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302 Clydesdale Cir - BR03-001929 (BAKERS CROSSING) (SFR) DOCUMENTSPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER puf EJJ PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102Orlando, FL 32822 407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR S MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION t6ft" Irljw mabcciolo PERMIT # ' U DATE PERMIT DESCRIPTION PERMIT VALUATION ! 2(0,4 to SQUARE FOOTAGE 54W 0 so CERTIFICATE OF OCCUPANCY / COMPLETION This is t-o certify that the building located at 302 CLYDESDALE CIR for which permit 03-00001929 has heretofore been issued on 7/22/03 has been completed according to plans and specifications filed in the office of the Buildin Official rior t the issuance of said building permit, to wit as l J S.rt W Lid,x-L,L complies with all the. building, plumbing, electri 1, zoni g and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: FIRE: Finaled io z 4 103 Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs la Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE FEES PAID DATE APPROVAL DATE AMOUNT 8 20 03 7/22/03 8/15/03 7/28/0.3 7/22/03 7/22/03 7/22/03 7/22/03 10.00 10.00 10.00 10.00 10.00 59.27 54.0b 279.61 PAGE: 4 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 302 CLYDESDALE CIR for which permit 03-00001929 has heretofore been issued on 7/22/03 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 RESID 7/22/03 91.93 01-RADON GAS TAX FEE 7/22/03 17.34 01-ROAD IMPACT FEES 7/22/03 847.00 01-RECOVERY FD/CERT. PGM. 7/22/03 17.34 01-SCHOOL IMPACT FEE 7/22/03 1384.00 WD'IMPACT:SINGLE FAMILY 7/22/03 650.00 SD IMPACT:SINGLE FAMILY 7/22/03 1700.00 R OWNER BLTrLDING OFFICIAL DATIE Vn I I I CERTIFCATE OF OCCUPANCP REQUEST FOR FINAL INSPECTI§ a, 1, 11 11 11 E I SINGLE FAMILY RESIDENCE****= ATE: i D b_ PERMIT #: - 12 g 'CA C ADDRESS: v u W W CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. DEngineering OPublic Works Fire Zoning tilities OLicensing If ' ' y CONDITIONS: (TO BE COMPLETED ONLY W APPROVAL IS CONDITIONAL) J... CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: \b - PERMIT #: S? - ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. 10124103 ngineering 10k, D.Swc4u-7 DPublic Works Utilities OFire OZoning _ Micensing CONDITIONS: (TO BE COMPLETED ONLY IN APPROVAL IS CONDITIONAL) kjoT'C3: -"20c I ' il2oN 7' '`f64,2D L uptC5 e , CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: \d - )3, PERMIT #: \ci d ADDRESS: -' CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering OFire I/jyl'3 ublic Works '/hM l ']Zoning D Utilities CLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOI7iNSUWCE PROGRAM ELEVATION CER"FIFICATE Read the instructions on pages I.7. O.M.B. No. 3067-0077 Expires December 31, 200E SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, arxUor Bldg. No.) Oil P.O. ROUTE AND BOX NO. —I Company NAIC Number I302CLYDESDALECIRCLE1 CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 8, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: El GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE: RATE MAP (FIRM) INFORMATION Bt. NFIP COMMUNITY NAME & COMMUNITY NUMBER I BZ COUNTY NAME I W. ti l AAt SEMINOLE COUNTY 120289 B4. MAP AND PANEL B7. FIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIXI B6. FIRM INDEX DATE EFFECTNSPEVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth of flooding) 1202890045 E 4/17)95 4/17195 X 24.6 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Bander Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, VI430, V (with BFE), AR, ARIA, ARIAE, ARIAI-A30, ARIAH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments _ Elevation reference marls used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) g. 7 fL(m) o b) Top of next higher floor 5L 2 fL(m) o c) Bottom of lowest horizontal structural member (V zones only) WA . R(m) o d) Attached garage (top of slab) 47. 2 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 48_.1 fL(m) o f) Lowest adjacent (finished) grade (LAG) 47.3 ft.(m) o g) Highest adjacent (finished) grade (HAG) 47. 7 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft, above adjacent grade 0 o 0 Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION r•tiC This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WUJAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS Is / CITY STATE ZJP CODE 320 E. SOUTH STRI ET,,B-A. 180 n I I , —A I ORLANDO FL 32803 SIGNATUREr4(4 9knIV)\ MiA1V1101M79FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Cony Use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND B?d40. Policy Number 302 CLYDESDALE CIRCLE CITY STATE' '_ ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentioompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A /C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (VWHOUT BFE) For Zone AO and Zone A (without BFE), complete Items Et through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(an) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(on) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(on) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO oily: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommunityls floodplain management ordnance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A a Q and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordnance can co nplete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Rem(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMAmissued or communityassued BFE) or Zone AO. G3. The following infomnation (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPUANCE1000UPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft(m) Datum: _ G9. BFE or (in Zone AO) depth of flooring at the building site is: _. _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 10-20-03. UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. I5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED 41E F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ON TIME NORTHERLY LINE OF LOT 8 AS BEING S89'33'46"E PER PLAT. FIELD DATE:) 4-8-03 SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM40135 DRAWN BY: REVISED: rwAL 10-20-03 CKB ORM80AR0 7-29-03 CK0 AEWSED OESCRIVRON 07/24/03 SOO AETES & BOUNDS 05/05/03 SOO LOT PLAN 3-11-03 CKB PLAT OF. SURVEY DESCRIPTION (DESCRIPTION AS FURNISHED) LOT 8, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE PROPOSED THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). ' ROSE HILL PHASE II LOT 5 { LOT 6 50.00' J _ S89'33'46 LOT 8 1, 0 n LOT 7 w LOT 9 Cy) a) In TWO STORY CONCRETE BLOCK o Ln NNoitWOODFRAMEri p RESIDENCE N O FINISH FLOOR p . ELEVATION=48.71 o NZ COVERED ENTRY a 10 WALK IS ° 1.8' OFF SEMENT 7-` JXN WALK IS 1.7' OFF N89'17'34"W 50.00' 1" = 30' GRAPHIC SCALE 0 15 30 58. - 1 -_ g69g 443.17 _ _ _ PC N89'17'34-W 501.18 -- TRACT A CENTERLINE OF-) RIGHT-OF-WAY CLYDESDALE CIRCLE 50' RIGHT OF WAY CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA JOSE O. CANDELARIA AND IVELISSE CANDELARIA CFI MORTGAGE COMPANY, I , LTD. NOTE: I. ALL DIRECTIONS AND DISTANCES HAVE LEGENDBEENFIELDVERIFIEDANDANY INCONSISTENCIES HAVE BEEN NOTED ON THE — BUILDING SETBACK LINESURVEY. IF ANY. D DISC CENTERLINE 0 LB /6393 ( FND NAIL r10/20/03) RIGHT OF WAY LINE FND 1/2" IRON ROD AND CAP 456 EXISTING ELEVATION O LB #6393 (10/20/03) O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FWD FOUND C INV CONCRETE WALK S/W SIDEWALK Ch CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER 1-8p6393 320 EAST SOUTH STREET. SUITE 180 ORLANDO. FLORIDA 32001-.(407) 426-7979 CNA CORNER NOT ACCESSIBLE o DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR C014DITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA l o-Z3-o3 FOR THE FIRM JR. W#428 DATE 06-203 7:09A(A FROM w.cr•.o-.s.. •t..:,rt;tv,v..w<.re•.r:r!•,,..,.,n.,,.,;try...c.,..:,,•._.....::•:'::..•.•:::'•.:. , Permit z :__-L Job A44140: CITY OF SAINFORL PERMIT APPLICATION / Co . Iiiu.Prl IrI1 Pu 4f Mi vglur t r; Permit Typo.: Building- Electtical -, Mechanical Plumbing ___ F•irc Sprinkler/Alarm Pool Temporhr) Pole Eltctricll: New Service - q of AMPS . Addition/Alleranon Change of Scrvicc _- Mechanical: Residential _ Non•Restdcntial Replacement New (Duct Luyout & Energy alc. Raquircd) PlumbinQ/ New Commercirl: a of Flztures tt of Gets I.incS _ p of water 8c Sewer Lines —• PlumbinVNew Residentlal: p of Water Closets - Plumbitg Repair - Rcilocnual or Commcrclal Occupancy Type: Residential V' Commercial Industrial Total Square Footage. _ Construction Type: a of Stories: n of Dwelling Unite. flood Zoot: , (FEMA form required for other Inan .Yr Parcel a: Anach Proof u(Ownership &.t.cgal D cripoon)r / kk -,el lCi _ C{-f- 8( VeA UwnsraName & Addresa:: S_CL-(! 3 2'_ ' J_ Phnnr. ` / A o r, ,F>' _ _Q J C- C—`-c {_ — t 6r Addreu: yy LL.L.G Contractor amci ,, I v %VUj r / •{_ 0c) ) u 2 Z% %., _ State Llccncc Number -,--==- _ y0-7 " - S' y 4 Contact Person: try c..0 I Phone h Fax: > - Bonding (:ompany Aaorc.e , Mortgage Lender Phone. Arehite• eUEnginter: ---' "— F• I t Addrrac: -- Application is hereby made to obtain a puma to do the work and inst.11aiions as indicated. I ctrtify that no wink or insullanon ha, cominenctd prior to Inc issuance orapermitandthatallworkwillbeperformeodtomeetstandardsoralllawsregulatingconsuucuoninthisjurisdicuon. I Vndcr)onJ thus scpar4:: permit mustbesecuredrorELECTRICALWORK. PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HF/.TERS, TANKS. and AIR CONDITIONERS, ctV. OWNER'S AFFIDAVIT: I emify that all or -the foregoing informarion is accurate and dut all w%" will be done in comphanee with all aPpllwble lames rem Lane eon3ov060n and zoning. WAR.NfNG TO OWNER: YOUR FAILURE TO RECORD A NOTICF OF COMMENCEMENT MAY RESULT IN YOUR K-071"'C. TINICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU RJTEND TO OBTAIN FINANCING, CONSULT WrTH YOUR LENDER OF, AN ArTOR.NEY BEFORERFCORDMO YOUR NOTICE OF COMMENCEMENT. NOTICE: In a4dition to she rcquirernenu of thin permiL there may he additional restrictions applicable to this pTopctly OW MO y oc louno In lac p,'ohc rc::m)s of this county, and there may be additional permits requirect fmm other govarnmcnul otanc such as uvuy m.r apemen( Jiscnctc, suit 4"'cle S, Jr tcocnl A:ccplanc: c of permit is vcrirlcanon that I will notify the owner of the prnperty c f the mquuemen e of I'llond Law, F> ) 11 Ignuurc of O•• wner/Agent U:lle Si.,mlure )f ConR]elnt/.1l c1I1 file v in ..-. - n Ck 0. s Print Owner/ A Kcrtl'3 ... Print Cunrra for Agent'm , e Signature Of Nutn•y•Surr. n(Flnnda Date .Signature of NAy•Sutc nl FIorI j l Ju: c t..ncr/ nq:nt iA Pcliundnv Knn,n w Mt ur rruJ Iccdlr,_ — Al'I' Ll(*AI ION' AVVKOVE.D 11Y• Illdl:: __•_,.. .- lnrt it & I)arc) pcn.d C onduinn,: 1,'mn[ Anr/A^cal L. V Y,•r:ou; h rino n w Ntr n Prnduccn tU .. ...— nnral 8 D le) his all ;- U'"Ic) Il rtl.11 a I)_:c Marie A. Zettlemoyer Commission 9DD221380 Expires: Jul 15, 2007 Bonded Thru Atlantic Bonding Co., Inc. Permit #: Job Address: 7 r s Lns Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Cl Date: 0S V4L15A4, V-t Value of Work: Permit Type: Building Electrical Mechanical Plumbing-?(-- Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement __ New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sew,:r Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial _ Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: p Phone: Contractor Name & Address: State License Number: Ly- _ CU Phone & Fax: Contact Person: Phone: ADVANTAGE PLUMBING, INC. Bonding Company: F. D. BOX 620027 Address: OVIEDO,-FLORIDA 32762-0027Mortgage Lender: (407) 366-3994 Address: Architect/ Engineer: Address: Phone: Fax: Application is.hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requircmcn o Florid Law, FS 713. 1- 43 Signature of Owner/Agent Date Signaturc of Contractor/Agent Date t Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Signature of Notary -State of Florida Date Contractor/ Agent is _ Personally Known to Me or Produced ID Zonine: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) COUNTY UF S[MI|,1lL[ IMP [TI T !ENT IS X)LD DY CITY OF SA1FOZD MUIiDlKG PERMIT NUMBER.- ~ (CITY) COUNTY NJ%8ER: __________ UNIT ADCPE5S: _'_L`/[)_ !- '______________________________.__ TRAFFIC ZONE: JURISDICTION: CITY-8['SAKFORp----.-..--. i`[Co Ti(P: RKG: 'FARCE L: ................ SUfDIVISIOX: TRACT: _______ PLAT B[ON: PLAT EOOK PAGE: BL[CK: LOT: Q . i ONXLk KA|[: ~,. \'d`y6.hA1.0---------------------------------------- ADCRESS: « `Ax+\wr~'U A[ ---------------------- APPLICANT WAVE: _______________________________________________________________ ADCREES: ________________________------------------------------------'. LAND LEE CATECCRY: 001 - Single Family Detached Howe TYPL KNL: Revidantial WORN DESCRIPTION: Single Family House: Detached - Construction i[[ DEN FIT RATFEE UAIT RATE PER 0 { TfPE TOTAL DU[ TYPE DI3T SCHECULE DESC. UNIT OF UNITS RO C( AYTEWIALC CO -WIDE O dwl unit 0 705.00 1 $ 705.00 ROADS 000[ CT[8S NORTH O dwl unit 1 142.00 1 $ 142.00 SC!| 0J0:11 STAl3M[ NT R[ CLIVED l)Y: CO - WIDE O dwl unit $ 54.00 1 $ 54.00 CU- UIDE O dwl unit $1,384.00 1 $ 1,384.00 AMCUNT DUE ,2Q5.O0 vx/ V___ EIGNATURE: ---//1-/- '----.-- PLEAS[ PRINT NOTE TO RECEIVING SIGNATORY/APPLICANT: FAIUIRE TO NOTIFY OWNER ANY) OARO3E TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR TIE FEE. 1191: DISTRIBUTION: 1-COUNTY 3-CITY 2- AnPLICANT 4-COUNTY H[ Dl$':( P R OXS A!*E ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING P[RHIT. PLkSO] S ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWr1EK, TO APPEAL TEE CALCULATIOFS OF THE ROAD, LIBRARY SYSTEM AND/0 LDUCATIOXAL ( SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN RECCEST WITHIN 45 CALENDAR DAYS OF 1KE RECElVING ClGX/\ TJRE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF TH[ COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNINO AvPEA!-S KAY RE PICKED LP, OR REOUESTED, FROM THE PLON IMPLEMENTATION OFFIC0: 1101 [ AST FIRST STREET, SAMFORD, FLORIDA 32771; (407) 665-7474. PAYMENT S[CULD RE KADE TO: CITY OF SAKFORD DUlLDING D[['ARTH[|<T 500 ORT>\ PARK AV[NU[ EANI] KD. [L 32771 PAYMENT SHOULD BE BY CHECK CR MONEY ORDER. AND SKCULD REFFREXC[ l{|:!' SJAT[MENT NUMBER AND CITY BUILDINS PERMIT N]MOER AT THE TO:-` OF T|<[ NUTlC[. 01` 0T{|IS STATEMENT IS VALID ONLY IN C013UNC7ION WITH ISSUANCE OF All;: FAMILY BUILDING 1 I111 II III 111111111111111111111111111111111111111111111111111111111 THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04849 PG 1299 CLERK'S # 2003094265 REC(IRDFD 06/04/2093 10t10i86 AN RECORDING FEES 6.00 RECORDED BY L McKinley RECORD AND RETURN TO: CUTIFIED COPY MAR YANNE MD.R. Horton Inc. OR,S>L 6250 Hazeltine National Drive, Ste.: 102 CLERK OF CIRCUIT COU Orlando, Florida 32822 6EM"EC1f,p RIO at Ir r• c 1r NOTICE OF COMMENCEMENT Prepare in duplicate) 4 2003Theundersignedherebygivesnoticethatimprovementwillbemadetocertainrealproperty, and in'Mange with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) 6, 8, 14, 15 & 16 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone th Z)Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(I)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (I) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inc. 0— bo' GWV Y: o ert A. LawsohAssistant Secretary Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 4 dayof 7cll 2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., aefaware Corporation, on behalf o the cor'porahon. - He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIA 1`fi i PATRICIA C7.1DA NOTARY PUBLIC STACOMMISSION N0 My COMMISS!Ord urJULY 26,2006CartatureNotarySeal CITY OF SANFORD PERMIT APPLICATION • Permit #: 1 / 27 Date: Job Address: 2 C/i 2= i F 1eC Description of Wor Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Add ition/AIteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial •' Occupancy Type: Residential Commercial Industrial Total Square Footage: 3 tv Construction Type: E .cr # of Stories: Z # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: _TW 02E- \n 'I . :W r0i (pu , FI, Phone: 'AO ctk04 Contractor Name . Q e I& Address: ' cmi\C:z-. b. LAec) C_521:b t p\lt . i * K:P- . '_FL. 32M State License Number: C 13coeB23 ^i Phone & Fax: A0:111951 QIa -! 228 Contact Person: ' C W0 L10J Phone: 40_9-1t Sq 9(0' Bonding Company: tJA Address: Mortgage Lender: I`NE111- Address: Architect/Engineer: P )qDQnF>1E11 aex)c Phone: 40-1.1 __l 1_ Address: l Q 1 rJtr_ - (vi A l , 11 3 Fax: 4CR ( a -401_qV _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTI E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of p rmit ' rification t at I will notify the owner of the property of the require h f F brida Lien Law, FS 713 Signature of Owner/Agen - ), / k Date Signature o Contractor/Agent Date h. Print er/Agent's me Print Con r/A ents Na e I 6 A Signat re of Notary-S ate •lori Date Signature of Notary -State of KLo a Dat QFFICIA A S Owner/A e n t is _pjle I14,GQuGTftbl` 4e or Prod C STATE OF FLORIDA COMMISSION NO. DD COMMISSION EXP APPLICATION API' 3Y:-131iiu: Zoning: Init I •Date) Special Conditions: OFFICIA R5 A P ICIA COULTON Contractor/ EAT}kR $. I'INFnD Produ ed IDCOMMISSION l'O. DDl MY COMMISSION Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) D. R. HORTON HOMES ZE5--lqAi- SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # - SUBDIVISION: BAKERS CROSSING ADDRESS boa- aoN D(L I 32-11 3 BUILDING APPLICATION O WER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS Z3 SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT jAPPEX CONTRACT l 7 Drl-u6uj 2j Rrm,- CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 1. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2 Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: er sizes reinforcement bar or all replacement. replacementg walls. Provide side view details a, Foundation plan indicating of these footers with r b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. R Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. FinishfloorelevationheightasperCityEngineeringDepartmentor subdivision plat. d, Cross sections of all wall sections to be used in the structure. Bearingnon -bearing Inter and exterior. Show all components of wall section. e, Framing plan for floor Joists where conventionally framed. Plan toindicatespan, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spttcing openings to carry and support trusses. g, Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: d DI S.F. Garages/Carports --,= S.F. Porch(s)/Entry(s)_S.F. Patio(s) Conditioned structuresS.F. Total (Gross Area) 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Bivd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNEWBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tic bearhs - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical Mal and plumbing final 14. Building final 15. Other DATE SIGNATURE By Owner or Authorized ent) Limited Power Of Attorney I hearby name and appoint: Craig Coulton and R0 4 7— each agent's of D.R. Horton Inc. _ <bsc-pV\.-'De To be my lawful attorney in fact to act for me and ajo ply The Buildinq Dept. of: cl sa For a residential permit for work to be performed at: Lot # : 2. Subdivision Address: Vt— 3P- 741-5 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number ignature of Contractor This foregoing instrurftnt vjas acknowledged before me this: Date: p? By: Richard B. Ladd ( Contractor ) Who is personally now to me. O FIC AL PATRICIA COULTON State of FI rida NOTARY PUBLIC STATE OFFLORIDA 0 COMMISSION NO. DD13" County of range MY COMMISSION EXP. JULY262006 Notary Public Signature Notary Seal E7APEX PF—ST C O TRO L— Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name Address "S City/State/Zipa' L" 1 Phone & Email ffi,-111&Vm% Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will resultInthecancellationofthisWarrantyandjustify removal of the Sentrlcon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip . Phone & Email INSTALLATION ADDRESS: L a —?2 z4lt aC5 SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: DAMAGE REPAIR WARRANTY From the date of installation of the Sentrlcon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed 51.,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVEFLN THE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and 4. during those years, Inform the Customer of: a. any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed 'effect of the Sentrlcon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions of this agreement for per quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the areas) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or under the areas) batted. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyinginsectInfestation, be the responsibility of Apex In areas where any of the conditions described in this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPAN, DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRA.INTES. OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY. Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and In noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. ands And Agrees lt is the ity f till SENSITIVITY/PHYSICAL FACTORS: Customer ants of consult a physician if necessary regardingilAnyoaffecta he Property treatment guests, and/or other temporary or permanent occupants days rior to treatment regarding any allergy or may have and (2)it Is their responsibility to notify Apex in writing not Less than two (2) Y P sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSB,,, specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract an apply without exception. COMPONENTS- The I. DOWELANCO OWNERSHIP OF EeIAnd dNwI1S1remain to property of DowElanco. The Customerstomer thassnohrinents ghtstto Anyofthe C the Sentricon * System (Components) Components, andthePurchasermaynotafter, remove, or modify the components In any way, other than the right to their use as Installed byApexontheCustomer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are Appropriate sp the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3• re Apex, for whatever reason, ceases to represoffer ent or to be authorized to represent, the Sentricon* System of a. rm Apex will: ( 1) so notify t Customer; 2Convent onal "itquidr the ibarrler'emethos of tdeof termite control r using R different may nottoffertanreffecttive or discontinuing the r P(ay not be Ifferent means of controlling certain termite Infestations of certain structures. In such evetP(3)lf the Able to andfApex (Parties) form of termite protection, and therefore may have to discontinue the relationship.); ve the Customer creditfo agree on use of a different discontinue of ter iterelationship, protection, tection,gif Apexcannotoffer An effective different form of termite protectior service paid for butnotyetreceived;- n, the Customer elects to refund to the Customeranamountequalto the fee paid for services not yet received, andt(S)retrieve, or advise Dow Elnnco'or to retrieve, the ComponentsfromtheCustomer's premises; and ieval of DowElanco or Its representativereasonableaccesstothepremisesfortheretritsrepresentativeswhererantApexandthe Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue b. the Customer will; (1)gthis relationship. NS This Agreement covers the Structure(s) Identified herein as of the date of the Initial installation. ADDITIONS AND/OR ALTERATIO Priorto; (I)the Structure( s) being structurally soil remomddified, Altered, o or added around the foundation, tlonise g ored o(4) anytmperringofbalingequipmentorsuppliesuppliesthelocationofanyStation, m (3) occurs, the Customer will ImmediatelynotifyApexInwriting. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apexwillexerciseduecarewhileperforminganywork hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused At the. time the work Is performedexceptthosedamagesresultingfromgrossnegligenceonthepartofApex. PAYMENTMEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Nterritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may N.•ithout notice, terminate thisAgreementandpursueallotheravnilableremedies, which shall be cumul'ative, and (2) Interest shall accrue at the highest rate allowed bylawduringtheperiodofanydelinquency, and (3) Customer agrees to pay nil costs and attorneys fees Incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for anyandalllegal proceedings shall be In Brevard County, Florida. If any part of this Agreement Is held to be Invalid orunenforceableforanyreason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of A change in applicable law As It pertains to the services promised herein, Apex reserved the right. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by Any reason of delays in transportation, shortages of fuel/or materials, sttikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any llablllty for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade niterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (S)nreas of existing damage unless Areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute Arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules And procedures for commercial arbitratlon of the American Arbitration Association or any successor organization, and In Accordance with And subject to all'the provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. The proceeding shall be governed by one arbitrator, and the location of arbitratlon will be Brevard County, Florida at the offices of Apex or Its designee. The arbitrator will have the complete power to determine all issues of fact rind law, and any determinatlon of the Arbitrators will be final and conclusive, and binding on both parties. Customer Agrees that Any such arbitratlon shall be conducted on An Individual basis, and not A class wide basis. Apex shall recover all fees, costs, And Attorneys fees Associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed At the time of purchase constitutes the entire Agreement between the parties and no other representations of statements will be binding on the partles. REFUNDS. Apex At Any time on or After 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and be relieved of Any Ilnbillty hereunder If Apex determines, In Its sole discretion, that It Is unable to prevent or stop further damage to Property from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately in writing to The Apex Corporate Office. Apex Is only obligated to perform under this Agreement if the Customer allows Apex Access to the Identified Property for any purpose contemplated by this Agreement, Including but not limited to re -Inspection, whether the Inspection was requested by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. Th's Agreement is assignable by Customer for a period of I (one) year from its effective date. After this Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a M transfer fee payable to Apex within 30 thirty) days of the transferofthetreatedProperty. Trademark of DowElanco Brevard Area Orlando Area Tampa/ Sarasota Area 508 S Piumosa St: 7006 Stapotnt Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Wittterpark, FL 32792 Tampa, FL 33510 407-459-2847 407.858- 0540 813.221-2847 800-929-2847 888-764.2847 877-459.2847 June 9, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. for the following work: Construction of a SFR on Lot 8, Bakers Crossing Phase 2, 302 Clydesdale Cir. Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of. Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 D--= lo.d e Roger Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. I Signature Patricia Coulton Printed/ Typed Name 711.Wll' Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Ow r) dAl - Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 6th day of June, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is ersonally known to or who produced their lluridg Slate joenfification. OFFICIAL NOTARYSEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,2006 Notary Signature Notary Stamp 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 1 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879 4MMM Builder: DR HORTON Address: SO'OL LtV-CJPermitting Office: City, StateSos-y t, j tVL Permit Number: Owner: D. Z . V .-VW Jurisdiction Number: Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane I. Floor types a. Slab -On -Grade Edge Insufation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, hit Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 4 _ b. N/A No _ 2872 ft2 c. N/A 319. 0 ft2 _ 13. Heating systems 0. 0 112 _ a. Electric Heat Pump 0. 0 ft2 _ 0. 0 ft2 b. N/A Cap: 60.0 kBtu/hr _ SEER: 12.05 Cap: 60.0 kBtu/hr _ HSPF: 8.25 _ R= 5.0, 113.0(p) ft _ c. N/A _ R= 11.0, 460.0ft2 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons _ R= 3.0,1876.0 ft2 _ EF: 0.86 _ R= 11.0, 785.0 112 _ b. N/A _ R= 11.0, 622.0 ft2 c. Conservation credits _ HR- Heat recovery, Solar DHP- Dedicated heat pump) R= 19.0, 2091.0 112 _ 15. HVAC credits PT, _ CF- Ceiling fan, CV -Cross ventilation, HF- Whole house fan, PT - Programmable Thermostat, Sup. R=6.0, 320.0 ft _ MZ-C-Multizone cooling, MZ- H-Multizone heating) Glass/ Floor Area: 0.11 Total as -built points: 33937 PASS Totalbasepoints: 38807 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: Q 6 DATE: 03.02 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/ AGENT: I.- ela, DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® ( Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Floor Area Points Type/SC Overhang Ornt Len Hgt Area X SPM X SOF = Points 18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Ift Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99' . 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM = Points I Type R-Value Area X SPM = Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 1 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type1 R-Value Area X SPM X SCM = Points Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 1 As -Built Total: FLOOR TYPES Area X BSPM = Points Type Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation1Raised460.0 3.43 1577.8 Raised Wood, Adjacent Base Total: 7079.2 1 As -Built Total: 2091.0 5896.61 R-Value Area X SPM = Points 5.0 173.0(p -31.70-5484.1 11.0 460.0 1.80 828.0 633.0 4656.1 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 v IFORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 Total Summer Points X System Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier . Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points r 55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 w EnergyGaugeT"' DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , 1 PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, E.\derior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 173.0(p) 1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p 2.40 415.2 Raised 460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 1 As -Built Total: 633.0 412.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7758.4 0.6274 4867.6 10832.4 10832.4 1.000 1.00 1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeORaRES'2001 FLRCSB v3.2 IN FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 23683 4868 10.256 38807 18544 4898:• 10495 33937 PASS EnergyGauge"' DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .fl. window area• .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8' sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the Derimeter. penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2' clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 t ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear -double pane c. Tint/other SHGC - single pane t d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete; Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ 1 a. Central Unit 4 _ b. N/A No _ 2872 ft2 c. N/A 319.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=5.0, 173.0(p) ft _ c. N/A R=11.0, 460.0ft2 _ 14. Hot water systems a. Electric Resistance R=3.0, 876.0 ft2 _ R=11.0, 785.0 112 _ b. N/A R=11.0, 622.0 ft2 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2091.0 ft2 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 320.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: 0jfe pl- Date: Address of New Home: SDP- C"SpI14 LE-: Qr2 . City/FL Zip: 5NtJ. 'PL, 32 7'7t3 Cap: 60.0 kBtu/hr _ SEER:12.05 _ Cap: 60.0 kBtu/hr _ HSPF:8.25 _ Cap: 50.0 gallons EF: 0.86 PT, _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. /fyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTudesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) 4 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET. LAKE MARY. FL 32746.6206 Phone: (407) 831-2665 Proiect h1formation For: DR HORTON Notes: Design Information Weather: Orlando -AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 40970 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40970 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2872 2872 Volume (ft3) 22976 22976 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 269 153 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.4 HSPF 0 Btuh @ 47°F 0 OF 0 cfm 0.000 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 35571 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 36315 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip. load 7888 Btuh Total equipment load 44203 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio sold4talic values have been manually ovenldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 10.0 EER 40600 Btuh 17400 Btuh 58000 Btuh 1933 cfm 0.054 cfm/Btuh 82 % wrtaghtsoft Right -Suite Residential" 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA E:1Files\drhonon\2879\2879REVD.rsr Page 1 i RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY• FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 ft3 x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x 269 cfm x 32 OF Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 ft3 x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 OF Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 . , Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grAb moist.diff: - x" 153 cfm = - 4526 Btuh rroceaure u - tqulpment sizing t-oaas 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads = 37056 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 36315 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 grAb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 7888 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. z wr-i0htsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA E:%FilestdrhortoM2879%2879REVD.rsr Page 1 RIGHT-J WINDOW DATA m DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY. FL 32746.6206 Phone: (407) 831-2665 W S D W G L S S1 O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM ME& SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n Sw b c n 0 n 1 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 1 wrightsoft Right -Suite Residential ^' 5.0.64 RSR26015 2002-Feb-28 13:29:06 4CC(\ E:1Filesldrhorton1287912879REVD.rsr Page 1 BEDRM 4 a n sw b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 15.0 BEDRM 3 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 1.9 Nut wrig htsoft Right -Suite Residential- 5.0.64 RSR26015 2002 Fe 28 13:2s:06 ACC.p, E:WilesWrhortont2879t2879REVD.rsr i Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-9. 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: rth LO. 1 Name of room Entire House Ll%'/DIN/FOY LAUNDRY RM WIC 2 Length of exposed wall 314.5 ft 61.5 ft 11.0 ft 19.0 It 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 It 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Bluh) EXPOSURE NO. Htg Clg ft') Htg Clg ft') Htg I CIg ft') Htg Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 1028 234 0 88 Exposed b 12C 2.9 1.9 1000 1A 0 0 walls and c 13C 3.2 1.2 552 144 88 64 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 264 9757 71 2624 0 0 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 9 261 0 0 0 0 0 0 glass doors NE/NW 51.4 88 4525 48 2259 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 54.3 220 11927 23 1090 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 862 3972 1775 229 1055 472 0 0 0 88 406 181 exposed b 12C 2.9 1.9 849 2445 1650 43 138 93 0 0 0 0 0 0 walls and c 13C 3.2 1.2 534 1662 625 141 454 168 70 221 82 64 202 75 partitions d 0.0 0.0 0 0 0 1) 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 1) 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2134 3619 4750 420 712 935 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 233 3050 0 6': 807 0 11 144 0 19 249 0 Note: room b 198 1.3 0.0 460 589 0 l 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 1 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 1 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.6 8.6 355 9454 3039 91 2424 779 18 4791 154 0 0 0 13 Subtotal loss=6+8..+11+12 37246 8592 1184 856 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 3725 10°i 859 10% 118 10°/ 86 15 Total loss = 13+14 40970 9451 1302 942 16 Int. gains: People Q 300 5 1500 0 0 0 0 0 0 Appl. Q 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 32337 6052 1065 256 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 3234 10°/ 605 too/ 107 10°/ 26 19 Total RSH gain=(17+18)'PLF 1.00 35571 1.00 6657 1.00 1172 1.00 282 1201 Air required (cfm) I 1 0 1933 0 362 0 64 1 0 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrraghtsOft Right -Suite Residential^' 5.0.64 RSR26015 2002-Feb-28 13:29:06 MCA E:1FilestdrhortoM2879t2879REVD.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CON DITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-9.7 MANUAL J: rtn to. 1 Name of room SITTING RM W\STER BATH MASTER BEDRM MASTER HALL BATH 2 Length of exposed wall 10.0 It 11.0 ft 13.0 It 0.0 It 3 Room dimensions 10.0 x 10.0 It 10.0 x 11.0 It 13.0 x 21.0 ft 6.0 x 5.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 It heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg fl') Htg I Clg 111) Hig Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 80 88 104 0 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 If 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 54.3 16 758 16 758 16 758 0 0 South 0.0 0 0 0 0 0 0 0 0 Horn 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 1) 0 0 0 0 0 0 0 0 11 Floors a 228 13.1 0.0 10 131 0 111 144 0 13 171 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 1) 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 1) 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 16 426 137 1Ei 426 137 16 426 137 0 01 0 13 Subtotal loss=6+8..+11+12 1444 1494 1594 0 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Dud loss 10°/ 144 101' 149 10% 159 10°/ 0 15 Total loss = 13+14 1588 1643 1753 0 16 Int. gains: People @ 300 0 0 0 0 1 300 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1027 1044 1377 0 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10 °/ 103 10 °% 104 10% 138 1109 0 19 Total RSH gain=(17+18)•PLF 1.00 1130 1.00 1148 1.00 1514 1.00 1 0 20 Air required (cfm) 0 61 0 62 0 82 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite ResidentialT" 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACC E:1Filesldrhorton12879\2879REVO.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CON131TIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-97 MANUAL J: rlh Ed. 1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RM 2 Length of exposed wall 36.0 ft 12.0 it 28.0 ft 11.0 it 3 Room dimensions 17.0 x 19.0 it 12.0 x 17.0 It 16.0 x 12.0 ft 11.0 x 13.0 It 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 It heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg it') Htg Clg ft') Htg Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 288 96 0 "" 0 Exposed b 12C 2.9 1.9 64 0 96 0 walls and c 13C 3.2 1.2 0 0 128 88 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 10 370 15 554 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0- 0 0- 0 0- 0 0 d 0.0 0 0 0 0- 0 0- 0 0 e 0.0 0 0 0 0- 0 0- 0 0 f 0.0 0 0'"' 0 0- 0 0- 0 0 7 Windows and North 27.6 0 0 0 0 0-. 0 0 0 glass doors NE/NW 51.4 0 0 10 394 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SE/SW 54.3 53 2512 0 0 15 711 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 01 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0. 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 323 548 719 20-1 346 454 192 326 427 143 243 318 b 0.0 0.0 0 0 0 t) 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 q 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 D 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 I 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is dispi. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.61 8.6 53 1411 454 10 266 86 15 3991 128T572 0 0 13 Subtotal loss=6+8..+11+12 5658 1536 1916 520 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10° 566 10% 154 10% 192 52 15 Total loss = 13+14 6223 1689 2108 572 16 Int. gains: People Q 300 4 1200 0 0 0 0""0 Appl. Q 1200 0 0 1 1200 0 0"•'0 17 Subtot RSH gain=7+8..+12+16 5493 2311 1574...421 Less external cooling 0 0 0""0 Less transfer 0 0 0.. 0 18 Dud gain 10°/ 549 10°/ 231 10°/ 157" 42 19 Total RSH gain=(17+18)'PLF 1.00""6043 100 2542 1.00 1731•..46320Airrequired (cfm) 0 3280 138....940 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrta9F7t501"C Right -Suite Residential^' 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:lFilesldrhorton1287912879REVD.rsr Page 3 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONIDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-97 MANUAL J: /th Ed. 1 Name of room ACTIVITY RM BE:DRM 4 BEDRM 3 2 Length of exposed wall 59.0 h 15.0 ft 28.0 It 3 Room dimensions 25.5 x 20.0 It 15.0 x 10.0 ft 16.0 x 12.0 ft 4 Ceiings Condit. Option 8.0 It heal/cool 8.0 h heat/cool 8.0 h heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg h') Htg Clg ft') Htg I Clg ft') Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 0 0 Exposed b 12C 2.9 1.9 432 120 224 walls and c 13C 3.2 1.2 40 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 90 3326 15 554 15 554 glass doors b 8C 37.0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 27.6 8 222 2 39 0 0 glass doors NE/NW 51.4 30 1872 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 54.3 52 4006 3 621 15 711 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406 walls and c 13C 3.2 1.2 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 o 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 t) 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 90 2397 770 1;i 399 128 151 399 128 13 Subtotal loss=6+8..+11+12 9062 1511 1881 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 1 / 1 ° 151 10% 188 15 Total loss = 13+14 9968 1662 2070 16 Int. gains: People Q 300 0 0 0 0 0 0 Appl. Q 1200 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 8718 1326 1673 Less external cooling 0 0 0 Less transfer 0 0 0 18 Dud gain 10°/ 872 10°i 133 10°/ 167 19 Total RSH gain=(17+18)'PLF 1.00 9590 1.00 1459 1.00 1640 20 Air required (cfm) 0 521 0 79 0 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. zt Right -Suite Residential"' 5.0.64 RSR26015 2002-Feb-28 13:29:06 A( --CA E:1Filesldrhortont2879\2879REVD.rsr Page 4 both duct teat Cap fan 3' both duct to roof cap duct cap A/C SLAB 2 MIN I WALL duct ap Must have a nIninun clewancv of 4 Inches around the alr handler per the State Emrgy cafe. All duct has an r=6 tsulotbn value. cnZ m T O_ CDN O Ql \ lu LuOf N O LJ CC r O 2 \ 0 0ll cl r (U 2 00 \ fa fU N m Rating ZO i N m W > Z z o w 3 J Q F— m C J O Q m MiTek' January 27, 2003 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 : I4421339 thru I4421366. Total : 28 drawings. Job :DR2879D Builder D.R. HORTON Location :BAKERS CROSSING, LOT 8 County :SEM I.NOLE 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 G 15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 44,W- Junaidie Budiman, PE 1) 28 Truss drawing. 2) Truss Index. January 27, 2003 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. TRUSS INDEX OF JOB DR2879D Trusses included=28 0,'\DR2879D\a.tre" 14421339 1,"\DR2879D\all.tre" 14421340 2,'\DR2879D\a7.tre" 14421341 3,'\DR2879D\a9.tre" 14421342 4,'\DR2879D\agab.tre" 14421343 5,'\DR2879D\b1.tre" 14421344 6,'\DR2879D\bgab.tre" 14421345 7,"\DR28790iftab2.tre" 14421346 8,'\DR2879D\c.tre" 14421347 9,'\DR2879D\cgab.tre" 14421348 10,'\DR2879D\d.tre" 14421349 11,'\DR2879D\dgab.tre" 14421350 12,"\DR2879D\dgab2.tre" 14421351 13,'\DR2879D\e.tre" 14421352 14,"\DR2879D\e1.tre" 14421353 15,"\DR2879D\f19.tre" 14421354 16,"\DR2879D\f22.tre" 14421355 17,'\DR2879D\f22a.tre" 14421356 18,"\DR2879D\f23.tre" 14421357 19,'\DR2879D\fg.tre" 14421358 20,"\DR2879D\j.tre" 14421359 21,"\DR2879D\k.tre" 14421360 22,"\DR2879D\k1,tre" 14421361 23,'\DR2879D\I,tre" 14421362 24,'\DR2879D\11.tre" 14421363 25,"\DR2879D\nrTAre" 14421364 26,"\DR2879D\rn1.tre" 14421365 27,"\DR2879D\s.tre" 14421366 t : No. 4y.5161 , t A 0— 4TATE OF January 27, 2003 AwARmNo - ver yk design pamnsetere and Rmw Noss ON rins AND Remitim ands BaroRa use. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer • not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is tire responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult O:T•88 Quality Standard, DSR-89 Bracing Specification, and HIB•91 Handling Installlnq and Bracing Recommendatlon available from Truss Plate Institute, 693 D'Onoftlo Drive. Madison, W15371 V. MiTek• PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1 8 J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 r3 2. Cut members to bear tightly against each other. 0 o¢ WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o a:joint O and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of a truss and vertical web. a 4P Unlessotherwisenoted, locate chord i CA , o at /4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MI MiTeko OW PANEL TM CLIP FORM018. 019 GANG -NAM W HYDRD,A/R ® 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. lob Truss Truss Type City Ply HORTON 14421339 D)22879D A ROOF TRUSS 19 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:21 2003 Page 1 6-0-12 VI-7-0 17-1.4 1 23-2-0 1 1 1 1.0-0 B-0-12 5-ed 5-64 6-0-12 Scale • 1:39,9 44 _ 4 9.r10 F,z 2a4 \\ 2.4 3 5 8 2 1 la 3.4 = 9 7 3.4 = 3a4 = 54 = 7-10-13 -,5.3-3 23-2-0 i i 7-10-13 7-4-5 7-10,43 late Offsets (X,Y): [7:0-3-0,0-3-01 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Horz 2= 1 97(load case 4) Max Uplift6=-605(load case 5). 2=-699(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4-5=-1485, 5.6=-1713 BOT CHORD 2-8=1507, 7-8=1037, 6-7=1525 WEBS 3-8=-351, 4-8=529, 4-7=546, 5-7=-367 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 6 and 699 lb uplift at joint 2. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. C f 1••i•J.,`, LOAD CASE(S) Standard .• ' G3 ILF/c,;. ,y r t . No. 4.5161 STATE OFO.c w ,"''c2 er•M ss.,o a oe ANAL A WARNING - DerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Deslgn valid for use only with MITek connectors. This design b based only upon parameters shown, and b for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is tho responsibility of the building designer. For general guidance regarding tobrlcatlan, quality controL storage, delivery, erection and bracing, consult OST-88 Quality Standard, 0SB-89 Bracing Specification, and HIB-91 Handling Instollina and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'A *Center plate on joint unless Damage or Personal Injury dimensions indicate, otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c c other. 0 WEBSo` 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q c oI joint and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of a truss and vertical web. a 4. Unless otherwise noted, locate chords laces at /4 length(+ 6" from PceC, uo panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead toad deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15, Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 HYDRO -AIR 0 Sob Truss Truss Type City I Ply HORTON 14421340 D)t2879D All ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 r -1.0.0 5-9-4 11-0.0 12-2-0 , 17-4-12 1 23-2-0 1 Ir1 1.0.0 5.9-4 5-2-12 1-2-0 5.2.12 5.9.4 Scale • 1:40.1 44 == 44 = 4 5 6.00 F12 3.4 i 30 3 6 d 7 2 ITIlg 3. = I +0 e 8 3.6 = 2x4 I I 3x4 = 5.6 = 2x4 II 5.9.4 If-" 1::-2-0 17.4-12 23-2-0 5-94 52-12 1-2-0 5-2-12 5.9-4 elate Offsets (X,Y): [9:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.45 Vert(LL) 0.09 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL 10.0 Cade FBC2001 Matrix) 1 st LC LL Min Vdefl = 480 Weight: 116 lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1071/0-4-0, 2=1167/0-4-0 Max Horz 2= 1 89(load case 4) Max Uplift7=-595(load case 5), 2=-694(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1919, 3.4=-1341, 4-5=-1124, 5.6=-1342, 6-7=-1933 BOT CHORD 2-11=1624, 10-11=1624, 9-10=1124, 8-9=1638, 7-8=1638 WEBS 3-11=132, 3-10=-579, 4-10=336, 5-9=340, 6-9=-595, 6-8=141 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 595 lb uplift at joint 7 and 694 lb uplift at joint 2. 5) Truss Engineer. Junaidie Budiman• PEtf45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 1133 LOAD CASE(S) Standard • L•!•.' No, 4 5161 e e 4TATE OF •d L O R Q L AWARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporatlon 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 bracing of the overall structure is tho responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consu" OST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 MiTek® Handling Installlno and Bracing RecommendR aflonavallabiefromTrussate Institute.59O 3 D•noflla Drive. Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicate. 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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c c other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q o ' o_ joint and embed fully. Avoid knots and wane at joint locations. plates/e" from outside edge of a 7 truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I/4 length(' 6" fromFt- CIO C, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, So TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 onNa-tiNL ® HYDR04IRO •,+ Job Truss Truss Type Qty Ply HORTON 14421341 DIR2879D A7 ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 3.9-4 7-0-0 l 11-7-0 16-2-0 19-4-12 23-2-0ilII l 1-0.0 3.9-4 3.2-12 4-7-0 4-7-0 3-2-12 3.9.4 Scale -1:40,0 SA = 4 5 e e.00 F12 u4 c 2.4 3 r e e 2 la 3's = 1n to a NO _ 3.4 = 5.8 = 3.4 = 7-0-0 11-7-0 16-2-0 23-2-0 7-0-0 4-7-0 4-7-0 7-0.0 late Offsets X,Y : 2:0-8-0 0-0-0 4:0-1-12 0-2-12 6:0-1-12 0-2-12 8:0-8-00- 6 10 0-4-00-3-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.25 10 >999 MII20 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.92 Vert(rL) -0.28 10-11 >992 BCLL 0. 0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.11 8 n/a BCDL 10. 0 Code FBC2001 1st LC LL Min Well = 480 Weight: 121 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-1-6 oc purfins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 8=2140/0-4-0, 2=2231/0-4-0 Max Horz 2= 1 35(load case 4) Max Uplift8=- 1472(load case 5), 2=-1568(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4117, 3-4=-0944, 45=-4197, 5-6=-4197, 6-7=-0944, 7-8=-4117 BOT CHORD 2-11=3630, 10-11=3575, 9-10=3575, 8-9=3630 WEBS 3- 11=-100, 4-11=812, 4-10=784, 5-10=-767, 6-10=784, 6-9=812, 7-9=-100 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partiially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1472 lb uplift at joint 8 and 1568 lb uplift at joint 2. \ 1 pj 0-0 l rD 5) Girdercarrieshipendwith7endsetbacky [ail r 6) Specialhanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 528.01b up at 16-2-0, and 603.21b down __\ ..•••••"•••., and 528. 01b up at 7-" on bottom chord. Design for unspecified connection(s) is delegated to the building designer. •`Q W f e.4 •, 7A_ v. 7) TrussEngineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. j G t`• v LOAD CASE( S) Standard - * No, 4. 5161 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads ( plf) Vert: 1- 4=-74.0, 4-6=-154.2. 6-8=-74.0, 2-11=-20.0. 9-11=-41.7, 8-9=-20.0 0 : iAjE OF Concentrated Loads (lb) Vert: 11=- 603.2 9=-003.2 ••. r:` I onra. AWARNING - Ver j& design parameters and RLAD NOTES ON TMS AND REVERSE aME HEPoRE USE. Design valid for use only with Mlfek connectors. This design Is based only upon parameters shown, and b lot an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure b the iesponslbUlty of the building designer. Fog general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult QSr-8a Quality Standard, OSS-89 Bracing Spectfloatlon, and NIB-91 Handling Installing and Bracing Yocommendallon avaUR able from TrussateInstitute, 583 D'Onohlo Drive, Madison, W153719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. * 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. A" J2 J3 J4 owner and all other interested parties.. 8 TOP CHORDS 2. Cut members to bear tightly against each c2 a other. o WEBS JS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 a ,n Q 0 joint and embed fully. Avoid knots and wane at joint locations. plates I/a" from outside edge of V 0 truss and vertical web. 0 o 4. Unless otherwise noted, locate chordsplices at I/4 len th 6" fromcewcbpanel adjacent oint. 9 (+ 1 joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 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, 4010 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15, Care should be exercised in handling, a PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016, 019 ago-tiN MYOROtAIIR® 01 i lob Truss Truss Type Oty Ply HORTON 14421342 D'RI879D A9 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 4-9-4 e-0-0 14-2-0 18.4-12 1 23-2-0r-00 1.0-0 4-9-4 4-2-12 5-2-0 4-2-12 4-9-4 Scab • 1:40.1 4, 44 4 5 8.00 12 2.4 2n4 4 3 e a 2 1®= B 8 1® 3W= 54= 9-0-0 14-2-0 23-2-0 9-0-0 5-2-0 9-0-0 late Offsets X Y : 8:0-3-00-3-0 LOADING( psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.24 7-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.38 7-8 >723 BCLL 0.0 Rep Stress Incr YES WB 0.20 iorz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 480 Weight: 101 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 45-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 7=1071/0-4-0, 2=1167/04-0 Max Horz 2=163(load case 4) Max Uplift7=570(load case 5), 2=-670(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=34, 23=-1880, 3-4=-1545, 4-5=-1328, 5-6=-1547, 6-7=-1893 BOT CHORD 2-9=1621, 8-9=1328, 7-8=1637 WEBS 3-9=341, 4-9=299, 5-8=310, 6-8=360 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001: 120mph; h=25h; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 lb uplift at joint 7 and 670 lb uplift at joint 2. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. tC br rD GLOAD CASE(S) Standard ... r• t : No. 45161 SPATE OF A" ORtOA'//` OVAL QWwrwrxG - Ver(& design parameters and READ nrOTZS or THIS AND REVERSE stag BZMRa USE. Design valid for use only with MRek connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incoiporaton of component Is iesponslblIlty of building designer - not truss 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. Additional permanent bracing of the overall structure If the iesponsibBity 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 HIB-91 Handling Installing and Bracing Rocommendatlonb Plate avallabfrom TrussInstitute, 583 D'Onofrb Drive, Madison, WI63719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/. * Center plate on joint unless Damage or Personal Injurydimensionsindicate.otlierwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the seat. building designer, erection supervisor, property Allsecurely J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eacha other. Q WEBS J5 3. Place plates on each face of truss at eachaOFor4x2orientation, locate a ,, Cr joint and embed fully. Avoid knots and wane at jbint locations. plates from outside edge of 0. y truss andd vertical web. a 4. Unless otherwise noted, locate chord sP • splices I14C, C6 0 at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SI2E The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. FORM018.019 MiTeko OfYORMA/R 0. PANEL TM CLIP r 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 Truss Truss Type Qty Ply HORTON 14421343 DRi879D AGAB ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 6-0-12 11-7-0 17-1.4 23-2-0 1-0-0 6-0-12 58d 5-64 6-0-12 Scab • 1:39.6 4A _ 4 6.6o F7 3 S 8 2 1 a 3a4 = 6 7 3.4 = U4= 6e= 7-10-13 I5-3-3 23-2-0 7-10-13 7.4-5 7-10-13 Plate Offsets (X,Y): [4:0-2-0,0-0-8], 7:030,0-3-0), (22:0-",0-0-01 LOADING (psf) SPACING 2-" CSI DEFL in (loc} Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC ILL Min Vdefl = 480 Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-7-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D 130T CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Horz2=197(load case 4) Max Uplift6=-605(load case 5), 2=-099(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 23=-1700, 3-4=-1475, 4-5=-1485, 5-6=-1713 BOT CHORD 2-8=1507, 7-8=1037, 6-7=1525 WEBS 3-8=351, 4-8=529, 4-7=546, 5-7=367 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupanc/ category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face} see MiTek "Standard Gable End Detail' 4) All plates are 2x4 M1120 unless otherwise indicated. ` i 5) Gable studs spaced at 2.0-0 oc. 13(j 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. ..• ...... 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 8 and 899 lb uplift at joint ' 4 !, 7A. G`Q1 8) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. C LOAD CASE(S) Standard * ! No. 4.5161 i f r/ S4TATE S ON00AL AWARNDYO - Vert& design parranieters and READ NOTES ON Tffi8 AND RE VERSE BIDE BEFORE USE. Design valid for use only with MiTek connectors. This design h based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotporat'on of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent IoNcing of the overall structure is the responslbUlty of the building designer. For general guidance regarding fabrication, quallty control. storage, delivery, erection and bracing, consull OST•88 Quality Standard, DSB-89 Bracing Specification, and HIS•91 Handling Installlnq and Bracing Recommendation available from Ttuss Plate Institute, 563 D'Onofrlo Drive, Madison, WI53719. MiTek® 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•, 0 For 4 x 2 orientation, locate 0 plates I/8" from outside edge of a truss and vertical web. o 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 1 e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! 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 o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 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 CRAJ%= L ® HY0RO,A1RO Job Truss Truss Type Oty Ply HORTON 14421344 DRs879D B1 MONO SCISSOR 25 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:42:50 2003 Page 1 I-1-0-OI 5-9-12 I 11-2:! I 16-10-0 1-0-0 5-9-12 54-6 5-7-14 Scab • 1:49.3 3,01 = 9 5 4 6.00 12 20 II 4 5A 9 3 7 20 II qq S 9 axe 3,00 12 n3 2 9 81 S. I d 3.4 5-9-12 I 11-2-2 16-10-0 18.11.12 r 5-9-12 5.4-6 5.7-14 0-1-12 Plate Offsets (X,Y): [3:0-3-0,0-3-01, [5:033,Edge1, [5:0-2-15,0-1-121, [9:0-3-0,OS-01 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(fl-) -0.14 8-9 >999 BCLL 0.0 Rep Stress Ina YES WB 0.81 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 89 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 436 oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 REACTIONS (Ib/size) 5=873/038, 2=872/0-8-0 Max Horz 2=726(load case 4) Max Uplift5=-707(load case 4); 2=-424(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 23=-1924, 3-4=-1048, 4-5=-1048, 5-6=-23, 5-7=55 BOT CHORD 2-9=1737, 8-9=1734, 7-8=-0 WEBS 3-9=109, 3-8=-747, 4-8=-399, 5.8=1355 NOTES (6) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft: TCDL=4.2psf; BCDL=5.Opsf, occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. `C PS, fD5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. QG 13 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 4• / Q!C LOAD CASE(S) Standard j ' •` (••• No. 4.5161 i OSTATEOFItANAL A WARNING - Verj& design parameters and READ NOTES ON 17M AND RET/ERSE SWE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an IndWuol building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibelty of building designer - not truss designer. Bracing shown b for lateral support of individual web members only. Addltbnal temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is Ilia responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-fig Bracing Specification, and HIB-91 Handling Installlnq and Bracing Rocommilin datlon available from Truss Plate institute, $83 D'Onofrb Drive. Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to FOLLOW Could Cause Property 13/1. *Center plate on joint unless Damage or Personal 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, propertysecurelyseat. 4 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each cz w other. O WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; ; Q c) O joint and embed fully. Avoid knots and wane at joint locations. plates from outside edge of d V' _ truss andd vertical web. a O 4. Unless otherwise noted, locate chordsplices I at /4 panel length(* 6" from adjacent joint.) caC, BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 0$ 00 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PI TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016. 019 HYDRO -AIR 0 Job Truss Truss Type Oty Ply HORTON 14421345 DR'879D BGAB MONO SCISSOR 1 1 optional) ACCU-SPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:43:19 2003 Page 1 r-1-0.Oi 5.9-12 1 11-22 1 16.10-0 1-0-0 59.12 5-4.6 5.7-14 Scab" 1:49.3 3.4 = e sx6 e zw It 6.60 F2 2.411 24 II 20 II 4 20 II x II I I 5 9 2x4 II 3 7 a 11 20 II 2x4 II 11 2x4 2.411 e 3xB 2x4 11 z14 a 3.00 u 2 2x4 II y9 t 3.4 5-9.12 11-2-2 16.10-0 16-11.10 r 5.9.12 5.4-6 5.7-14 0.1-10 elate Offsets Y : 3:0-3-00-3-05:0-3-3,Ed a 5:0-2-12 0-1-13 , 9:0-3-003-0 LOADING(psf) SPACING 2-" CSI DEFL in (loc). Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(Q -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 480 Weight: 107 lb LUMBER. BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 436 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 5=873/038, 2=87210-8-0 Max Horz 2= 726(load case 4) Max Uplift5=-707( load case 4), 2=424(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5-0=-23, 5-7=55 BOT CHORD 2- 9=1737, 8-9=1734, 7-8=-0 WEBS 3-9= 109. 3.8=-747, 4-8=-399, 5.8=1355 NOTES (8) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable studs spaced at 2-" oc. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify iC Dr, capacity of bearingsurface. `9 G 1133 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint •" Fla Q 2. 6) Beveledplate or shim required to provide full bearing surface with truss chord at joint(s) 5. T"•' I 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Y 8) Truss Engineer. Junaidie Budiman, PE#45161. Address: 18472 Segovia Cir. N., Pembroke Pines, FL 33331. * N0. 4.5161 LOAD CASE(S) Standard 0 : STATE NAt. A WARNING - VorM design pasamrtem and READ NOTES ON TMS AND RE VERSE SIDE BEFORE USE. Design valid for use only with Mnek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicablilty of design parameters and proper tncoipototlon of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the ovetoll structure is the tesponsib0lty of the building designer. For general guidance regarding fabrication, quaBfy control, storage, delivery, erection and bracing, consult OST-„ Quality Standard, DSO.89 Bracing Specification. and HIB-91 Handling Installing and Bracing Recommendation ovatloble from Truss Plote Institute, 593 D'Onofrlo Drive, Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION t 3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. W„ 'A„ T 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93. 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217. 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke FORM016,019 fit{ @ NMRO-AIR 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 joirTt 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. 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 Truss Truss Type Oty Ply HORTON 14421346 DR2879D BGAB2 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 1-0.01 5.10-6 I 11.2-8 16-10-0 , 1-0-0 5-10-0 5-4-0 57-8 2.411 Scale: 114••1. N 2x4 I I 10 20 II 6.00 F12 9 3x4 i e 2011 7 2x4 Q 2x4 II II 21 2m II 6 5 4 II 24 20 3 11 3 2x4 II x,II 2 1 7x0 0 19 1e 17 to 15 14 13 1 2x4 II 2x4 II 2.411 3x4 = 2" II 2" 11 54 = 34 _ i 8.6-8 16-10-0 8-6-8 8-3-0 late Offsets X Y : 3:0-3-0 0-3-0 13:0-3-00-3-0 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) Vdef1 PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.07 18-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 13-14 >999 BCLL 0.0 Rep Stress Ina NO WB 0.33 HOrz(TL) -0.02 12 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 480 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-9-15 oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 11-12, 8-12 OTHERS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 22. 23 REACTIONS ( Ib/size) 12=764/0-1-8, 2=877/0-8-0 Max Horz 2=708(load case 4) Max Upliftl2=-664(load case 4j 2=-442(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-1210, 3-4=-1136, 4-5=-1034, 5-6=-872, 6-7=-827, 7-8=-795, 8-9=-111. 9-10=-38, 10-11=41, 11-12=-124 BOT CHORD 2-19=992, 18-19=990, 17-18=990, 16-17=990, 15-16=526, 14-15=526, 13-14=526, 12-13=526 WEBS 5-24=-383, 16-24=-417, 16-23=354. 22-23=424. 8-22=542. 8-21=-736, 20-21=-722, 12-20=-737, 10-20=-94, 13-20=-72, 9- 21=27,14-21=7,15-22=129,7-23=-75,6-24=6,17-24=53,4-18=90.3-19=-56 NOTES ( 5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 664 lb uplift at joint 12 and 442 lb uplift at joint p 2. , if- 13 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1;-. 4 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. Q.'1 LOAD CASE(S) Standard ! '•' No. 4.5161 Y SPATE OF AWARNINo - ver(N design pamnileters and READ NOTES ONTffiS AND REVERSE SIDE HEPORE USE. Design valid tot use only with MiTek connectors. This design is based only upon parameters shown, and is tot an individual building component to be Installed and boded vertkolly. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of IndNklual web members only. Additional temporary bracing to Insure stability during consttuctbn is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regotding tobtkatbn, quality control storage, delivery, erection and bracing, consult QS7-ea, Quality Standard, OSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendatlonavaeable from Truss Plate Institute, 583 D'Onohb Dtive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'i. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and securely seat, building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 23- 2. Cut members to bear tightly against each other. o a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate o 6 , Q o_ joint and embed fully. Avoid knots and wane at joint locations, plates 1/8" from outside edge of a y truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I/4 length(+ 6" from C, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. WWI FORM016,019 4tO HMRO, A/R 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 Truss Truss Type Oty Ply HORTON 14421347 DR' 87913 C ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MTek Industries, Inc. Mon Jan 27 15:40:24 2003 Page 1 5-2-4 9.10.0 i 14$12 1 19-" I20-8-0I 1-0-0 5-2.4 4-7-12 4-7-12 5.2-4 1.0.0 Scale - 1:35.1 441 = 6.00 12 2.4,1 2.4 i 3 5 e 2 7 a e 3.4 = Sdt = 3.4 = 9-10-0 19.8-0 9-10-0 9-10-0 plate Offsets (X,Y): (8:0-4-0,0-3-01 LOADING(pso SPACING 2-" CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 88 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-4-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=10=04-0, 6=1000/0-4-0 Max Horc2=161(load case 4) Max Uplift2=-605(load case 4), 6=-605(load case 5). FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 23=-1360, 3-4=-991, 45=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8=1204, 6-8=1204 WEBS 3.8=360, 4-8=531, 5-8=360 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft: TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 2 and 605 lb uplift at joint 6. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard r No.4.5161 o STATE of ; v 9NAL A WARNING - Ve ft design pararsseters and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. Design valid for use only with MRek connectors. This design is based lonly upon parameter shown, and is for an Individual building component to be Installed and looded vertically. Applicability of design parameten and proper Incorporaton of component is responsibility of bullding designer - not truss deslgnet. Bracing shown is for lateral support of Individual web memtiers only. Additional temporary Wocing to Insure stability during construction is the tesponslbllity of the erector. Additional permanent bibcing of the ovetall structure is the responsibility of the building designet. For general guidance tegarding fabtkatbn, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installlna and Bracing Rocommendaflonovollable from Truss Plate institute, 583 D'Onoftio DrNe, Madison, Wl53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicate.othei wise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property W k J2 J3 J4 TOP CHORDS owner and all other interested parties.. T c2 c3 2, Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at eacha*F'or 4 x 2 orientation, locate Q o joint and embed fully. Avoid knots and wane at joint locations. lates/a" from outside edge of a y truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP u o at /4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MfTek/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 00:11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 VIWISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. U;p Mi! MiTeke O FORM01 B4O1 V 1'.1L'0 HYDRO -AIR (9) 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 Truss Truss Type Oty Ply HORTON 14421348 DR1879D CGAB ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries. Inc. Mon Jan 27 15:40:25 2003 Page 1 5-2.4 I 9-10-0 14-5-12 19ao , 20.8.0 tr 1-0-0 52.4 4-7-12 4-7-12 5.2.4 1-0-0 Scab • 1:35.1 4,6 = 4 2w/ II 2.411 6.00 F12 2.4 2z4 G 5 2x4 II 2.411 2.411 11 11 2.411 0 0 II II 2 B y 7 Ia1 2rN II 2x4 II 2a4 II a 2a4 II 2.411 W II 20 II 30- 5.8= 3.4- 9-10-0 19-8-0 9-10-0 9.10-0 Plate Offsets (X,Y): (8:0-4-0,0-3-0], [18:0-",0-M], [19:0-".0-"], [20:0-",0-"], [21:0-0-0,0-"), [22:0-0-0,0-"], [23:0-",0-"], [24:0-0-0.0-"], (25:0-".0-0-0), [26:0-" 0-" LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.05 8 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(fL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Vdefl = 480 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-13 oc purtins. BOT CHORD 2 X 4 SYP No.2D 130T CHORD Rigid ceiling directly applied or 6-10-12oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1005/0-4-0, 6=997/0-1-8 Max Harz 2= 161 (load case 4) Max Uplift2=-607(load case 4), 6=500(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1371, 3-4=-1002. 45=-1002, 55=-1383, 6-7=17 BOT CHORD 2-8=1214, 6-8=1230 WEBS 3-8=360, 4-8=540, 5-8=-378 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=S.Opsf-, occupancy category II; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek 'Standard Gable End Detait' iC [I3l + 4) Gable studs spaced at 2-" oc. G 7il 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. ..• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 607 lb uplift at joint 2 and 600lb uplift at joint ' Q 1 4!. "7 1. 6. 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. t 4 No. 4.5161LOADCASE(S) Standard Y O '. STATE OF t Ct 116.1 A .+• ANAL A W.W G • very design pararrsstess and 1KAD N0rZS ONTffiS AND REVERSE seta BEFOKE USE. ® Design valid for use only with Mlfek connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication• quality control, storage, delivery, erection and bracing, consull OST-BB Quality Standard, DSB-Bit Bracing Spectllcallon, and HIB•91 Handling Installing and Bracing RocommendallonavaBfrb ablefromTrussPlateInstitute, 583 D'OnoDrive, Madison. Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'4 *Center plate on joint unless Damage or Personal Injurydimensionsindicate.otheiwise. 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. k J2 J3 J4 owner and all other interested parties.. I TOP CHORDS 2. Cut members to bear tightly against each T cz C73 other. Q WEBS J5 3. Place plates on each face of truss at eacha4plates For 4 x 2 orientation, locate 3 Q c o joirTt and embed fully. Avoid knots and wane at joint locations. 1 /a" from outside edge of a _ truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from cu C? C6 panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE 512E shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 Y0R0,A1R® Job Truss Truss Type Oty Ply HORTON 14421349 DR2879D D SCISSORS 1 1 optional) ACCU SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 IS Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 3-10-11 7.4-0 10-9-5 l 14-3-0 l i 1-0-0 3-IG-11 3-5-5 35-5 3-5-11 Scab • 1:25.7 4d _ a e.00 rl2 2M = 21,4 s 7 5xs = g 2 l 3.00 F12 iw c 7..8 11 5d z 7-4-0 14.3-0 7.4-0 6.11-0 Plate Offsets MY): 6:0-041Ede 6:0-3-3 0-9-6 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) Udeft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) 0.06 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.16 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.07 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min VdeFl = 480 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-9 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS ( lb/size) 6=638/04-0, 2=742/0-8-0 Max Horz2=141(load case 4) Max Uplift6=-353(load case 5), 2=467(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1539, 3-4=-1190, 45=-1190, 5-6=-1431 BOT CHORD 2-7=1367, 6-7=1243 WEBS 4-7=786, 3-7=-263, 5-7=-142 NOTES ( 6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph: h=25ft; TCDL=4.2psf; BCDL=S.Opsf: occupancy category 11; exposure B; partialVMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 6 and 467 lb uplift at joint V 2. __,......... / F 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 'v. l / 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. j/ C3 •••: LOAD CASE(S) Standard t % No. 4•5161 i oc 0'•. STATE OF .- t` sS% 0RIO''` 1N, 1" 0•\ I, M Aw. mnro - ver•m design pararnetem and Rr-w xoras oN T ms Arm iuva = sma Damm usa. ® Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and b for an Individual building component to be Installed and boded vertically. Apppcoblify 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. Addlfionel temporary bracing to Insure stability duting construction is the tesponsibllity of the erector. Additional permanent br>Scing of the overall structure Is the responsibility of the building designer. For genetal guidance tegarding fabriootbn, quality control. storage, delivery, erection and bracing, consuR OSt-88 Quality Standard, OSI.89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onotdo Ddve, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3i. * 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.. I TOP CHORDS 2. Cut members to bear tightly against each a C73 other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a ,, ; Q 0 o joint and embed fully. Avoid knots and wane at joint locations. plates 1/8" from outside edge of a y V truss and vertical web. o amooo 4. Unless otherwise noted, locate chords lacesP 1/4at panel length(+ 6" from adjacent joint.) ca, c, c BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeko engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 oANo-tiaL ® MYDRO,A/R® i Job Truss Truss Type Oty Ply HORTON 14421350 6R2879D DGAB ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 1 D o 7r3-0 14-8-0 1-0-0 7-4-0 7-4-0 Scale • 1:25.6 3 2.411 e.0o 12 2x4 II 20 II 4 2 a 2.411 2xa II 5 2x4 II 2x4 II 3x4 _ 20 II U4 _ 7-4-0 14.8-0 7-4-0 7.4-0 late Offsets X Y : 10:0-" 0-0-011:0-0-00-" 12:0-0-00-0-013:0-0-00-" LOADING(psf) SPACING 2-0- 0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.02 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(fl-) -0.07 45 >999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 480 Weight: 65 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-1 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=671/ 0-1-8, 2=774/0-8-0 Max Horz 2= 141 (load case 4) Max Uplift4=-377(load case 5), 2=-482(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-731, 3-4=-725 BOT CHORD 25=646, 4- 5=646 WEBS 35=143 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. , f 5) Provide mechanical connection ( by others) of truss to bearing plate at joint(s) 4. pILE 13 2 (Y ) bearing Pa 9 P 1 P j lF/• 6 Provide mechanical connection bothersoftrusstobearinlatecapableofwithstandin377lbupliftatjoint4and482lbupliftatjoint • , 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. G fit`• LOADCASE(S) Standard t • N0. 0161 "• f*• STATE OF L ZORIO.. A"' ANAL A wmmm - v r{ jy design pa,anwitem and R&4D Nams oN rms Alm Ravwm sma oxmm um. Design valid tot use only with MiTek connectors. This design If based only upon parameters shown, and b for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component b tesponslblitty of building designer - not truss designer. Bracing shown If lot lateral support of Individual web members only. Additional temporary bracing to Insure dablBty during construction Is the tesponslblllty of the elector. AddlWnal permanent biblcing of the overall structure Is the responsibility of the building designer. For general guidance tegaiding fabrication• quality control storage, delivery, election and bracing, consult CST-aa Quality Standard, DSB-89 Bracing Spectflaation, and HIB-91 Handling Installinq and Bracing RecommendallonavaUable from Truss Plate Institute, 583 D'Onohb olive. Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1'i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All 0 For 4 x 2 orientation, locate 0 X plates/e" 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 18 J7 J6 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 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, 401 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. j 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM01 B.01 V HMRQ,AIR I& Job 14421351 dR2879D DGAB2 ACCUSPAN-TH, LONG1 1-0-0 MONO VAULT Industries Inc. 1.18-0 WII iw 2003 Pagel 7.6-0 7.6-0 14-" 7-2-0 Plate Offsets X Y : 3:0-2-8 0-3-0 LOADING (psf) SPACING 2-M CSI DEFL in loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.11 6 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) 0.18 2-6 960 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.08 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 95 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=763/0-1-8, 5=680/0-1-8 Max Horz 2=621 (load case 4) Max Uplift2=-076(load case 4), 5=594(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1326, 3-4=-0, 45=-257 BOT CHORD 2-6=1208, 5-6=1180 WEBS 3-6=724, 3-5=-1311 BRACING TOP CHORD Sheathed or 3-4-13 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. WEBS 1 Row at midpt 4-5,3-5 NOTES (8) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face). see MTek 'Standard Gable End Detail' 3) Gable studs spaced at 2-M oc. 4) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSIfTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 2 and 594 lb uplift at joint 5. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 8) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard NO. 45161 O : STATE OF : r AJ s oR o,,* AWARMNO - VerjN design pasanseterm and READ NOTES ON TMS AND REVERsd SWE BEFORE use. Design valid tot use only with Welt connectors. this design Is based only upon parameters shown, and Is lot an individual building component to be Installed and loaded vedicalty. Applicability of design parameters and proper Incorporation of component Is iesponslbllRy of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web member only. Additional temporaty bracing to Insure stability during conshuction Is the tesponsiblllty of the etectot. Additional permanent bracing of the overall structure Is the responslblitty of the building ctesignet. For genetol guidance tegarding fabrlcallon, quality control, storage, dellvety, election and btactng, consult CST -„Quality Standard, DSB-119 Bracing Specftallon, and NIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute. Sea D'Onofrb DrNe, Madison, Wl5371 V. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint.un ess 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, propertysecurelyseat. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73- 2. Cut members to bear tightly against each c2 other. o WEBS J5 3. Place plates on each face of truss at eacha4plates For 4 x 2 orientation, locate i , ; , ; ¢ o joint and embed fully. Avoid knots and wane at joint locations. I/8" from outside edge of a _ truss and vertical web. o a 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" from ce C, u 10 panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 GAMO-NAIL @ MYDRO,AIR dob Truss Truss Type Oty Ply HORTON 14421352 OR'2879D E ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MTek Industries, Inc. Mon Jan 27 15:40:28 2003 Page 1 1-0-0 4.2-0 8-4-0 94D 1.0.0 4-2-0 4-2-0 1-041 scare • 1:17.0 qe = 3 6.00 rl2 4 2 Li 5 I 1 2,411 8 2a4 = 20 = 4-2-0 8.4-0 4-2-0 4-2-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) -0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.01 5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 480 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=464/1-4-0, 4=464/1-4-0 Max Horz 2=-86(load case 5) Max Uplift2=-309(load case 4), 4=309(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=372, 3.4=372, 45=17 BOT CHORD 2-6=326, 4-6=326 WEBS 3.6=77 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=250; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 2 and 309 lb uplift at joint 4. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard ptF- BUD iF C4 t No. 45161 t o dSTATE0 .. OF AWARNINO - Ver(& design parameter and READ NOTES ONTWS AND REVERSE SIDE BEKIRE 111M. Design valid for use only with Mltek 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 brbclng of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivety, erection and bracing, consulf OS'f-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 and menHandlingInstallingaBracingRecommendationavailable from Truss Plate Institute, 5a3 D'Onofrlo Drive, Madison, WI 53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION ' Failure to Follow Could Cause Property 13/' * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. 4 J2 J3 J4 owner and all other interested parties.. TOP CHORDS EC 2. Cut members to bear tightly against each cz other. 1' Place plates on each face of truss at each iFor4x2orientation, locateO a , ;¢ XrJ53. joint and embed fully. Avoid knots and wane plates from outside edge of CL at joint locations. dtrussand vertical web. 0 a o 4. Unless otherwise noted, locate chordsplices at panel length(+ 6" from adjacent joint.) uC, C6 BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4001unlessotherwisenoted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM019, 019 HYDRO -MR® Job Truss Truss Type Oty Ply HORTON 14421353 dFt2879D E1 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:44:02 2003 Page 1 1-041 4-2-0 7.0.0 1-041 4-2-0 2-10-0 44 = scab • 1:18.4 3 B.oB F,2 4 2 ff l 1 2.4 2x4 11 8 5 402 II 4-2-0 7-0-0 -3-8 4-2-0 2-10-0 0-3.8 Plate Offsets X Y : 4:03-3 0- 6 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) 0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(fL) -0.04 1 >331 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) Ist LC LL Min Well = 480 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 8 SYP No.2ND 1-9-8 REACTIONS (lb/size) 4=319/0-3-8, 2=416/0-1-8 Max Horz2=98(load case 4) Max Uplift4=-169(load case 5} 2=-284(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 23=368, 3.4=375 BOT CHORD 2-6=260, 5-6=260, 45=260 WEBS 3.6=84 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf-, BCDL=5.0psf-, occupancy category If: exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 4 and 284 lb uplift at joint pp2. 5) Truss Engineer. Junaidie Budiman, PEt145181. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard ,V :'`Q1 F C,9:•, "7A_ v6F• • r No. 4.5161 Y STATE OF A WARNlNO - Vsr(N design parameters and READ NOTES ON Tffi8 AND REVS = SIDE BEFORE USE. Design valid for use only with Mlfek connectors. This design Is based only upon parameters shown, and b tot on IrldWuol building component to be Installed and loaded vertically. Applicablltty of design parameters and proper Incorporation of component Is iesponsibBlty of building designer - not buss designer. Bracing shown b for lotetal support of individual web members only. Additional temporary bracing to Insure stability during construction b the tesponsiblllty of the etectot. Additional permanent bracing of the overall structure b the iesponslbBtty of the building designet. For general guidance tegaiding fabrication, quality control, storage, delivery, erection and bracing, consult CST-8B Quality Standard, OSB-89 Bracing Specification. and HIB-91 Handling Indallina and Bracing BocommmWallon ava4ablefrom Truss Plate Institute, S83 D'Onoftlo DtNe, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 14- t3/1. * Center plate on joint. unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. 8 TOP CHORDS 2. Cut members to bear tightly against each cr a other. o JS WEBS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q o joint and embed fully. Avoid knots and wane at joint locations, plates/e" from outside edge of a V truss and vertical web. a o 4. Unless otherwise noted, locate chords laces Pat I/4 length(' 6" from ca C, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 MANO-MAIL ® iffOR0, 4/RO Job Truss Truss Type Qty Ply HORTON 14421358 15F22879D FG ROOF TRUSS 1 2 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:33 2003 Page 1 3-9-7 7-M 10-9-5 1 12-9-6 1 16-57 l 205-0 1 1 3-9-7 35-15 35.15 2-0-1 3.8-1 3-11-9 Scab • 1:33.3 2s4 II hm = 7.8 = ad = a's = !Pe = 44 _ t 2 3 4 5 5 7 3.- 13 12 E 93.4- 8 3.4 = 44 74 5 9 = 2x4 11 3-9-7 7-M 10-9-0 v4p-5 12.9-0 1219§ 16-5-7 205-0 l 3-9-7 35.15 3.5-10 0-0-5 1-11-11 0-0-6 3$1 3-11-9 Plate Offsets X Y : 3:0-4-00-4-8 10:0-2-8 0-3-0 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.05 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(fL) -0.06 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.02 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 480 Weight: 278 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-" oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 640-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1- 14 2 X 6 SYP No.2ND, 7.8 2 X 6 SYP No.2ND REACTIONS ( lb/size) 14=4388/0-M. 8=2999/0S-0. 10=3841/0S-0, 11=6986/0-3-8 (input: 0-3-0) Max Horz 14=-151(load case 2) Max Upliftl4=-2786(load case 2), 8=-1893(load case 2), 10=-2415(load case 2); 11=-4427(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1-14=-1588, 1-2=0, 2-3=-3747, 3-4=-3144, 4-5=1705, 5-6=1069, 6-7=-1843, 7-8=-2962 BOT CHORD 13-14=3747, 12-13=3144, 11-12=-1705, 10-11=-1069, 9-10=1843, 8-9=0 WEBS 2-14=-4657, 2-13=-382, 3-13=754, 3-12=-3572, 4-12=6065, 4-11=-6098, 5-11=-1048, 5-10=-1701, 6-10=-3580, 6-9=-1222, 7- 9=2253 NOTES ( 7) 1) 2-ply truss to be connected together with 1 Od Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed left DOL=1.33 DOL=1.33. endverticalandrightexposed;Lumber plate grip 3) Provide adequate drainage to prevent water ponding. Q Li •• 4) WARNING: Required bearing 11 input bearing ' '9j;" /ji sizeatjoint(s) greater than size. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2786 lb uplift at joint 14, 1893 lb uplift at joint Y 2415lbupliftatjoint10and4427lbupliftatjoint11. 6) Girder carries tie-in span(s): 23-2-0 from 0-0-0 to 205-0; 17-" from 04)-0 to 20-5-0 NQ, 4J 1 &# 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. K. Pembroke Pines, FL 33331. -0 w LOAD CASE(S) Standard '. STATE OF j 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 0 • / Uniform Loads Vert: 1-7=-=- •••••(O R `Q 892.8, 8-14=-20.0 (r •AA. lr...••• L AWARMh1O - verJ& design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. App4cabBlty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-68 Oualtly Standard, DSO.89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing ReoommendationovaOable from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to FOIIOW Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS a ru 2. Cut members to bear tightly against each other. o Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i t o joint and embed fully. Avoid knots and wane at joint locations. plates I/8" from outside edge of a truss and vertical web. o a 4. Unless otherwise noted, locate chord splices I/ 4caMYu o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in A J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016.019 HYDRO -AIR t Job Truss Truss Type Oty Ply HORTON 14421359 6Ft2879D J ROOF TRUSS 6 1 optional) ACCUSPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:34 2003 Page 1 1-0-0 7-0.0 1-0-0 7-0-0 a Scale • 1:20.3 6.00 17 7 2w = 7-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC OA7 Vert(TL) -0.30 1 >49 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 480 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc purtins. BOT CHORD 2 X 4 SYP No.20, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=242/Mechanical, 2=418/0-4-0, 4=68/Mechanical Max Horz 2=291(load case 5) Max Uplift3=-010(load case 5). 2=-174(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 310 lb uplift at joint 3 and 174 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PEf145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard E 13 t ' No. 4.5161 i0': STATE OF 0 R AAsr.•. rr•s' O•f L AWAJUMG - Vert& design paramstem and READ NOTES ON TffiS AND REVERSE SME BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and If for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component b responsibility of building designer - nor truss designer. Bracing shown b tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regothing fabrication, quality control, storage, delivery, election and bracing, consult QST•88 Quality Standard, OSS-89 Bracing Specification, and HIS-91 Handltna Installlnrr and Bracing Rracornm4wWatlonavaSPlate ablefromTrussInstitute, 593 D'Onofrlo Drive, Madison, WI53719. MiTek® 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„ 0 0 For 4 x 2 orientation, locate plates/a" 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 MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 492210 1 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® p F , Wit{ @ FORM018.019 a'^wL @ HMRD,AIR® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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. r yob Truss Truss Type Qty Ply HORTON 14421360 bF22879D K ROOF TRUSS 3 1 o tional ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:35 2003 Page 1 1-e-0 _ 5-0-0 , 1-0.0 5-0-0 3 Scab • 1:15.7 6.00 12 2 1 4 2x4 5-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(fL) -0.10 1 >144 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 480 Weight: 18 lb LUMBER 13RACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D 130T CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (Ib/size) 3=165/Mechanical, 2=327/0-0-0, 4=48/Mechanical Max Horz 2=212(load case 5) Max Uplift3=-218(load case 5), 2=-157(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 23=60 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft: TCDL=4.2psf; BCDL=5.Opsf; occupancf category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint 3 and 157 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PEtt45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard it pp r No. 4.5161 103 STATE 1VAL AIVARNINO - Ver(y design parameter and READ NOTES ON TWS AND REVERSE SWE BEFORE USE. Design valid for use only with MITek connectors. This design is based'only upon parameters shown, and is for an IndWuol building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responslbBtty 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. Atltlttbnal permanent brbcing of the overall structure is tho responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QS11.88 Quality Standard, OSS-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendatlonavattb oblefromTrussPlateInstitute, 583 D'OnoftDrive, Madison, WI53719. MiTek® 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. T 0 0 For 4 x 2 orientation, locate plates I /e" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke FORM016,019 Z&@ HMRO,A/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or 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 Truss Truss Type City Ply HORTON 14421361 DR2879D Kt ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MTek Industries Inc. 5.000 s Jul 23 2002 MTek Industries, Inc. Mon Jan 27 15:40:36 2003 Page 1 5-0-0 f 5-D-0 2 sw• • t:rs,e 6.00 ri2 1 7 Z 5-0.0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) n/a - Na M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(fL) -0.03 13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) Ist LC LL Min Vdefl = 480 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 1=224/0-4-0, 2=177/Mechanical, 3=48/Mechanigl Max Horz1=199(load case 5) Max Upliftl=-93(load case 5), 2=-222(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 13=0 NOTES ( 4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 1 and 222 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 13UQ t • No. 4.5161 ,k e O ; SPATE OF ss% idi.' A WARNDITO - Deryk design parameters and READ NOTES ON TMS AND REVERSE SME BEFORE USE. Design valid for use only with Mliek connectors. this design Is based only upon paramoters shown, and k for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper incorporation of component Is responslbBlty 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 B 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, consue OST-88 Quality Standard, OSB-e9 Bracing Speclfbatlon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss date Institute, 593 D'Onofrb Drive, Madison, WI 53719. M iTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 * 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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 c other. o WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i ,; ; Q U '' o joint and embed fully. Avoid knots and wane at joint locations. plates 1/8" from outside edge of a _ truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" frompanel adjacent joint,) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019"^L°" MYDRD,A/R® Truss Type 14421362 ROOFTRUSS FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 LOADING (psf) SPACING 2.041 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(fL) -0.02 1 >869 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fl-) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 480 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-M oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=82/Mechanical, 2=242/0.4-0, 4=28/Mechanical Max Horz 2= 1 33(load case 5) Max Uplift3=-125(load case 5). 2=-147(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-0=30 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf: BCDL=5.Opsf; occupancy category II; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed :Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 3 and 147 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard Scale gyp E 8lj4 No. 4.5161 s 0 STATE OF r cS n L 0 R IDA. 7 Q wAmNo - vwft &sfyn pw metem and mw Noms oN rms AND RET/ERss swic 96PORs um. eiiniiiii ® Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is lot an individual building component to be Installed and loaded vertically. Applicabplty of design parameters and proper Incorporation of component is responsibility of building designer - not huts designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure slabiUty during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is fire responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-aE Quality Standard, DSB-BO Bracing Spectlleation, and NIB-91 MiTek® Handling Installing and Bracing R000mmlendb atlonovallabfromTruss Plate Institute, 583 D'Onofrio Drive. Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 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.. i TOP CHORDS 2. Cut members to bear tightly against each cz c3 other, o WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 , ; , ; Q o_ joint and embed fully, Avoid knots and wane at joint locations. plates I/a" from outside edge of a truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I /4 length(* 6" from ca C? C panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 P J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. 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 MiTek® engineer. 15. Care should be exercised In handling, PAPSNEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORMOI 8,019 L HYDRO -AIR Sob Truss Truss Type Oty Ply HORTON 14421363 SR'2879D L1 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 30-0 21 3-0-0 Scab • 1:10,3 e.0o 12 t 3 4 = 3-0-0I 3-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) Na - Na M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 480 Weight: 10 Ill LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-" oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=130/0-4-0, 2=103/Mechanical, 3=28/Mechanical Max Horz 1=120(load case 5) Max Upfift1=52(load case 5). 2=-131(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 13=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; occupancy category II; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 1 and 131 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard It c No. 4.5161 STATE of OR aL A WARMNO - Ver jfy design pararneten and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mlfek connectors. This design It based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertlaolly. AppflcobMy 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. Addttlanai temporary bracing to Insure stability during construction is the responslblllty of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, dellveiy, erection and bracing, consull CST-aa Quality Standard, DSB-Bo Bracing Specification, and NIB-91 MiTek® Handling Installing and Bracing Recommendation ovollable from Truss Plate Institute, 593 D'Onofrla Drive, Madison, WI5371 C. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 * Center plate on joint unless Damage or Personal 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, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each cz a other. o WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i „ , ; , ; Q o joint and embed fully. Avoid knots and wane at joint locations. plates I/a" from outside edge of a truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I /4 length(' 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 401 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORMO16, O1V MMRO,AZR0 I lob 1 Truss 14421364 aR2879D M ACCUSPAN-TH, L ROOFTRUSS zN = LOADING(psf) SPACING 2-0-0 CSI DEFL in loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(rL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 480 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-M oc puffins. BOT CHORD 2 X 4 SYP No.2D 30T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-1 1 /Mechanical, 2= 17310-4-0. 4=10/Mechanical Max Horz 2= 71 (load case 4) Max Uplift3=-01(load case 5), 2=-154(load case 4) Max Grav 3=31 (load case 4), 2=173(load case 1), 4=10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 154 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembmi(e Pines, FL 33331. LOAD CASE(S) Standard No. 4.5161 STATE OF AWARMNO - VerM design parameter: and READ NOTES ON IMS AND RE VERSE SIDE BEMJW USE. Design valid for use only with Mllek connectors. Thb design b based only upon parameters shown, and b lot an IndWuol building component to be Installed and loaded vertically. AppBcobMly of design parameters and proper incorporation of component b iesponslblpty of building designer - not truss designer. Bracing shown It for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblilty of the erector. Addltbnal permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB•91 Handllna Irutollina and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl5371 V. se'l.e 111111I MiTeke Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches: Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c7 23- other. J50WEBXQ 3. Place plates on each face of truss at each For 4 x 2 orientation, locate h, s ;Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of c o d ' V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at 14 length(+ 6" from cu C, cb panel adjacent joint,) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in A J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MtTek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, oeoounlessotherwisenoted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019 aAAa-runrL ® #fMRO, A/R® r .. •r .i Truss M1 IROOF TRUSS 14421365 TH, LOADING ( psf) SPACING 2-M CSI DEFL in loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 480 Weight: 3lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-" oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS ( lb/size) 1=45/0-4-0, 2=35/Mechanical, 3=10/Mechanical Max Horz 1=42(load case 5) Max Upliftl =-1 7(load case 5), 2=-46(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14 BOT CHORD 1-3=0 NOTES ( 4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip COL=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 17 lb uplift at joint 1 and 46 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. LOAD CASE(S) Standard scal, No. 45161 Jz 0 : , STATE OF toR1040!% AIVAP- WNO - Vert& design panxnaeterm and READ NOTES ON77M AND REVERSE 1SLDE BEFORE USE. roon!® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotpototlon of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbeing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult OS11-88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 M iTek® HandlingInstallingandBracingRecommendationovalloblefromTrussPlateInstitute, 593 D'Onoftlo Drive, Madison, WI5371 V. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 0110- 13/1. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each c2 c other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a L¢ O joint and embed fully. Avoid knots and wane at joint locations. plates from outside edge of a y u truss andd vertical web. a o 4. Unless otherwise noted, locate chordsplices 4 atpanel length(+ 6" from adjacent joint.) ceCl- u BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt JB J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 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 MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019 onruo- L ® HY0R0,A1R@ Truss ITruss R2879D is I ROOF TRUSS 14421366 FL, MiTek Industries Inc. 1.5-0 5-25 - -- 9-10-13 ZK4 = 2003 Pagel ScalaI. r LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-" Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 CSI TC 0.59 BC 0.43 WB 0.38 Matrix) DEFL in (loc) Vdefl Vert(LL) 0.05 6-7 >999 Vert(TL) -0.08 6-7 >999 Horz(TL) 0.01 5 n/a Ist LC LL Min Vdefl = 480 PLATES GRIP MII20 249/190 Weight: 42lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD 2 X 4 SYP No.2D 30T CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=311/Mechanical, 2=523/0-5-11. 5=429/Mechanical Max Horz 2=367(load case 2) Max Uplift4=-069(load case 5), 2=-292(load case 2), 5= 212(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-942, 3-4=76 BOT CHORD 2-7=863, 6-7=863, 5-6=0 WEBS 3-7=166, 3-6=-941 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 369 lb uplift at joint 4, 292 lb uplift at joint 2 and 212 lb uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PEdd45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Inuease=1.33 iV 13 Uniform Loads (plf) Vert: 1-2=-74.0 D Q j,'•s Trapezoidal Loads (plf) Vert: 2=-4.4-to-4=-183.1, 2=0.0-toy=49.5 t ' P10, 4.5161 STATE OF .° o io,1. A wARmo - verm design pa,amietem and Rmw Norss ox rffis.um Rdsvausa sms BEFORE uses. see Design valid for use only with MiTek connectors. This design h based only upon parameters shown, and is for an Individual building component to be Installed and loaded verllcolly. Applicability of design parameters and proper Incorporation of component is tesponslbility of buUding designer - not truss designer. Siccing shown is too lateral support of Individual web members only. Additional temporary boacing to Insure stability during construction is the responslblllty of the erector. Additional permanent bracing of the overall structure b the iesponslbplty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuS CST-88 Quality Standard, DSS-89 {racing Specification, and HIS-91 MiTek® Handling instattlna and Srocing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, Wi 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 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. pia J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73 2, Cut members to bear tightly against each c2 other. 0 WEBS J5 cc 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a ,n ; ¢ 0 o joint and embed fully. Avoid knots and wane at joint locations. plates I/B" from outside edge of a truss and vertical web. o 4. Unless otherwise noted, locate chords laces I/ 4at panel length 6" from adjacentjoint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in A J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and site, and X perpendicular slots. In all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, JIM PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. 4CLIP FORM018,019 awow u® #fMRO,AZR® 1 L1 J' 1 17 S B1 B1 L B1 K Bl A7 B1 A9 B1 A11 B1 O A B1 O A B1 O A B1 : A B1 A B1 ry A B1 PP Q A B1 0 A B1 A B1 I A B1 r A B 1 r—I I J A B1 A B1 I z A B1 I A B1 I A B 1 L7 I I A B1 I A B1 I AII U MID tar-,- El CGAB E 12-8-0 BRIG. IN ENTRY 4 ,I I 8-4-0 I ir1: ALL E PBEARINGWALLSTOBLACED L I PLY HGR ,CT-('—E!!--—REVI--EW ALL — SPAN DIMENSIONS--BRG WALLS I1 ---------- PRIOR TO SETTING TRUSSES.. 110. d 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS: L- — - - —WALLS SHOWN ARE TO BE BE - • L 3 PLY HGR. I -SIGNED APPROVAL- X JOB NUMBER: DR2879D DATE: 5-23-01 0BRG.BLOCK LOAD SHINGLES CCU SPAN CUSTOMER: D.R. HORTON 407-321-I440 BY: T.H JOB NAME: 2879 "D" ELEV. a g c') In pq o . I 0 I 23- -0 2 U O T24 N w w T2 n T211 w T2 ZD T 2 I— O T2 T 24F T2 T2 I I T19. u N O T19 NC T19 N DU CL w A/ T19 A SEI T19 n Z cs T"- vNi a c 119 w 119 19 y FLOOR TRUSSES TO BE 8-0-0 BRG. Y a L TE: • ..PLACEMENT MAY VARY E TO FIELD CONDITIONS C PLUMBING ECT. INSTALLATION GUIDE 0& 1 Lis v AD z A s-T- T=19 --M H OZ AA w- N 19 8 0 TRIM IT FLOOR' SYSTEM 11N14F h N c: ALL BEARING WALLS TO 8E PLACED - - I J•L 1 PLY HGR. REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I PRIORTOSETTINGTRUSSES.. d 2 0L'f HGR. 'ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS 1 WALLS SHOWN ARE TO BE BEARING.. I I J d 3 Pl'('.HGR, SIGNED APPROVAL: X JOB NUMBER: DR2879". ,DATE: CCUSPANCUSTOMER: D.R. HORTON 407- 321-1440 BY: T.H JOB NAME: 2879 EI.EV. 1 /. PLOT PLAN DESCRIPTION: A PARCEL IOF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, ;SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROUGH 29; THENCE RUN N00'25'30"E A DISTANCE OF 89.73 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 3.38 FEET; THENCE RUN N00'25'29"E A DISTANCE OF 195.00 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 240.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89'33'46"E A DISTANCE OF 50.00 FEET; THENCE RUN S00'25'29"W A DISTANCE OF 115.95 FEET; THENCE RUN N89'17'34"W A DISTANCE OF 50.00 FEET; THENCE RUN N00'25'29"E A DISTANCE OF 115.72 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES t. ROSE HILL PHASE II POINT OF BEGINNING S89'33' 46"E LOT 5 I LOT 6 50.00' S89'33'46"E 240.00' PROPOSED LOT 8T w DRAINAGE TYPE A e Ln L6N I O I PATIO'. o 0 z 1O 5.0' 5.0 40.0' PROPOSED LOT 7 LL1 PROPOSED Cy) N MODEL 2879 FINISHED FLOOR S89'33'46"E Eri N ELEVATION=48.2 o L.Tw 3.38' o n LoO i,') yl-) z Ln N 1` Cn 40.0' O Go d z n 5.7' n 5.0' 4 7' 19.6' 5.0' POINT OF ortiv'." COMMENCEMENT II II LOT 25 osS n-- - t0' UTILITY EASEMENT`:;: BAKERS CROSSING PHASE I PLAT BOOK 60 3PACES27-29 ' N89'17'34"WI 1.0HIO DIN 50.00' I O, BUILDING SETBACKS Pi 58.01' 1 443.17' T R SLAB -EL QT EIR(W,NFRONT: 25' Jln REAR: SIDE: 2°' 5' MUST BE 16" ayEoRoSAY CORNER: I15'DMINIMUMLOTWIDTH50' Of AWACEN i ROA R NiWAY EsSOTHERWISE APPROVED PREPAREDFOR: D. R. HORTON LOT 8 CONTAINS 5792 SOUARE FEET t THIS STRUCTURE CONTAINS 2107 SOUARE FEET t TOTAL CONCRETE 544 SO. FT. f TOTAL SOD 3141 SO. FT. t 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 8 AS BEING N89'33'46" W PER PLAT. DATE: SCALE: I" = 30 FEET APPROVED BY: WRM JOB NO. ASM40135 DRAWN BY: REVISED: S h BOUNDS 05/05/03 SDO T PLAN 3-11-03 CKB PROPOSED a, LOT 9 N Ln 0 O Ln 6 p6j501. 18 CENTERLINEO V RIGHT-OF-WAY 1" = 30' GRAPHIC SCALE 0 15 30 NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. LEGEND BUILDING SETBACK LINE MLW CENTERLINE POO RIGHT OF WAY LINE POL PCC A PROPOSED PROPOSEDELEVATION POC ORPROPOSED DRAINAGE FLOW PD O CONCRETE IN L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PC PR PERMANENT REFERENCE MONUMENT PI PCP PERMANENT CONTROL POINT PRC P) PER PLAT PT M) MEASURED TYP CALC) CALCULATED A/C FND FOUND CBW C/ W CONCRETE WALK RP S/ W SIDEWALK R CP CONCRETE PAD CS PB PLAT BOOK C PGS PAGES R/W NG NATURAL GRADE ORB SO, FT. SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8y639.3 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- ( 407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POI NI ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINI OF CURVATURE DENOTES POINT OF INIERSECIION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETESLAB CHORD LENGTH RIGHT- OF-WAY OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. r FOR THE FIRM EMORY E. COW-, PSM #4403 DATE 11•- Nz, r i-z . ONE gr v000 CONCRE ii OR vALLK BCTvCENDBUCKt Svc, B) OTHERS' HASONRY UPC-INC MAS'T. CPENInG 6T OTHERS 6: CTHEP.; CALK SETVEEN VINDOV FL a WOOD UEr. BUCK. ' 1-1/!' MIN. a EMBEDMENT WSiALLATA AANCHOR]/16' DIA. TAPCON STUCCO J By OTHERS AS REO'D. SHI1/4* 1/a' NA MAX.CR PIMCTCRJ/ SEE NOTES) CAULK By OTHERS fLANGE TYPE VINDOV FRANC. RIG10 VINYL HEADER GLAZ( n0 EGAD TTPJu GLASS DV TTP•) (SEE NOTES) B. V BUCK WIDTH) INSTALLATION ANCHOR a<. Br WOOD 3/16' OIA. TAPCON BUCK Br OTHERS SHIM A; RCO'D. RIGID VINYL 1/ 4' MAX. GLAZING BEAD (SEE NOTES) TIP.) GLASS TIP. XSCC NOTES) oIaEDMENr C> ST 0 Br inERS C? O FLANGE TYPE vWDOv FRANC JAMB CAULK BETVEEN viNDOv FLANGE PERIMETER J o a VOCD EvCr. CAULK BY OTHERS V. V. IOH0 1 (VINDOV vIOTH)- Ex BUCK CAULK SETVCEN VINDOW HEIGHT) FLANGE a PRECAST SILL V/ VULKEM 116 ADHCSIVE CAULK. OR APRV'D. Ea. SECTION B—B Vc NGE TIPC PCRIMCTERDOV FRANC CAULK By OTHERS I W. W.'-I ECASi SILL J Av DTucPS ZA, Not' SSECTION IA —A A B c I) SH- AS REO'D At EACH INSTALLaT1pN ANCHOR. uAx ALLG'w:ELE I- SHII/ SIACXtoBC1/4'. I] , Z) vnNO0* FRAuE u TERIAL: Aluuwuu ALLOY 5063 r_ 3) INSTALLATIONANCHOR, uuST BE Or SUrFKtCNT Lt M. t0 XC`•IEvE IN. CuEEOuENi Or t-I/a' INTO uA50NRr OR CONCRGE. a) USE SILICOra ZEO ACRYLIC CAULK BEHIND wwDOw FLVIGE AT M.C•0 t< JANES SILL uUSt EC ATTACMCO TO THE MSTRATE -I., B WLKEV 116ADHESIVECAULKORAPPROvEOEOISAL. SI USE 51 CONIZEO ACRYLIC CAULK FOP. P£RIuE;ER SEAL ARCUHG W.H EXr.R:G.. OF m 00G FLaNGE. Y _ 6) IF EXACT *INDOw SIZE IS NOT LIVED IN ANCHOR. CHART. LASE ANICHI)i. C'JANTIIY LISTED WITH NEXT LARGER SIZE FOP, APPRGP4aTE OESICN PFESSUPE FEO-O 7) GLA_ S t-KKNCSS — WARY PER THE EEOL'IF.ELCNTi 0; AST. E1300 GLaSSCHARTSB) LETTER '_ E SIGNArtONS ON THE TAPCON LNY.Ai1CN OnaPi INHERE iA- )wCHGFS AFE t0 EE wiiAlLE WHEN ui-C i-E I I 1 I EXiER10=-LE`JATION AS A KEY 9) ALL FAC-,cp, APPLIEO TOLES NOT DcSIGNAtE:J FOR Tfa•EN ' ANCHOR SHOULO EE r1V_Ei6 wM pSCRCN: r.: S.JFFC:C•,: I. - t0 PRNE:_ NIN I/- w ENEE JUENIi IN;; -'AVJ EUC/ i• — 10 . I RI A 0 _ . LO_R) :::0 .c.:Ic: SINGLE RU+.r Ic k A:- :-15PRINT iC1=P:IES i? F:YJF.IIJA :{:nL'?_i: Ti Gi _ ION SE- cESAA.G'.E Hu:.O.SI I r• i I \,,,/ I! V nor. IOq -° G-- ; rJl.•if r Y I I N •; CAULK BEtVCCN VODD BUCK a MAS'TAIPENING BY OTHERS CONCRETE OR MASONRY OPENING BY ETHERS 3) SIZE NOT ou1LAELS IN ICOO OP. ISCO SEFiES RNATIONAL. INC FLORIDA EXTRUDERSIsNFORD. FLOPIDA TITLE: INSiA'_ I_Ai;_r) Clci--- c l_ HUNG T• N = S ! 000 I W O I- [000 DRAW-N H`.': i APPROVED S : ATE:iiJ/ fl=/T;I_CALE..-_ 11)1•;'-. `L=XIJ:)1 tT a CAULK BETvEEN V INDDV FIN L SHEATHING INSTALLATION ANCHOR N8 vOOD SCREv - STUCCO _ BY OTHERS T VINDOvHEIGHT I' MIN. EM3EONENT SHEATHING TV" BY vpppBrOTHERSByOTHERS SHIM AS REO'D. PCRIK TERCAULK BY OTHERS _ GLAZING (T YP.) SEE NOTES) PERINE IER CAULK Sr Oi HERS iNSiALLA ANCHOR C'00 SCRE V VINDOV VIDTN r 1/A' MAX SHIM SPACE SHIM AS RCO'D. TVO BY VOOD SEC NOTES) STUD BY OTMERS SEE NOTES) CF . ' i I / n FLOC i SHIM•SPACC t CTL`L+ F1.41 T1, `_'.. - .. .(+ LAZINO.(TES) .. y7 ;( SEC IOrfU - I . FIN TYPEVIMDalv FRANC HEADER i JGLAZING FIN TYPE TYPJ I VINDOV FRAME SEE NOTES) vMDOv - - .. JAMB vIDTH PCRIMETER CAULK A / BY OTHERS 8 8 2A• O.C. MAX. (TYPJ EOUALLY SPACC VINDOV ANCHORS (TYPJ ICIGHT T — P I JL TYPJ 6' MAX (TYP.) FIN TYPEV ELEVATIONVINDpvFRAME sl LE SILL STOOL VIEWEO FROM EXTERIOR 31 OfHERS IUD S. VGOD 31 O-ERS TiuCCC I 'iUII 2r DT-E+: CAULK. 3f TyrrN V iN?D•' FIN S_E_.. A r. 31 DT ._?: MIN I I 1' MIN -' E MBEDMENT l '}^•: SHEATHING• ... CFC; BYOTHCRS•: a.•: I Of. VAfINJ100v FINvEEN . L SHEATHING INSTALLATION ANCHOR 98 VOOD SCREV STUCCO - BY OTHERS OTHERS , SECTION B-B 1) SHIM AS REO.O. AT EACH INSTALLATION ANCHOR. I MAX. ALLOWABLE SHIM STACK TO BE 1/4'• 2) VaMOOW FRAME MATERIAL- ALUVINNU- ALLOY 6063. - 3) INSTALLATION ANCHOR MUST BE OF SUFFICENT LTM. TO ACHIEVE IN. E,eEOuENT OF 1' INTO wow BUCK••.' USE SI'JCONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT MEAD. SILL h JAMES. ' • . . S) USE SMICONIZEO ACRYLIC CAULK FOR P£RIMEJER SEAL AROUND EXTERIOR OF WINDOW FRAME. - 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANT11r USTE3 WITH NEXT.LARGER SIZE. 7) GLASS THICKNESS MAY ¢A.RY PER THE REOUIREuENTS OF AST- E1300 CLASS CHARTS. 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE MUNG IS SHOWN. - THIS PRINT ALSO APPLIES TO THE FLORIDA LIRUDERS 1500 AND 2000 SERIES SINGLE HUNG %luOOWS. DESCRIPTION I DATE IINI FLORIDA EXTRUDERS INTERNATIONAL. INCSANFORD. FLORIDA TIDE: INSi,=LLATION ='_;L a/;.2 Sr-o._Ws CONCRETE OP MASONRY OPENING BT OTHERS ONC 8, vDOD BUCK fir OrH[:S CAULK BETVEEN v (NUO•= FL pEUCKLvG00EUCK I S ruCC By 0rHER' PCVIHE I'll CAULK Br OTHERS GLASS (t YP.) SEC NOTES) V N. vin QOv HE IGnI) PrR(Mr iEP or GALIL CAUL. - INSTALLATION ANCHOR 2/16' CIA. TAPCON CAULK BETVEEN VOOD BUCK L MAS'Y. OPENING By OTHERS nln. GLASS (i YP.) c EMBEDMENT (SEE NOTES) r A $ 0 A . SHI n AS REO'D. S MAX j( SE MOMS) FLANGE TYPE Y WINDOv FRAME RIDGED VINYL A ._ GLAZING ¢CAD B.M. BUCK r— HEIGHT) / RIDGED VINYL CLAZIIIG BEAD FLANGE TYPE INDOV FRAME I it 11 LItl I B E1_ EVATiON VIEWED FROM cX I Lc-'N10P 7 B. V. I.I..• ... BUCK .[ Dr.) CONCRETE OP NA; ON.°T OPi NING or OTHf.P: SHIM AS REO'D. 1/ A• nAX. C> SEC NOTES) ttIST< LLATIOIN <I+CMOP RIDGED VINYL GLAZING BEAD 0 ONE BY VOOD 6LICK 6T OTHERS v FLANGE TYPE VINDOV FRAME CAULK BETVEErl VINDDv FLANGE <P"NCTER j - LVOODBUCKCAULKBY OTHERS CAULK ¢ ETVEEn v. v. VOOD SLICK I MAST. OPENING vINDOv V(OTM) --i 6Y OTHERS StuCCO Br OTMCPS SECTION B-B i1 NOTES, 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. M". ALLOWABLE SHIu SLACK TO BE 1/4 2) WINDOW FRAME WATERtAI: ALUMINUM ALLOT 6053, 3) 3/16- Du. TAPCON INSTALLATION ANCHORS MVST E.-OF SUFRC)ENT LtH. TO ACHIEVE WIN. EM8EOuENr OF 1-1/A- INTO MASONRY OR CONCRETE. A) USE SILICONIZEO ACRYLIC CAULK BEHIND M.400w FL4VGE AT MEAD L :A.ES SILL MUST B: ArTACnED t0 THE SUBSTRATE VATH VULKEW 116 ADHESIVE CAULK OR APP.;OrD EOVAL 5) USE SmCCm.ZEO A.CRTLIC CAULK FOR PERIMETER <:AL AROUnO EKTEPo05 C: WINDOW FLANGE 6) IF EXACT vnNDf)w SIZE IS NOT LISTED IN ANCHOR C-.>8t. USE ANC^OR OIJA:Ih TY LISTED .1t.-. NEAT LARCER SIZE. FOR THE APPROA;tAtE DESIGN PREM:PE PEO'O. 7) CLASS THICKNESS WAY VARY FER THE FEOUIP-MENTS OF ASW E13C0 :.LASS C-:.PtS 6) WHEPC SPACING BETWEEN TAPCON ANCHORS EXCEEDS 2-' IN O:C.. ?: SCREWS OF SU:FICIE::7 LTH. TO PROVIDE u:N. 5/8 IN. EMBEOMENT INTO W000 EUC! S GULO EE I:+ST+iLEO 9) FLORIDA EXTRUOERS 1000 SERIES FIXED WIDOW IS SHO'AN rots P.:,.:t ALSO APPLIES 70 ;H- FLORIDA EXTRUDERS 2000 SERIES FIAEO WINDOWS. 0) SEE BACK OF 1.nI$ $ri. FOP. INSTL'N VXHOR REOU+P.E.M'NT5 1II) APP. ICATQ- OF VULKEM 116 ADHESIVE CAULK AT F.PAuE Sril MUST COuPLY WrH S•: LA.N( MANUFACTURER' S RECO..ENOAT10NS 12) WHE:`E WINDOW IS INSTALLED IN UASONRY OPENING WIT- A $TRVCiVAI '.0 "c: WOOD EUC% USE jtD GEREWS OF $IFFICIENi LENGTH t0 AChIE/E 1-Ji2 M:N EMEE•: •JENi 1 S) WINDLLED OW UNITSCAN2EuUTOOTHERuNltS USI:,r ALUuI:+!!M ocE uIttLMN SEE . uULLION INSTALL+hONN $ MEETS FOR REOUNREuiNTS. FLORIDA EXTRUDER. I ; ERoAIIO-N L. INC TITLE iMSTpLI_ Tirl, G°-._ ':/ Om- ;Y :_IL DRAW,.'; BY: c3 I D.;T= !0/ 2-. i CAL r.'S o.c0c-at eoD rR•N!NcFOTHERS GL•2ING tSCf r:OiE 61 E•;EP41=. s:,IN As REo•o,CENTR -_L FLOPJDA $.O.A.F. SEE NOTES) 14LANUFAC'd'UPJER tYAME: 1/4' HAA, I U SHIM SPACE MASTER FIIAE # GLAZING SEE NOTE 61 PUCK HEIGHT PANG E ND:E:1 z=n'NC r r:.E;: HEIGHT EXTERIOR FIN TYPE vINDOv FRI, , A --.,' ELEVATION VIEW_''D F4GM _x!EpjoF. VINDOV vIDrH -...I 1/A' At". SM SPACE I I, 00D FRAMING Br OTHERS HCAiH.tNG St Oi HEP.S L'KTu_LATION ANCHOR A8 SCREv CAULK ECivEEN v INDOv FIN SECTION B—B L SHEATHING PCR(nf iCR ExiERIOP. r(rvISH BY OTHERS CAULKCEt OTHEP.S Nnt 1) SHIM AS REO'D. Al' EACH INSTALLATION ANCHOR WITH LOAD BEARinc SHIM. VIA. ALLOWABLE SFIlu STACK TO BE 1/A'• 2) WINDOW FRAME UATERLAL: ALUVINUu ALLO: EOU. 3) INSTALLATION ANCHORS UuS; EE OF SUFFICIErNT LENOHT TO ACHIEVE WIN_ ENEEOuENT OF 1" INTO WOOD FRAME. 4) USE SILICONIZED ACRYLIC CAULK. FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FR"E, 5) USE SIUCONIZED ACRYLIC CAULK BEHIND MNDOW FIN. 6) GLASS THICKNESS MAY VARY PER REO-JIRr EN7S OFASTuE130CGLASSCr'P.;S SLNr,LE G!A:IVG ISSHOWN. INSULTING CUSS ALSO OUAL'='_n 7) FLORIDA EXTPUOERS 2000 SERICS riXED AC-URE WINDOW IS SHOWN. THIS PRINFALSO Ar=LIES T•) I THEFLORIDAEXTRUOEP.S 1500 AVD IOOC SERIES PICTURE wiNDOw, B 8) SPACE INSTALLATION ANCHORS A; E NAX F;.Ow CORNERS AND u". 2N' OC OESIC:: PRESSURE CA: ACITY OF INS;ALLAfIONg• WI;, ANCHOR.SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP ;0 73' X 7I' C5 63' x 95' OR 119- x 37-3/B' MIX, 9) WINDOW UNIT CAN BE UULL:O iO OimER UNI;S USING ALUMINUM TUEE N'rLLX:v SEE NIL:'Cr: INSTALLATION SFEiS _ C.R g QIR ENENiS FLORIDA EXTRUDERS ERNAFDPTIOL N NLITITLE. INSTAL! = 11_ =G 4/[)Qi S FIX L! ; I arCCu0C! 100 0 DR . WN' BY: A??F!OV— D 3'r IDWO I' KIN tK6CD.Ci r(ATHING it OTHERS I 3 INSTALLATION HD! SCREV (TTPJ EXTERIOR FINISH By OTHERS PCRIMCICR CAULK BY OTHERS FIN rRANE HEADER 1. CIW1 CXTCRIOR PC R:nCTCR CAULK Br OTHERS a ICRIOR rINISH I OIHQP.S 8 INS I ALLAiI(N J HKHOP SCRCV IIIP) Ea1H.ING t G1H1[R$ 1p CAULK BEHIND FIN TVO By BUILD DOVN BY OTHERS NOTES SHIM AS RCO•D. SEE NOTES) 1) SHIM AS REO'O. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SH;u. MAUL ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL' ALUutNUu ALLOY 6063. U(' MAL 3) USE S4)COm2ED ACRYLIC CAUIX BEHIND WINDOW FIN AT HEAD. SILL k JAMBS. SHIK SPACE USE SUJCOMZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Or ' wt. FRAME. ' 5) CLASS THICKNESS MAY VARY PER THE RCOUtREMENTS Or ASTM E1300 GLASS CHARTS. SINGLE DAZING IS SHOWN. MILL RUNG CHESS IS ALSO OUAtitEO. 6) SCREW ANCHORS AT HEAD. SILL k JAMBS SHOULD BE /8 SCREWS OF $UFFICtENT LTH. TO PROVIDE UPC 1 N. MIN. EMBEDMENT INTO WOOS FRANC. PLACE /e SCREW ANCHORS 6' FROM CORNERS AND 24- O.C. MAX. 7) BUILD DOWN AROUND CURVED PRTION Of WINDOW rRAME TO BE ENGNEEREO BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WN00W TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k•2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. R IS NOT TRENDED TO UWT USE Or THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANVFACTUREO FROM THE 1000. 1750. h 2000 SERIES DESIGNER FOXED WINDOW FRAMING SYSTEMS. 10) WINDOW LIMIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING. (TYP. SEC NOTES) FIX FRAME SILL SHIN AS REO'D.— SCC NOtC$3 / r L SHI., S9ACi i 111 Iva 31 r=AM: EXTERIOR ELEVATION 3'. OTHERS t i . CAULK BEN:ND FIN .i y JE SEC i i0l: A -a u Pau t 2 2002 u 6m wIT SHIN AS REO•D. SCE NOTES) FIN fRAHE JAMB GLAZING rP. SCE NOTES) EXTERIOR f VIKODV vIOtN VH' 11. WB INSTALLAIION sMIK vAc[ AH[NOR zc RCV <r rP.) TVO Br CRANING Bi OTHERS J— CAULK BCHiHD CHIN rKx UK&EKI SHEATHING•ri 8r OTHERS EXTCRIOR FINISH By OTHERS PERIMETER CAULK By OTHERS SECTION B-B EXTERIOR El E-VATION FLORIDA EXTRUDERSINTERNATIONAL. INC SANFORD. FLORIDA TITLE: FIN INSTALLATION DE'TA1L DESIGNER FIXED vjt,D9w 1000. 1750. & 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE:02/14/02 ISCALE NT; DWG: FLEX00 77 I 01 By BLOCK BY OI HCRS CAULK BEIVECN VINDOV FLANGE L SHCATHING LTV00D (TIP.) IT OTHERS EXTERIOR FINISH DY OTHERS PERIMETER CAULK •J BY OTHERS VINDOv FRAM(C J HEAD SHIM AS RCO'D SEC NOICS) WPN00WMCIONT EXTERIOR GLAZING (TTP. SEC NOTES) SILL PERIMETER CAULK SHIM AS REO'D BT OINERS SEC NOTCS) ExTERIORFINISH B) OINCPS CAUL envN[ VINDO`-' FLA G_ t ONE III vDGD 0 BUCK CAULK eCIlCEN VOOD BUCK t MA--ONQ I OPENING By OTHERS a O1HE $ 1 INSTALLATION ANCHOR ti0 SCREV BUILD DOVN BT OTHERS ALSO APPLIES NOTES TO SILL) I SHIM AS REO'O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SMIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1-3/8' MIN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFIUENT LTA. TO ACHIEVE EMBEDMENT MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. /tO wSTALLATWN ' SCREWS AT HEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOUIRCD. RISTALLATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS & 24 IN. O.C. MAX. 4) USE SRICONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD. SILL IT, JAMBS. 5) USE SRMCONIZCO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 1/4' MAX. 6) CLASS THICKNESS MAY VARY PER THE REOUIRCMENTS OF ASTM E1300 GLASSSHIMSPACECHARTS. SO4GLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAI61ED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENCEH TO ADEOUATELY TRANSFER LOAD FROM W1NDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. TM S PRIM ALSO APPLES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 9) CLFVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREUENTS. BUCKHEIGHT Ls SPACE EXTERIOR ELEVATION a i - I-I/N- .XENTR lM FT ORIDAEV3EOuCMi t5..a I I /1 /% ONE h iANUFACTUUR NAM: rBUCBIVT' 1-_. BUC. fii GiMRS INTER FUZ # A10CP Ll BUCK VIDTH TVD BY FRAMING BY OTHERS SHIM AS REDID SEC NOTCS) VINDOV FRAME JAMB GLAZING <TTP. SEE NOTES) PCRIMCER CAULK -- BT OTHERS VINDOv VIOTH g . I-3/8' MIN. C uSEOMENI 1/N, AAA. SHIM SPACE CALLK BCIVEENITVOBYBUCK III Bi OTHERS 9 INSTALLATION ANCHOR t t0 SCRC V I— CAULK* BCTvCEN VINDOV FLANGE. l t VOOD BUCK COMCRCTE. l HAS" BY OTHERS EXTERIOR FINISH SECTION B—B BY OTHERS WINDOW WIDTH A I E IGHTDowIGHT1NI B B I EXTERIOR ELEVATION FLORIDA EXTRUDERS I"SANFORD, FLORIDA TITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOVN DESIGNER, FIXED VINDO' 1000. 1750. 6 2000 SERIES DRAWN BY:BB APPROVED BY: DATE:U2/12/02 SCALE iaT3 IDwG. FLEX0036 SHIN as Rf'D'D INSTALLATION ANCHOR DOOR WIDTH SHEATHING (SEE NOTES) t8 SCREW BY OTHERS CAULK BETWEEN DOOR rLANGE TWO BY WOOD SLIDING GLASS L SHEATHING BY OTHERS DOOR T'RAME JAMB I/c- MAXAGL-SS SMIM SPACE- 1/8- MIN. EMBEDMENTSTUCCOORSIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK By OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS (TYPJ A. DOOR t-1HEIGHT SECTION B-B 10, 4 6nTv,96iIZ5 A• 1 V SLIDING GLASS DOOR. rRAnE SILLnr rI MAX. SHIM SPACE TWO By WOOD INSTALLATION AN'EIUR 1- 1/8 MIN.' BY OTHERS _ :8 SCREW EMBEDMENT - TWO By WOOD BY OTHERS --. CAULK BETWEEN HOOK STRIP L SHEATHING I SLIDING GLASS DOOR_'_ • - . _ ` ' SHIN AS REO'0. HOOK STRIP SEE NOTES).. Vol INSTALLATION ANCHOR. -I r•, / 68 SCREW - '•' r I , ti EMBEDMENT I? r. S CAULK BETWEEN ! = It a•' L SHEATHING• •- _ d; ) •'. _ I SHEATHING SHEATHING BY OTHERS TEMPERED GLaS2 - ` BY OTHERS STUCCO ( TYPJ ' OR SIDING - STUCCO OR SIDING - BY OTHERSSLIDING GLASS DOOR BY OTHERS INTERLOCK .. ' HOOK STRIP''DETAIL U DOOR —ICR1AL, ALIPNIAM ALLOT 6060, 2) A9 tNSTALLAfION SCITEAT M)ft IC Or SLrrtC1ENT LCNGTN TO ACHIEvE NU. ENxONCNI' ' Or 1-1/9• IMTO UOOD. TAPCp• trPC INSTALLATION ANC ORS AT SILL PUTT 6E Or ' WrIC1ENT LENGTH TO ACHIEK MIN. E.M2CONC-1 Or 1-I/' INTO NA:Orgr OR CONCRETE. 2. i INSTALLATION "<NOR CMART ON BACK Or THIS swr 1. I USES0.ICONIZED ACRrLtC CAULK 9ENIN0 DOOR rLANGC At HEAD L USE SILICOUZCD ACRtLIC CAULK rOR P(RINCrCR SEAL ARO-0 EI rER1OR 0' DOOR. _ '••' .1 6, Er EXACT ODOR SIZE IS NOT LIST"CNan CNARI, USE ANCHN OR (XIANt, LISIED.vITN NCKi"-•' ) LARGER SINuIZE. rOR rNC • PPRCPRIATt DESIGN PRESSURE RED.0 ' h FOR POCKEr ODOR SIZES VSC CLOSEST BIPASS DOOR SITE L COlIGURATION 10 rIISME CPCRLLrN4 j;j•`-_1 RACE INSTALLATION AN<,QRS• IN rRONr Or TO: OStRIP AS SNa— -- .1 0, GLASS TNIC.. CSSMT —RI PER REOUIRENCNIS Or ASIN C1000 GLASS CNARIS 9, DOOR WIT IS APPRGvCO USING IENPERCII GLASS IN SINGLE GLAZCO OR INSULATING CLASS. ` 1m pNB / SILL CORNCRS ARE TO SE SCALED v11N A SHALL JOINT !CAN SCALE? 11) SHIN AS RCO' 0. AT EA SET 6 t-STALLAIION ANCtIORS. NA, ALLMAILE SMIM SIACA t0 K 1/N•. 12, ALL INSTALLATION Nu06' S LUST BE NADC Or CS;M-.ICN P{SI:iANt r.ATCPjALS 13, <RE 'E• REPRESENTS NOvUt PANEL -0 '0' RCPREiCNIS fIAEO PANNCL ARPROyEo CDWIGVRATION: ARC A- LISTED ON ANCWR C.MAPI O SAC, Or iNIS SICrI r IN, IGi ALL COr IGRANDNi LISTED A20vE ARE S/J.N ON INIi DRA.jG. QIEvCR INSTALLATION D / j £NBEDMEN: X T E P,1 pP, ELEVATION SCCIID S . •9•!• L w"X STRIP DCIA:L •UP:, IC tN:I+LLATION Or ALL M0`2040 J +) G _ 1-1/ 4, MIN. CNSWIGUPAt[ONS. I I 2 PAW- L DOOR SHOWN IS, rLORIDA ClIRVOERS IaDo tL.R1E: AICI,NG G/_At, OmR IS S.d'_. THIS PRIM) ALSO APPLIES r0 D D LIKP.ALLI APPLT — I CAULI:INr. UNDEP. SILL OC SET SILL IN BC: — 'NS!LLL-:iE\ ANr}tOP I OT CG•:f?Et_ Di= ic.CON 11l//I' TUN A Fc, 12002 A 1 I I 1 Ir B 29(M SLRIES AND SW SERIES. REVDESCRIPTION DATE IN I - L O P I D A EXTRUDERS INT. INC. SANFORD F L 1 I I TITLE: SLIDIN; CLASS DOOR NST='.LLATi0N N./iTH 110 SCPrWS F!AW, BY: ?3 11.? PROVED BY: DATE: i21!7/Oi SCALE: I'i: LONG ffLEXXV SNi I E 1000 P.V./DESIGNER SILL (TYP.) a8 X 3/4 SELF TAPPING SMS 1 X 2 X 1/8 TUBE MULLION SEALANT BETVEEN VINDOV FLANGES- MULLION SEALANT BETVEEN If a8VINDDVFLANGES L MULLION . X 3/4 SELF TAPPING SMS1000S.H. HEAD (TYP.) SEALANT BETVEEN vINDOv FLANGES . SECTION A -A ( I ) L MULLION 1000.P.V./DESIGNER SILL (TYP.) a8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETVEEN VINDOV FLANGES L MULLION 28 X 3/4 SELF l000 SA TAPPING SMS HEAD (TYP.) SEALANT BETVEEN SECTION A -A (3) VINDO•: FLANGES L MULLION r1000 P.V./DESIGNER SEALANT 'BETVEEN I SILL (TYP.) VIN OV FLANGES I L MULLION a8 X 3/4 SELF TAPPING SMS rnT U4 j'! x 4 X 1/8 j—Znrl / TUBE MULLION 4E X 3/4 SELF TAPPING SMS ! 000 S.H. 1000 P.V./DESIGNER AUXILIARY PI AT SELL (TYP.) (FOR ADDITU)ML MOICRS. VHEN RCOUIRC-D) D 48 X 3/4 SELF DETAIL C TAPPING SMS O O I X 2 X 3/8 - - TUBE MULLION GENTS FLOR.DA FB. O. A0 BY VOOD 98 X 3/4 SELF UCK BY OTHEF 1000 S.K TAPPING SMS' MANUFACTURER NA ME: HEAD (TYP.) OR/P9 FfRI/ SECTION A -A (2) - 1000 P.V./DESIGNER MASTER FHE SILL (TYP.) X3/4 SELF t000 P.V./DESIGNER T" 8 PPING SMS SILL (TYPJ 1X27/16X3/8 TUBE MULLION A8 X 3/4 SELF TAPPING SMS Ny,@l, TUBE MULLION I' II SEALANT BETVEEN ICI vINDOv FLANGE - 08 X 3/4 SELF 1000 S.K TAPPING SMS HEAD (TYP.) SECTION A -A (4) r1000 P.V./DESIGNER SILL (TYP.) 118 X 3/4 SELF TAPPING SMS I X 4 X 3/8 1(1F j r TUBE MULLION a8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) f APPLIES TO HEAD & SILL WHERE I' X 4" 2' X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR C8 VQOD SCREV (TYP.) EXTERNAL MULLION INSTALLATION CLIP —' MULLION ._- ui - PF7TAII r mom LI 1 1/8' MIN. III------ E BEM DMENT ELEvAnoN 1COED FROM EXTERIOR FTA!t APPLIES TO HEAD & S:LL WHERE I' X 2' h V x 2 7/16' UBE uULUONS ARE USED nc...ac Y INSTALLATION ANO 2 X I )D VOOD SCREV i TP.) HCRIZ. CLIP 8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A-.4 (7) HEAD (TYP.) I L I V8• NLx f a Eh?EDhEni FLORIDA EXTRUDERS `SANFORD, FLORIDA TITLE: SER. 1000/ 1500 r I N SHEC T 1 OF 2' HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 LT 2) FOP DESIGN PRESSURC CAPACITIES JDRAvn: BY:MSH I A?PRO`+ED BY: 1 X c X 1/e S.K — — i A c x ,/u C'Mr E, VOC-0— JN , - I . -Er MLFT*-I=r K_!.Llr TL _L je,4 CKE.U, EY OTHE;S 114' 111N. X 1/2 SELF OLI X 1/2 S:1_F EMBEDIENT TAPP;NG SMS TAFFiING-SMS SEALMT- BL-TV- 13 VIM MV 'FLA.-CET S,LsL-_q rLAUNCIES P, z),3Lhu— rju p; X;I-L/2 SELF TUBE IQL c, TAPP i"'s sms R,! PING SMS ......... . SCALANT BETVIMN. 7 TAP Lia SECTIOW A —A. (1 SEQTIQN-_'A=A (2 -.7i CNmr, VX 2 7/16 X 1/6 X G/E NO3 S. TUEr MLILLMN 1 X 7116 . JAMB (TY.IJ It-16 C. C. S.R VEE JAMB (T.P Its Y. V2 SELF S x !12 SELF c TAPPING SUS8X112SELF TAPP114C SMS TAPPING SMS . . I N,,L_ SCALAN7 BETV.-ENVINMVFLAtZES it a:t KILL IGN TAPPING SMS SECTION A —A I S5 TI x It k i/E TL12E M'jL'-!O.N C= 48 X 1-112 SELF- SZAL.A.I;T ErTVI-EN TA=P;NG SMS VEN-1014 FLANGES MULL ILI" f/2 ..ELF- T2PP I N G' SMS ECTiON A —A (4) X 4 X 31S A, JP1. 3 ',TYP., L ts z i/s_ S-fl-F TAF::4n_ s".'S SZALJIT E::TVU:n W14C41, FLAh*_1s L KUIDc SECTION A —A (7) TAIL C I 1 - 1111i , el 6 OLTET, AHL _ Sy .;R cc-NCREH, cc ljqsc!Npf 7 VEY10THZ7RS14 14 INSTALLATIC / I i' . TAP CON S C;:Zz V 51 .2 EXTERNAL MULLIW INS T ALLA UaN !.CUPhh ITYP16CMULLION TO coNc ES TO HEAZ 6c SI 4"._TUBE MULL's tn 0 F_ 7A! Lf-VISTALLATIGN ANCSUR Ile' DIA, TAP SCREV SILL CLIP 1/', His. mBZ5H__N_ F;7- AST SR.L Elf C-HE;ZS Z;":-R 4DG'T!0N4L Vr- U R UMM E) D VIEVIIE- l' FIRC)m EXTE-RiOR INTERNATIONAL, INC FLORIDA EXTRUDERSSAINFORD, FLORIDA iTITLE: 0 0, 0- 5,_; 0 LAN G, E S H, E T 1 OF 2 T i; 7 z C, -rCC D i :m?swN, Fi Y: APPROVED BY: i iY . MIAMI-MADE • MIAMI-DADE COUNTY. FLORI METRO-DADE FLAGLER BUILDI BUILDING CODE COMPLIANCE OFF1 MEI'RO-DADE FI.AGI.r•.R BUILDI 140 wI it rLAc,tzit s*ntru. sure: 1 MIAMI, FLORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE 305)375-2901 FAX (305) 375.2 Prentdor Entry Systems ONTINC.'COR LICENSINGSEX.T 911 E..ieferson, P.O. Box 76 303)373.2327 FAX(305)373.: Pittsburgh ,KS 66762 CON•rtt.tc-roR NNFORCl Mani mvis 3us) 373-29645 VAN (305) 371-: ruot)ucr CoN'raot. mvis 303) 375-2902 VAN (345) 3724 Your application for Notice of Acceptance (NOA) of Eittergy 6-8 S-W/E Inswing Glazed Doable w/sidelites Residential Stchl Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under *the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure I product or material at any time from a jobsite or manufacturer's plant for quality control testing. If I product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if i1 determined by BCCO that this product or material fails to meet the requirements of (lie South Flor Buildi.n` Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.2S EXPIRES: 04/02/2006 Rout ttoangucz Chief Product Control Division THIS IS TIME COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE C PRODUCT REVI ENV C0NUMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Nliattti-Dade County, Florida under the conditions forth above. APPROVED: 061051200i X-rc. 4-" Francisco J. Quintana, R.A. Director Miami -Dade Count), Building Code Compliance Offic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SI'ECit:1C CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply -with the South Florida Building Code (SFBC), 1994 Edition for Miami-t County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approvcd drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-NV/E Insiving Glazctl Double 'Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Prcmdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prcparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami-Dadc Co' Product Control approval stamp with the Notice of Acceptance number and approval date by Miami-Dadc County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Sin -lc door units shall include all components described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang .such that the ang!e between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protect' on system (shutters): the installation of this unit will require a hum, ai•otcction syster n. S. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dadc County Product Control Approved 6. BUILpING PERMIT.REQUIREtMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate conics ofthc approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Off icial or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this system. Nlanu l Pcrc2, P.E. Product Co C Exan. Product Control Division Premdor Entry Systems ACCEPTANCE No.: 0I-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered aner a renewal application has been fi. and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered iP. a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceplar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate feel and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by th6 words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs riot reseal the copies. S. Failure to comply with any Section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF T111S ACCEl "ANCE MinucYPcrez, P.C.; Product Contr ream Produ 'ntrol Division 11 Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing Arrangement X Singles (t-jldlh) 2'0" COP-WL-MA0141-02 I i t OP Rating 02-0419.08 52.0 NO Application Filed) 2'6" 2'8" 2'10" 3'0" 316" Not Listed Not Listed X0, OX. OXO 4 I l 2'8" + 1'0" 1 , COP-WL-MA0143-02 tl' l 02-0419.08 Application Flied) t• 1 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1'D" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO I I 17 + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'D" + 2'8" + 1'0" 1'C" - 37 + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" ; 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10' 3'0" + 37 + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, P:20? & PAK . 0 Oak aff ART EW I1II.Y.NGI.A(S •..TKY1,009% r•.o.,N FNgu' C." 2!= o•' •'r o•••• APr 79. Md7 Masonite international Corporation1e, coaI'll p puq,im of p, Y.YrI mlwo-mum ,1,71n rDetdKriam. desgn ma p•odlttl 0[41i1 : *ZI w Ch3rW Alm A6tire. Glazed Units X X0, OX. OXO XX. OXXO COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Clutswing 2,0„ COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6" 2'8" 2' 10" TO" 3'6" Not Listed Multiples1 I Not Listed rl r r• 2'8" + 1'0" COP-WL-MA0163.O2 02-0418.03 Application Filed) 55.0 1 1 NO 2'8" . 1'2" 2'13" + 1'0" 2'10" + 1'2" 3.r _ 1.01. 3'0" + 17' 17 + 2'8" + 17 C01I-WL-MA0164.02 02-0418.03 Application Filed) 55.0 NO 1 IT + 2'10" + 1'0" 17'+2'8"+17' 1'0" + 2.8" + 1'0" l'O" + TO" + 1'0" t'2" + 2'10" + 1'2" 1'2" + 3'0' + 1'2" 2'6" , 2'6" - 2'6" 2'8" + 2'8" + 2'8" 2'1C"+2'10"+2'10' j TO" + 3'0" + TO" 2'8" + 2'8" COF-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8' 210" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MAO165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Cccr a. rangernents using fewer panels than wh3! is shov:n in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonjle Warnalionat websile (www.masoiile.com) or from the technical center. 3. Installation instructions are available from the Masonile International websile (www.masonite.com) or from the technical center. 4. Acluat design pressure requirement for a specific building design & geographic loc2tlon is determined by ASCE 7 (Minimum design loads (or buildings and olher structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, PA2O2 & PA2O3. Q_-aft ARK' I .I:.. ,: r .1( h. I M Y,lloo4{ -I-., F4.j .Ew. C :. ore i9. no? Om'4-•wm.y aroQrem at proe. } emproYwicm mi\K Specitimom. aniaa mo onj,ct aNia :.••:i`Ct to 0"U. Ntiar. e..wt.atr no ' Maionite international Corporatio% Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Inswing j I I 2'0" r I COP-WL-MA0146-02 I , 02-0423.01 Application Filed) UP Rating 40.0 Impact NO 2'6" 2,10„ -- 3'0" TV Not Listed Not Listed Arrangement r X.;. Ox, I-X0 Multiples r 2'8" + 1'0" r IMiami-Bade CCP-WL-MA0148-02 8CC0 02.0423.01 Application Filed) UP Rating 40.0 Impact Rated NO i 2'8" + 1'2" 2'l0" + 1'0" TIT + IT" I 37 + COi'-WL-MA0149.02 02-0423.01 Application Filed) 40.0 NO I 1'2 + 2'8" + 17' 1'0" + 2'8" + 1'0" — 1'0" + 3'0" + IT" 1'2" +2'10" + IT 17' + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2' 10" + 2' 10" 3'i:" + 's'0" + 3'0" j XX, OXXO 2,8„ r 2,3„ COP-WL-MA0147-02 02 0423.01 Application Filed) 40.0 NO 2'6" + 2'8— 210" + 210" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'l0" + 2.10" * 2'l0" + 2'l0" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements us;I g fewer panels ti:ar, what is stlown in the above chart also comply under the product approvals shown. 2. Assembly detai!:; are available from, the Masonite Irkmalional website (www.masonite.com) or from the technical center. 3. insWIa:ion ins!rt!dio:,,s are W21ila;e from the f•,zson;le Inter.Vicn<I website (www.masonite.com) or from the technical center. Actua: c_siqn pressure requi,•ement for a speci'ic cuild!ng design 8 geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local b:,ilaing cods specify the edition required. 5. Masonile International structural, cyclic, air, waver, forced entry/or impact testing is done In accordance with Miami -Dade BCCO protocol PA2.01, PA202 & PA203. Oakc aff AR EK" r F:.+ 2 i. 202 By ca n q D,c;•:n et woGon m.p mm[m m[ro: spc: ai;:. vs. C(sgn : J:N:.[I 0\r r D•.n Matonite International Corporatio- Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing 1Singles1 X 2'0" ioniteInternationalt COP-WL-MA0166-02 l• r• 02-0423.03 Application Filed) 1 47.0 1. NO 2'6" 2'8" 2' 10" 3'0" 3'6" Not Listed Ma'FoWfle Not Listed 1Multiples1 X0, OX, OXO 2'8" + 1'0" InternationalMiami-Da CO'-WL-MA0168-02 de 02-0423.03 Application Filed) Railing 47.0 Intpact keiii NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1'D" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COF'-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'D" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17' + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP••WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 26"+2'8"+2'6"+26" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the ab)ve chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 0CCO protocol PA201. PA202 8 PA203. 0 O akcraff JVMT EK' a C-1'—•000..N W+i".v"d[Mil•u [""y pas.• lX)LIIMn/, e AP1d2e.zool W <o1NNINNq woo•am o1 aodw •"ao.anmt msle[ sacilic+tcos. Oesgn tno aadN[ Masonite International Corporation d'I'd SaglO to [.Opt -thout wO .. V Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing rILMM X WiffmImr-Ral 2'0" COP-WL-MA0101-02 tIT, • 01- 1031.01 76.0 NO 2. 6" 2' 8" 2' 10" 3' 0" 3' 6" Not Listed Not Listed X0, OX, OXO 2' 8" + 1'0" C013- WL-MA0103-02 Miami - Dade BCCO 02- 0109.10 Application Filed) t 55. 0 NO 2' 8" + 17 2' 10" + 1'0" 2' 10" + 1'2" 37 + 1'0" 3' 0" + 17' 1' 0" + 2'8" + 17 COP- WL-MA0104-02 02- 0109.10 Application Filed) 55.0 NO 1' 0" + 2'10" + 1'0" 1' 2" + 2'8" + 1'2" 1' 0" + 2'8" + 1'0" 1' 0" + 3'0" + 1'0" 1' 2" + 2'10" + 1'2" 1' 2" + TO" + 1'2" 2' 6" + 2'6" + 2'6" 2' 8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" 37 + TO" + 3'0" XX, OXXO 2' 8" + 2'8" COP• WL-MA0102-02 02- 0109.10 Application Filed) 55.0 NO 2' 8" + 2'8" 2' 10" + 2'10" TO" + TO" 2' 6" + 2'8" + 2'6" + 2'6" COP- WL-MA0105-02 02- 0109.10 Application Filed) 55.0 NO 2' 8" + 2'8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" + 2'10" 37 + TO" + TO" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International websi;e (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 8 PA203. 13 Oak raff AR k EK'" T F. W.— nooks Ow CO"n."w"p OrOgpm 0l O•OUuo mDrpvNnrM ml[tt sptClL[Jlgnt. GtSp" J"0 D.00uCI Masonite International Corporation U[ Ud'.N....G.—Q, .~ nGlt[ Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing Singles, 2'0" 2'6" X 2'8" 2'10" TO" 3'6" I , , t COII-WL-MA0121-02 01-1031.02 t • , 76.0 ERR NO Not Listed Not Listed X0, OX. OXO Multiples, 2'8" + 1'0" MailmlleInternationalD, COF'-WL-MA0123-02 r 02-0109.09 Application Filed) MoIJER 55.0 NO 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" TO" + 1'0" TO" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2' 10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP INL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & {ieographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building code:; specify the edition required. 5. Masonite International structural, cyclic• air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201. PA202 8 PA203. 0 Oakgraff AR EK" „"•.. , ,Om FIHf NGI.AtiS K: T.Y 000" Ib".A•r.e t..pr l..vt Cbs• - A:wd 29.2= Masonite International Corporation Our CO._irp OrOdrem Of OIOd.CI imolO eOl mates WCOiUlodl, design And OrOd"I Wd SVORCI 10 Cnerye nd00N MtKe. Opaque Units COP-WL-MA0100-02 . . FIBERGLASS DOORS 8'0" Height — Inswing 1Singles;1 X 2'0" Max:onile InternationalI1' CO'-WL-MA0106-02 BCCO 02-0109.08 Application Filed) OPRaling 70.0 1 1 NO 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed 1Multiple1 X0. OX, OXO 2'8" + 110" 1 - M1111111117M.I. COFI-WL-MA0108-02 17T.F.11=11111111-ITRan 02-0109.08 Application Filed) 55.0 1 1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP•WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 17' 1'D" + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2.8" 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" XX, OXXO TV + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + TO" + 37 + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 8 PA203. 0 Oakcraff 1IOONt AR EK tllr r.w('......1 : N'1'Mv rb.T..w wryvf.v[bo-. C,, f/ C"• ii/li// aw. 291002 Masonite International Corporal on 0. 1 CD; -mu D01O91 m01 P'WC -D—t-1 m[kti SOtCdgJlOnS. CDAD"[M D,00.CI CCID. I 5V01t[l ID CNnge -COpul n01Kt. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing 7X2.0" 2'6" 2'8" 2'10" 3'0" 3'6" C0II-WL-MA0126-02 02-0109.07 Application Filed) 70.0 NO Not Listed Not Listed X0, OX, OXO 2'8" + 1'0" COF,-WL-MA0128-02 Miami -Dade OCCO 02-0109.07 Application Filed) UP Raling 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'l0" + 1'2" 3'0" + IV 37 + 17 17 + 2'8" + 17 COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 12" + 2'10" + 17' 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10'* + 2' 10" 37 + 3'0" + 37 XX. OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the ab)ve chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 8 PA203. Oakcraff AR O EW IHI.N(:I.A S.\ F. N'1'N v,l)OONf W.s••a+w fe•r^•u t."r. 0ean ao.• r p• VVV Aprd 29. 2002 0Commpmp Drppnm of promos inp,.v Ml m.ktl Weld lOns. dts-Q, AM010d.1 d< ud'W^l 10 C", .0.0 -t.,. X 1 III 1 Unit I SINGLE DOOR 6' TYP. 6' TYP. 6'8" UNIT 8V UNIT 13-15/16' 17.1/8' MXIMUM ON CENTER TYP. Mlunumuur•rat961= "M 6 per vertical framing member per horizontal framing member Hinge and strike plates require two 2.1/:?" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA At 56.2) cylindrical and deadlock hardware be installed. UNITS COVEREO BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) la::tener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and 110 wood screws or 3/16" Tap;ons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 April 29. 2002 Masonite International Corporation Ow conl—nii OfODlaln Of DroOuO to OIOIMMl makes SDecdoCa ns. OtSgn 1n0 0100.0 0-1 SUDICCI 10 CnanDt ..h.. n01Kt. XO or OX I Unit r SINGLE DOOR WITH 1 SIDELITE 3' 6' 6' CL TYP. TYP. TYP. TYP. 6- TYP 6'8" UNIT 8'0" UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t f t t ,t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16''Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. t Alm, 29 20-32 Mationite International Corporation Ow coma--. r oun, 0mw•u ,o•a•oncm m+es a,cuuuions. oes.o 1n YxdP atUA suorm to cnan9t rdnoer note oxo Ills Unit SINGLE DOOR WITH 2 SIDELITES 6, 6' TYP TYP. CL TYP. TYP. 6- TYP. 6'8" UNIT 8'0' UNIT 13-15/16' 17-1/84 MAXIMUM ON CENTER TYP. CountMinimumFastener 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough I t r 1 Width of door unit plus 1/2" Height of door unit plus 1/4" I I I I I I i I I r e Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include ®8 and #10 wood screws or 3/16" Tapcans. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon :jingle shear design values come from the ITW and ELCO Dade Country approvals respectively each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 Ao,429. 2002 Masonile International Corporation Uur <arr.n.rp ar aJr+nr ur yrW:• r rr. r nV,r;t Iretr+.+rvrr'. , ac)4^+^C -au j OeC+u S,bjeCl 1'0:e.+npeyanaYI 001- oxxo MID-WL-MA0005.02 Unit DOUBLE DOOR WITH 2 SIDELITES b CL TYP- TYP. 3• o TYP. —P I ll ll I ll Il l Il ll 1 TY1 It 6'8' 13- t i t t t f t t t f t r r ff linimum Fastener count 6 per vertical framing member 16 per horizontal framing member Hin7e and strike plates require Iwo 2-1,2" long screws per location. r r r UNIT 8'8• UNIT 5/16" 17.1/8- MAXIMUM ON CENTER TYP. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include I8 and a10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads tc the structure. APO 29.2002 Masonite International Corpoeation put CM—.0 W.O.— 01 O oo•el gno m0.0+Fnenl nU eS tOeC IKlIOni. , oesn JO,oOu Oela,. 10 OJnpe -•l l no1Ke 0 XX Glazed Inswing Unit APPROVED ARRANGEMENT: o: tr lu COP-WL-MA0142-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Double Door Maximum unit size . 67 x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 0000 °® 00 00 00 00 00 100 Series 433. 135 Series 136 Series 822 Series 1/2 GLASS: 0 ° 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA. 23 RA., 28 RA 107 Series' 108 Series 304 Series Series' this glass kit may also be used In the following door style: Eyebrow 5-panel with scroll Oak raft AR 4 EK" r....•.. nkan.r.•.••.a ro.•N••emrr o^^n PREMDanK,.1I—i.. e I IUI:N(LA IS I:N1'M 1',000w\ April29.2002 Masonite International Corporation Ihn contffl— g vog•am of 0r00uc1 ^ 1101MM1 makes speMicalgns, dn.bn and p•odu[t Mail S. o w t0 eMOee ..I w n01(e XX 0• rt r t Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series I IT 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTt-A-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with A4iami-Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic I p lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Cade, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oak. _raft AR k EK'" a Vo...., o..., April 29. 2002 M d S O r1 11 a International Corporation Om C0n1/..v moO or P,W- Pm1 mem m k,e SOKdiUtUnS. eupn JM oroaun 0eu, SAtw .0 C,-ge wnMul n01Ke XO or OX Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Nate: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size . 6'0' x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resislanc: Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specilic building design and geographic location is determined by ASCE 7-national. state or local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-%VL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: a0 00 don a0 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 M 00 ° 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass La may also be used in me following door style: Eyebrow 5-panel wllh scroll Oakraff AR k EK" .m rI ul;.,a..1S LN I'., WII , Apn129.2:YJ2 Masonite International Corporation a. Cen,m.n: o W,am 0, pOCo<I n,p.0.<m<nl mYCS spe<AKJlens. O<lgn yID YY...G XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as H1311 404 Series 410 Series 109 Series ru, t20. 122 152 Series tag Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L. 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oak raft AR k EK" I,I 11 r:Rr:l..\..1:.V'1 w\,1+1111w ebn.l+.vNfaw N+. lr., Om•. April 29. 2002 Our Camewnp o,opnm of p,00u0 nnol0+emrnl Inasef sOttJlcnalls. oes.pn and prooucl Jr., sl'^. Ip CI.)net wlllloul --ce Masonite International Corporation Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: A ra n;; pair. w8 , FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size . 9'0- x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant regL irements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition r!quired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 UH HU 0 ° a 00 00 00 00 00 00 105 Series 106, 160 series' 129 Series' 12 RrL. 23 RA., 24 R/L 107 Series108 Series 304 Series Series' This glass kit Lly also be users in the following door style' Eyebrow 5-panel with scroll Oakcraff AR k EK'y I , IUL Mi`LA 1 !: N'I'M 1' Ullll X.1 fbi..G.a.n r—v.. I—, o— QS4;;Masonite April29. 2002 International Corporation 0. 1 cV nu•iio 010Q— pr plppuO -Dp orient T keS SpKiLUlOnl, a,,gn J"p pippucl all, tupieCl 1p cr of wlMw M4'. oxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ao an 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: r a a a 13 1J. 129 Series 200 Series 12R, 12L, 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavityof slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI- DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazar, P.E. — License Number 56533 Qak-. raff AR k EK" 1716C." cns1 ENI NI.00.1 K !To r2..Nu Lary oar. Aprd 29. 2002 Ore cwtm0m0 oroprem or woomi %nwo, mml makes soetmeaons. dman and Product Ot10d WNW 10 CrYn4e v dt. r r10uCt. Masonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0145-02 FIBERGLASS DOORS 0 Double Door with 2 Sidelites Maximum unit size - 12.0- x 61' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD--WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 aa00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 IUL, 23 RA., 24 WL 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR EK" 1:11ILKCLANS l:N".1',000-N rb...1-1—c-1—,0— n/a/x t0 April 29. 2002 Masonite International Corporation Ow comu,u•np 0100". a1 p,We mWWMM males $0KJKnans, des•gn ana wooun Oe1aa wouu o cnange -anw —_ 0xx0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Senes erie5 APPROVED SIDELITE STYLES: 0 a 0 0 1 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. - Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity (if slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak r,_ AR EK' I,In I: NI:L.\.\ l: r IMI'llr r1lN. No. U4 I.,r nu, 0m ADrd 29. 2002 o.'cj. n Np poaram of oroOuP mo.ovemem marts iwaN:Avm. 6-c ar a Woa— am suolm to CMnae wahw wl ' O. r O• Masonite International Corporation XX Glazed Inswing Unit APPROVED ARRANGEMENT: 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit site . 6'0- x 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design I; used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state of local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: H 00 404 Series 00 00 822 Series 108 Series U Oakcraff W ...••I. e...n '1. ure•1 AIPFO EK' VIISLMf.LA.NN LN1'My 000N1 Ibn.T..r.W fqw fn1/ Omn April 29.2002 Masonite International Corporation Ow conl.nu,ne p,op•+m or ploouct unyo+emem nukes smd.cxoO s. des.an f.a MOOun 0eu4 WNW 10 aaarpt ."Wo MM. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 7 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ARk EK'" r ruLMG•k .gin l:ICr Ml ,uu nta r+n..r...n.a f—,gu..E_'0— April 29. 2002 Ow com+m.rp program of product /ndro,,~A nukes SM.1,cArons. desgn ono Product 41.4 luineet to <tunde v4trdw nor.e< Masonite International CorporaEion XO or OX 'COP-WL-MAOM&O2 Glazed Inswing Unit I APPROVED ARRANGEMENT. 81'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not Exceed 3'0" x 87. Single Door with 1 Sidelite Maximum unit size • 6W x 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that mininfum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that mininfum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: MM on an 822 Series 1/2 GLASS: Ela an ega Series 108 Series U Oal,--,-raft AR-kEK" t..l.:..1,,,•T /- rnl.I wra.:a l[y rK s• nnnw ra„.r..vwra..p... 1-2••.. PREM0^",.11- o. Apot29 2002 Masonite International Corporation dW 10-n-9 plpelr 1 el pleenp n410.enl nl m cs Spec-140g4t. etlgn AM a WM l e11.4 $..W 1.1 LnMee —WO XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: H - 810 Series APPROVED SIDELITE STYLES: 810" FIBERGLASS DOORS 0 - 300 Series x 1 yrA a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTtA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DAOE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1EY' I _Z, State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak AR 4 EK" 1'IUI: MI%lAt\ C-1-1',1)1IIIM( 1'UnT.../.ArM.(ne f.v)Oaen April 29. 2002 Masonite International Corporation Our conunw"' pooram of Moan enoro.emml m k,i soanKnans. oeS.yn and p OdW 4110 Su01et1 to'.'J )e rnn , noK, Ox0 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: i G O O hRE: Yec1! irk Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size • 9'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design i:: used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specilic building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: MM on no 822 Series 1/2 GLASS: H an a0a Series Oakgraff AR O EW 1;1UI:NI:LA\\ CN'1'M 1' laI IIIN\ ra.n.l.. w.e 1-1— t— 0— April 29. 2002 ow com+lwno ptoo,am or D w,t -,,,,mint nYses soepUAlOns, oeson am woouct 0111d s.byell 1. eftanpe wnllOw novae. 108 Series o.. , p. Masonite International Corporation Ox0 Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: COP•WL•MA0149.02 8`0" FIBERGLASS DOORS 300 Series a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License [lumber 56533 O akcraff AR k EK" I IULMe:LA\\ CNI. Ns'•U...' I., r"h 0^ April 29. 2002 0. comet nno prop... of omdu mpov mem makes swdC ,iom. oes c. and producl oeud supper to en.npe rdf N Mtiee Ow• rO. M asonite International Corporation OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: t O O y 4: Double Door with 2 Sidelites Ma dmum unit site - 12'0' x 8'0- Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n as 404 Series IMM as as 822 Series a 108 Series U Oak AR EK'+ t.tlel;..1, I.am I.,,.o le.lur<.I I:IIIL'NI;LASS LN'I'M1' U1111141 U.—a ,.0 1—,peon PREMDa QS4;;MasoniteApril29.2002 International Corporation crw com—v o.o7— of oloeucl m70+emMl males sptcn:G19M, etsv a -a orm", otlan 1ue11'11. CNN, _Mw W1 t. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: Hr 810 Series 300 Series APPROVED SIDELITE STYLES: r r f a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O AR EK'" ak$-raft 4 r. I INI:N(:L•\\\ L'N'IN\' n.l(INti rb..T..a...O ,Ow(Nu l.Nl, f rVln / .6 Aprd 29. 2002 Masonite International Corporation 0., C-1—V n09, of P'W_ -ma.e —'es s9ecdtaf ans. design an9 O,WW Wig SUENO 10 chin9t w"",I n01- XX Glazed Outswing Unit APPROVED ARRANGEMENT: i fJ tt FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size • 6'0' x 6'8' Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-W L-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 114 GLASS: 00 00 00 00 00 D0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 1211A. 23 ILL. 24 WL 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oakcraff AR EK'" I ,I II I: NI:L.\.\.\ 1::."1'N 1'`IIr IIIN\ w..r.. a..w fe..ryr. L•v. 0•wr Ap(A 29. 2002 Masonite International Corporation dV COM. 7 M 7e OI 01Wd ^Iaro+e OU\ti SKO-1—S. 6t 0A aM WOdY l 1W 10,10 10 trlaOdt ..0-1 M1[t XX Glazed Outswing Unit COP-WL-MA0162.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 404 Series 410 Series 109 Series 1 t 4, 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR k EK'" o 1 `IUI: Mt:L.\\l l: N'1'"1'`UUIIMI Nw i..v.l rp..ruu 4.v, Om.. r1/-A• 9 April29.2002 Masonite International Corporation ow CMli og woOr+m of Mom"(( mwo.tmr l rru(ei SMCr "4AS. d-on AN Mode l o<Ud UN- to cru.gc "" .l nw- XX Glazed Outswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: i;''.ty 4 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum and site . 6'0- x 8'0' Design Pressure 47.0/-47.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant reclitirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes speciy, the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: MM 00 00 822 Series 1/2 GLASS: n 00 404 Series 0akcraff ARk EK'" Aprd 29. 2002 0. c--.ne prdg— w wody mp+dr — —.es so(ed l9ns. oespd rM ww.. 110'", rd Uunde ..~ n <, 0 108 Series 0-1 Masonite International Corporation 4 3 2 1 s4 PITERMEDMWI TESTILESFOR16' DE DOOR. REVISIONS Y 4 EL YlY) rLWIE ADHESW (I:•C89) REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION oPTaw1 ¢ 8 CLASS OR 1 B2 11/00 - MW'W OTY (1) WAS (2) FOR TRACK BOLT 1 e' ACRYLIC UTES AYAe.wC EE sEcrloN B-e) HORIZONTAL TRACK SLPPORT BY m G MUH. DO sRES ATTACHED TO DOOR DOOR U'STALA. (TO 2 R0 SM WITH PATENTED TOGS. -DC SYSTEM M TOP, WTM a CcKTER). D IJ ILA. GALV. sTEn FLAG ePACQr. EACH rASTi]tED ro W000 3AMB WITN LACp) s/1e•.1-s/e. Woao c SCREWS. LISTED( CONFICLIR,, L HEADROOMIS B QC ' AVAILABLE As AM OPTION O VIEW Y" IHDpHr Mx• STEEL TRACK wl. TRACK TwDrtss:.oeo• u 1• s - o LOCK POSITIOII GI+ T Q IMP. 2-1/2'.12 CALv. Eta TRACK BRACTr. BOTHSEES) &i TWOPOWLDCmC ({) TRACK A02T$ PER SIDE tM 0 UN TOP BRACKET REPORT# 9606C « 110°'°AL C BARs N A $- U-1 PATTERNO. E. ONE U-DNS ON EEDR ^. NFAmryw OPTION E TWO U-BNLS ON BOTTCI SECTK)K swrom. ETC.) /14d/e' SNQi PETAL SCRPAS oP1OKAL VENTS A OPTIONAL OUTSIDE KEYED LOCK POSITRON uAEL ooaa WIDTH - 1e'-o• o 0 NOTE 1/: J a• SEIf ATY] eAS T SCRflYS. 3{ LA FM XNOES le LA INrtREETKAIr MWCE DOORS 1 . 3 LAC SCREWS ON 19 CCKTERS. 1 OD. 1K VIEW t' DOORS UP TO Y0' EILCI Op19R Of ({) S:noms (9 .Z CWFROAFRAME WKIIN U.v. -SH R WILD D. LAG SORE" MAY BE COU111ER91eE DOORS WFIt Y-0' 1eoH CONSIST OF (a) SECIIOMs (110T 910KR1). a0Ai1NC ON OUTS)E SURFACE (BUT NOT REDURD) TO PIIDADE A N191 MOUNTING STOP MOUROM BY DOOR NSTNLEA (TO SLIT) SLISACL HORIZONTAL AMISS 00 NOT rRANSFEA LOAD. 24 YELLOW PNE 44W m G I K GALV. STEEL END STILE n 2• n m }SB DASS OR OPT)ONAL 10 SCEW m GA GLV. REEL WTIIL SrU y 1 YREIDOK LATE 3 1 /e ARmlc L B 1101DED WSIOESFSII011R-R 12 G CALV. STEEL TRACK( G . sTEF1 LITE RETAPER e.3/: PAN 11EM SCREW - BRACKETS FASTDED TO WOW A" SKw OOArEO W" c-{o MN. (10 5T7E3Y5 PER UTE) 3 e.{ AENo10Hs ON xl CENTERS (C-Io WTTN ONE s/IHi.I -sro' LAC SCREW G1Lvwz-Cl BAKED -ON PRIMER. BOCK) dl :.• CIXIE% (2,000 PSI N/. COHORlL7 OR PER (RACK BRACKET. AND A SHOD-4H POLYESTER 1/a•..• rIPEON sORMs ON 17-Ih' CORERS (2.oao 7/16" ID. ROINO T TOP COAT APPLIED TO BOM SNAP LATCH ENGACCS PSI MN. fAE4ORTEI. WA4E76 NClLIOED WITH FASR]VER (ONE PER ROUEA) lea GALV. STEEL CEMEA EeHGE SIDES OF STEEL SM. 12 CA. CALA.V STEEL T. CAOOOOWO9NxLAT . $IELK ANGIOIS, I" O.D. LAN. WASHER REgRED fA51ENEp i0 PIKER. STIES W({) WITH TAPG0E1s. A oom MAY BE COUNNR9Rec 2' GKV. STEEL TRACK FASTENED r0 1 GA GALV. STEEL ROUFR WIK.ES I.cS/B' S1EET METAL SCAENS. BUCKET ARIOIED W/(4) WTER. STILE EACH SIDE OF DOOR. (BUT NOT REOURM) TO PRO+DE A fUR9H 1=TEA. CALV. STEEL ATTACHED TORACKBRACKETS. EACH BRACERS. F1 TDIEDB' TO EN SCREWSW I SNP TAP JCNIS. 14d e' 91EEr METAL MpRNSTI4c ACE HOWOKrAL 3AMBS DO NOT NTH ONE 1HED TOIL" CH a MAT {) I {'.3/{ UP'PPq SCRflYS PER END 1HIWOL UR LOAD. OR TWO 1/4' OLA. RIVETS. OUTSIDE KEYED ILArQE FNDFND 2" DLL SNORT•S7EM, 10 BALL STEEL ROLLER. DID A CALC EACH STILE SillE ,ly® MARK WESTERFIELD. P11 E FASTENED M00 wad- PREPARAnom OF IAAMS BY OTHERS SECTION C-[ fiD11M PE /4e{93 STILES ZQ) 14. 3/e- NSIDE NAIME R Iy' NaaM ClAOl1TN PE / 23832 SHEET3' TALL U$ ARa (4) 1/:.3/4' SELF OUTSIDE KEYED LOCK LOCK BAR m CL GILV. STEEL TAPPWC SCREWS. SNAP 1AT01 IO,K OPTION ENGAGES w Mw YEILD STRO CM: 50 KSI TRACK ON MOTE 2- ME DESIGN OF THE wPPoRTNc STRUCTURAL EIENORS DESIGN LOADS: +24.0 PSF k -24.5 PSF wu O OVT90E EACH SIDE SB: 111E RESPONSIBILITYOFME PROFESSIONAL OF TEST LOADS: +36.0 PSF h -37.0 PSF 1 t s• 3• Vu . 10 a ULv. STEEL U-111 ENo SLIDE BOLT KQQLE Of DOOR RECORD FOR THE BAIONC OR STR ANTE *0 N ACCORDANCE - W A 2-1-2- 1 PATTERN (LC TWO U-BARS STILE LOCK F)HUGEs WITH CImarr 8140NG CODES RDR ME LOWS LOW ON NWRAAL 1KMW.Af.S. AWC ym N 61E ON BOTTOM SECRNH, ONE U- BAR ON NW WO LUTIXAL iM$ ORAWYK:. .. Ww WADED 1rAL NmRsID. PART NO.: r SER10N ETC.J. EACH U-BAR ARAGNED TRACK. ONE NOTICE A MM I i SELF TAPP94 SCREWS LOCK ON ,V,M,y/q,T :a..e... Vrdese screw OtNUWiae Ck .-t A 51EL 202 PER a LDEATION. DOH sm s aaPAr BUU C PROD C S LD. TOLERANCES —IDEAL Cncn 106 ON 45202 e r,;, .a TIL Nu I-Is-381- 1Boo p a a..n —L soP. w.A. .0 - t.03 {YES 00N OmmurL Fm Na I-513-T62-3519 SFFTIDN A -A (SIDE NEW) . ulwi n, w iAA "i`Fa'„ M .00 - t.015DESCRIPTION: MODEL 6RST W4 I6-0 It8-0: 24/-24.5 DESIGN LOAD 000 - t.005 13 u GILV. STEEL BOTTOM BRACKET. ""y "- ` e-11.9+ - 1 .0000 - t.001 DRAWN BY: SUM DATE: 4/18/00 SCALE: NTS DWG. ATTA04M WITH (2) E14'S/ B• BEET METAL SCREWS. Iws.a ,..MMa ItiSflvn R ALIAYMW 3RUSIam ii Z (JC ThiM Angle - Oe9 es - tt/ 2• CHECKED BY: M1VW DATE: 4/18/00 SHEET 1 OF 1 SIZE 1J Projection 4 mEwjoRRs AAREE m wogs, DWG. NO.: 102138 REV. NO. 1 MODEL: 6RST (25 GA. STEEL SKINT REVISIONS MODEL: 4RST (24 GA. STEEL SKINT LISTED REV. NO ZONE: DATE: ECN NO. APPVD: DESCRIPTION OPTIONAL DSO CLASS OR 1 IA4 1 11/00 - MWW OTY (1) WAS (2) FOR TRACK BoLr 1 8' ACRYLIC LITES AVAILABLE 1) INTERMEDIATE STILE ( EE SECTION B-B) ATTACHED W HO( 1) I LOG [(TOP &BOT)ILE 20 GAL MIN. END STILES ATTACHED TO DOOR AND URETIW4 ADHESIVE (ALANC CENTER) SKIN WITH PATENTED TOG -I -LAC SYSTEM - 'I r 2' T 3' TALL GALV. HORIZONTAL INSTALLERSUPPORTTOSUIT] Dr-• A OP, BOTTOM & CENTER). 20 CA CAIV. STEEL CI n T 13 CA GALV. STEEL FLAG BRACKET. REPORT#9606C 18 LE GALV. ROLLER AC ET E TOPACH EACH FASTENED TO WOOD JAMB WITH eRACICETx3/a ATTACHED r/(3) 3) 5/16'xl-5/8' WOOD LAC SCREWS. I 25 GA. MIN. GALV. /14xs/•' SHEET MEGA LOW DOUBLE TRACK STEEL SKIN COATED SCREWS. E LOW HEADROOM ISLOCKPOSITIONWITHABED -ON PRIMER. y LAP ,S 0TRACK CONFIGURATION BOTH $IDES) AKAND A BAKED-0N POLYESTER Cl AVAILABLE AS AN OPTION TWO POINT LOCKING TOP COAT APPLIED TO BOTH DOOR SIDES OF STEEL SKIN. 14 u GkLV. STEEL HEIGHT 1' END HINGE. EACH 6-6 70 ONE3' TALL x FASTENED M Om 2- GALV. STEEL TRACK 51¢1S r 4) uxs 9 7 -0 6 20CDU—BAR ION KSI) SHEET e. MIN. TRACK THICKNESS: .060' PER DOOR SECTION. END SLIDE BOLT & (4) 1/4'.3/4' SELF 1" 8 - 0 88 STILE LOCK ENGAGES TAPPING SUMNS INTO VERTICAL x C` TRACK. ONE 0 TYP. 2-1/2'x 12 GA GALV. STEEL TRACK BRACKET. QQQQGGGG,,,,,,???? TT1111 4 p,. J' TALL . 20 G GALV. _ x"' a— LEACH SIDE PER SECTION. V- ARC (4) TRACK BRACKETS PER SLOE M OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR. r6H TYro 1 413/4' _SELFW TAPPING o LHR TOP BRACKET MAX. DOOR WIDTH 9'0' T• NINSIDE SLIDE BOLT DOUBLE HORIZONTAL OkII445/ 8- SHEET METAL SCREWS LOCK OPnON TRACK NOTE 1, LL. L DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN). FRONT FRAME WITH U.V. DOORS OVER 7'-O' HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). COATING ON OUTSIDE SURFACEDOUBLE TRA'13 4 GALV. STEEL BOTTOM ,rY- LOW HEADROOM OPON O VERTC,L JAM8 ATTACHMENT (WOOD FRAME BlnL1T!NCS): BRACKET. ATTAOHM LAIR Tw L1/ 4'x3/4' SELF 1/Z'x3' lAC SCREWS ON 24' CENTERS. I' O.D. YIN. J /14.5/8 SHEET METAL SCREWS. ii i1 v WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK "" \ SSB CLASS OR OPTIONAL 10 SCREW TAPPING SCREWS. AWINIUY ADaRusioNTNERSTRI WINDOW LIRE 14 CA ENO HINGES 18 GA INTERMEDIATE HINGE ( NOT REQUIRED) TO PROVIDE DOA FLUSH MOUNTING k VINYL rTw1RH[it571trP. 1/9' IJTE $ECTKTN B-B SURFACE. HORIZONTAL JMiBS DO NOT TRANSFER LOAD. MEW '' B VIEW C r STOP MOULDING BY DOOR INSTALLER (TO SUIT) 2x6 YELLOW PINE JAMB 1 / r 20 GEL MIN. GALV. STEEL END STILE 20 GEL CALV. STEEL INTER. 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'xl-5/8' LAG SCREW PER TRACK BRACKET. SECTION A -A (SIDE VIEW) J8x3/ 4" PAN HEAD SCREW TIC VERTICAL JAMB ATTACHMENT (CI MOLDED INSIDE (10 SCREWS PFR LlTE) END 7 RTI PSI MIN. CONCRETE C4LUMN I STILE 3 8'x4' SLEEVE ANCHORS ON 24' CENTERS (BOTH LITE RETAINER INTER. C- 90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES SnLE 1/ 4%4' TAPCON SCREWS ON 24' CENTERS (2.000 ONTO VERTICAL. TRACK. PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON SLEEVE ANCHORS. I" O.D. MIN. WASHERS REQUIRED EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REOUIRED) TO PROVIDE A FLUSH OUTSIDE MOUNTING SURFACE HORIZONTAL. JAMBS DO NOT HANDLE TRANSFER LOAD. OUTSIDE KEYED HANDLE18 GA GALV. STEEL CENTER HINGE STILE END LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. Al I FASTENED TO INTER. STILES W 4) 2" GAIN. STEEL TRACK FASTENED TO J ` 14 GA. GALV. STEEL ROLLER HINGES /14x5/ 8" SHEET METAL SCR I OUTSIDE KEYED LOCK LOCK BAR LOCKING 12 GA GALV. STEEL TRACK BRACKETS. FASTENED TO ENO STILES EACH W/(4) INSIDE HANDLE TRACK ATrACHEO TO EACH BRACKET 14x5/8" SHEET METAL SCREWS AND DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. WITH ONE 1/4"x5/8" BOLT & NUT (4) I/4'.3/4- SELF TAPPING SCREWS PER END HINGE. OUTSIDE KEYED LOCK TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. OR TWO 1/4" DA. RIVETS. SNAP LATCH LOCK OPTION Row. ax.s,o .R Ram w awe 2" OLA. SHORT STEM, 10 BALL STEEL ROLLER. PREPARATION OF JAMBS BY OTHERS. f ronK.i PART NO.: - HT+12 A JAMB CONFLGURAnON QOPAY r1N[gA m lFieaa Sorted 011Jw.ue !12 Tf A A Sala 1600 fTOLERANCES — IDEAL C6ldnmti OH 45202 SECTION C-C n •.el. w r a d.da+.0. e.eG aw4aeme. id Ala I-13-381-4800 0 - 1;.03 mus woomm Fax ft 1-513-782-3519 NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON MARK WESTERFIELD, P.E. A L i x,Pn,'e w r,, m eel 4eeaan ^^4 xd a,..r.aw. 00 ' t •015 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD 000 t.005 0000 >:. 001 DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. T Degrea, FLORIDAP.E. 48495 THISDRAWING. J !/ Third Mgk t 1/2• CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF I SIZE LJ NORTH CAROUNA P.E. /23832 Prof«bon - Unbax Slated M>.er.(x Oyp4Spms ARE IN 11.CHm DWG. NO.: 102137 REV. NO. I 4 3 2 rPSIi'B990'i^ ITr4a iTif n aTa r.h, 10-03-203 9:S2AM FROM P.1 CITY OF SANFORD PEPI%Irr APPLICATION Permit # :_-L 9 Date: Job Address: 0 a Qe Description of Work: ,P. r /i y S Historic District: Zoning: Value of Work: L, e w V'orzc qq Permit Type: Building Electrical A.-'_ Meehtlrtical _ Plumbing Fire Sprinlder/Alarm Pool Electrical: New Servioc — # of AMPS Addidon/Altera6on Change ofScnicc Temporary Pole Mechanical: Residential Non -Residential Replacement, New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Linty # of Gras Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type; Residential t Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FBNIA form required ro. Omer than X) r Parcel #; // Cln( Attach Proof of Ownership & Legal Descriptioq) Otvn¢rs Namc 8t Address: /Sf Clntt a F Phone: 3azrP1 1 Contractor amc & Address: /%O- r ii 4'4! [/d l l%Ltr i i%' r C i „a %%ay State License Num ber: Phone &Fs,r; 0 f` _ p.t3-OictPerson: Phone: Bonding Company: Addre.e5: MorteaCe Lender: Address: ArehitccVE:ngineer: I'hone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commcncod prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction, I understand that a separate permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS. WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurau and that all work will be done in compliance. with all applicxnln law, rcgulacingconstructionandtoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOult PAY!N6, TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDP.R OK AN ATTORNEY BEFORF, RECORDING YOUK NOTICE OF COMMENCEMENT. STLCE: In addition to the requirements of this permit, there may be additional n:strictions applicable to this property that may be found in the public records o: this county, and there may be additional permits required from other govcmmenta entities such as water management districts, state agencies, or federal Agencies. Acceptance of permit is verification that I will notify the owner of the property of the rcquircment5 of Florida Lien Law, FS 713. Signsturt of Uwner/ARenr Print Owncr/Agent': Nornc Date Signature of Votary -State of Horida Date Uwner/Agent is --_J'crsonally Known to Me or Produced ID .. Sicnaturc of Contractor/ACew Date Pri/nt C: for/Agent's Namc S,Snature Oi ry-Sutc of Flunda Uate Contractor/A%cnt is-1'1crsonally Known to Me or MY Cornmfealon D0201661 Produced ID _ of Expires May 17 2007 APPLICATION APPROVED BY: Bldg: ._— Zoning: Utilities: Initial & Date) (Initial & Daic) Spoc,ai Conditions: F D: Initial & Dutc) (Initial & Da(c) T,!.?'„r[:yr :.w rr, ;, rr; •a1y' CITY OF SANFORD PERMIT APPLICATION Permit # .. Job Address: Description of Work: l Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pogl.. Electrical: New Service —:# of fjMPS Addition/Alteration Change of Service Temporary Pole Mechanical! Residential Non -Residential Replacement __ New (Duct Layout & Energy Cali` Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial_ T — Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required, for o.Lhe.r than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: o• Contractor Name & Address: __ 6. '; ate License Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: ArchitecUEngineer: Address: Phone: Fax: RlkSSO qG 7 5F,53onj1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will bee in compliance with all applicabh: law:: r'cyit3ating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CON ENCEMENT MAY RESULT f1N Yol IT< 1'/%SING TWICE FOR DAPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING ONSULT% WITH YOM LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. / NOTICE: In addition to the requirements of this permit, there may be additional restrictions this county, and there may be additional permits required from other governmental entities < Acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date O% wrer/Agent is _ Personally <nown to rote or Produced ID be found in the public records of state agencies, oi,fr,deraI agencies. lurre en t Flo a Law, F 713. l5 03 Signature Cont.actor/Agent Date i- T G. DELLO RUSSO Mm Contractor agent's Na e Signature of too_ -%-State o Flonda Date ti. Contractor/ AL:ersonahv Known to Me or Produce, APPLICATION APPROVED 131': Bldg: Zoning: L;::.::e;. I:D: Initial & Date) (Initial & [)at,:) Initial & Da[ `- (Initiate 1 & Dat: Special Conditions: ri i+y,: MIRINDAC.TURNER w: A'/- E£Ik41MSS N ,--N-24D 12893- a; EXPIRES: JuneI 14 2007 4r Bonded Thu Notary Puhlc Undarwriturs