repu meat does nd apply. However. Ile www has the option 10 contitue to flood reuazum veq*ement to WOW ft fInanmial dsk on Ore ban. A Preferred Rah Poficy (PRP) is available for burlctnpa located oub de Ore SFHA. Inlorrraborl about ore PRP and how one can apply is enclosed. This deumning6m is based an the flood data presertd! available. The ertGosed documents provide addllonal Information regardin8 this deeemttnatloa. If you have any questions about Wa document. (abase contact ore FEMA Map A,sslstance Cenw tad free at (BT7) 33&2e27 (en-FEMA WP) or by letter addressed loft Federal Emergency. Management Argeney, P.O. Box 2210. Menifield. VA 2211&2210. Additional adbrratioa about dw NFIP is avadable on Dort web Slta at WJAvww.fame.povM)pr. Matthew B. MBgr, P.E., Chief Hazards Study Branch Federal Insurance and MlEig Wn Admausbatton Verslon 1.3.3 MX1730i2003K49f)2LOMAK4982SPF2 Page 4 of! f]ate: Nownt m 14 2= lCase Nm: 02447830A LOMRF Federal Emergency Management Agency Washington. D.C. 20472 0 LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) DETERMINATION TABLE (CONTINUED) OUTCOME 1% ANNUAL WV E67 LOWEST WHAT Is CHANCE ADJACENT LOT LOT SEC` IO sLlaalVl$fON STREET REMOVED FROM TKE- FLOOD ZONE FLOOD ELEVATION GRADE ELEVATION ELEVATION NGVD29) SFMA 04vo 29) NGVD 2$) 45 Bakes* Cro"k* Clydesdale Garde Property X ( ) 24.5 feet 29.9 feet Phase I 46 Safrees Crossing Clydesdale Circle Properly X (unshaded) 24.5 feet 29.0 feet Phase I 47 0akars Crossiry Clydesdale citde Property X (unshaded) 24.5 feel 29.0 feet Phase 48 Baker Crossrthg Clydesdale Cihde Properly X (unshaded) 24.5 feet 28.7 feel Phase 1 49 Babes* Croallft Clydesdale Circle Properly X (unshaded) 24.5 feet 27.2160 Phase t so Bakers Crossing Clydesdale Ckde Pm" x (unshaded) 24.5 feet 28.3 feet Phai" I S1 Baker. Crossing Clydesdale Circle Prowty x (unshaded) 24.5 feel 28.2 real Phase 1 and Friesen Way 52 Bakers Crossing Clydesdale Came Progeny X ( ) 24.5 feet 27.5 feet Phase I end Friesan Way 53 Bekaa CnossN Clydesdale Clrcte Property X (urtshaded) 24.5 feet 27.S feet Phase I and Friesen Way 54 Bakers Crossft Friersan Way Property X (hshshaded) 24.S feel 27.9 feet Phase I 55 Ralsers Crosskv Frieaan Way PMP" X (unshaded) 24.5 test 28.2 feet Phase I 55 Bates CrossM9 Frissan Way Property X (wtshaded) 24.5 feet 28.3 feet Phase t This aMo neru provides additional inforrrhatton resat&* this request. if you have any questiorm about Of altadhnhtnt. please 6onWCt the FEMA Map A554Wnce Cenler WU free 2t (877) 3362t)27 (877-FEMA MAP) or by Tarter addressed to the Federal Eeteroency Managernent AgencY, P.O. Box MO. Me Widd. VA 22116-2210. AsIM01121 Wise matron about the NFIP is available ono urn*_ob site at hapJA%ww.tema.gov/0W. Mad hew S. Miller, P.E.. Chief Flaards Stnly Branch FedvW Mshrrance and btitigation Admirdslrptlon Version 1.3.3 MX173012003K4982L0MAK491k2SPF2 Page $ of 6 0ate: November 15. 2002 ICase No.: 02-04.76M I LOMR* Federal Emergency Management Agency Washington, D.C. 20472 e LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) MERMINATION TABLE (CONTINUED) OUTCOME 1% ANNUAL tAWEST LOWEST WHAT is CHANCE ADJACENT LOT LOT BLOGKI SfcCTt KI SUBDIVISION STREET REMOVED FROM THE FLOOD ZONE FLOOD ELEVATION GRADE ELEVATION ELEVATION gyp 29) SFKlk NGV0 29) NGW 29) 5? Bakers Crossing Frissan Way Property X (unshaded) 24.5 feet 28.4 feet Phase 1 83 baMrs erasing Friesan Way Property X (unshaded) 24.5 feet 29.6 feet Phase 1 84 Batmrs Craning Friesen Way Property X (unshaded) 24.6 feel 20.3 feet Phase 1 a5 Bakers Gassing Friesen Way Property X (atafladed) 24.S feet 29.0 feet Phase 1 86 salon Crossing Clydesdale Circle Property X (unshaded) 24.51" 28.8 feet Phase 1 and Friesen virdy 87 Bakers Crossing Clydesdale Chile Pmperty X (unsersded) 24.5 feet 29.1 feet phase 1 and Belgian Way a8 Bakers Crossing Belgian Way Proparty X (unshaded) 24.5 feet 29.9 feet Phase 1 89 bakers Creasing Bodes Way PC"" X ( ) 24.6 feet 2" feet Phase 1 FILL RECOMMENDATION (This Additional Consideration apptins to the preceding 21 Properties.) The minimum NFIP criteria for removal of the subject area based on fill have been met for this request and the community in wttsch the property is located has eewUfad that the area a%d any subs equertl sttuctu*s) built an the fdled area are reasonelar safe from flooding. FEMA's Tedwkal Bulletin 10.01 provides guidance for the conslnklion of buildings on land etewaled abaure the base flood elevation through the placement of fii. A copy of Technical Bulletin 10-01 can be obtained by calling the FEMA Map Assislanee Center 109 free at ($") 336-2627 (877-FEMA MAP) or from our web site at httpJ1www.fema.9ovlmi(Rb100140. Although the minimum NFIP standards no longer apply to this area, some communities may have ibodplain management regulations that are more restrictive and may continue to enforce some or all of their requirements in areas outside the Special Flood Hazard Area. This Wacttthent p"Wdes adaltiow Informatim regardig this request. if you have any questions about thb ertachnunt. please contact the FEMA Map Assistance Center we free as (8771336.2627 (1177-FEMA MAP) or by (etieer addressed to fhe' Federal Emergency Niat agemwd-Agancy.-PAk'Box 2210. Me"WAM, VA 22116-Z"O. Addltional irdomadw about the NFIP is available on our web site at M'!/www.k nra.9aNnhpl. AQ Matthew B. Miter, P.E.. C ief F = f& Study Branch Federal Insurance and Iwi ftawnAdawrdsvation Version 1.3.3 Mt1730120030982LOMAK49823PF2 Page 6 *Is j 1Date: Novemoer i% za,s 1-- ,. - v.,.,•r.,n.r.. 0 Federal Emergency Management Agency Washington, D.C. 20472 LETTER OF MAP REVISION BASED ON FILL DETERIWINATION DOCUMENT (REMOVAL.) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) TION (This Additional Considerations applies to the preCed-tng 21 Properties.) AithouO the subject of this determination is shown on the National Flood Insurance Program map as being located in a community other than the community indicated on the Determination Document, it has been annexed by the community referenced therein. A (This Additional Consideration applies to the preceding 21 Properties.) The NFIP map affecting this property depk:ts an $FHA that was determined using the best flood hazard data available toFEMA, but without perforr=V a detailed engineering analysis. The flood elevation used to make Oft determination is based on approximate methods and has not been formalized through the standard process for establishing base flood elevations eublished in the Flood insurance Study. This flood elevation is subject to change. Twits arachrrmet0 pmv4sa aOdiKanst i %%MZWM rogar4WV *ft "UeSt If you have 8ntl OuestioaS about Us attachment please contact the FEMA Map same Center soil free at (977) 336 26V (877-FEtMA MAP) or vy Niter addressed to the Federal EmWOMW Mmeme agA ancy, P.O. rice 2210. Waffield. VA 22116.2210L Addiional inforfnatioo about the NFIP is avdabto on our %vab site at htt l/v ww.tenme.gdWtmRpr. Matthew a. Miser. P.E.. Chiet mazards Study Branch Federal In woftce and wagation Ado' W3vafion Version 1.3.3 Mx173012000K49e210MAK4982SPF