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311 Appaloosa Ct - BR03-002431 - SFR
PERMIT ADDRESS CONTRACTOR D R Horton ADDRESS 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR S MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERAUT NUMBER FEE FEE MNI PERMIT #6?• 94,3( DATE I PERMIT DESCRIPTION yr taw PERMIT VALUATION M ;a SQUARE FOOTAGE A fg5 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 311 APPALOOSA CT for which permit 03-00002431 has heretofore been issued on 7/25/03 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 rQ,( complies with all the building, plumbing, el trical, Oning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE AP OVAL BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: Drainage Maintenance Bond PUBLIC WORKS: Street Name Signs Storm Sewer Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 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 FIRE: Inspected Sewer Lines In Sewer Tap Street Paved Street Lights Driveway FEES PAID DATE APPROVAL DATE AMOUNT 8 20 03 8/22/03 7/28/03 8/25/03 8/04/03 7/28/03 7/28/03 7/28/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 4 CERTIFICATE OF -OCCUPANCY / COMPLETION This is to certify that the building located at 311 APPALOOSA CT for which permit 03-00002431 has heretofore been issued on 7/25/03 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-OPEN SPACE 01-POLICE IMPACT RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 7/28/03 279.61 7/28/03 91.93 7/28/03 12.27 7/28/03 847.00 7/28/03 12.28 7/28/03 1384.00 7/28/03 650.00 7/28/03 1700.00 QLC OWNER BUILDIN CIAL / DATE CERTIFCATE OF OCCUPANCY L= NPi- bill) 3533 g Af,fy REQUEST FOR FINAL INSPECTION j\ C"-er SINGLE FAMILY RESIDENCE**** DATE: -6 PERMIT #: ADDRESS: \ CONTRACTOR: VV AcG r-" PHONE #: \Ui - a - '1 8 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. 03 Engineering K- :1 Fire (\ Public Works P f oirn5T-r) 7—Zoning Utilities Licensing t\ 1 r\- CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) Im I 1 I I I I I I Md 1 I ' ' I 1 I 1 1 1 I 1 I 1 I CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTI(, i l SINGLE FAMILY RESIDENCE""V"-), 1 41 1 DATE: O PERMIT #: C - o? L13 lJ ai a a O H CO 1 oADDRESS: \ o Ca ovc v a v racL W rv CONTRACTOR: Q) c- Cj r"' PHONE #: y(`)- 8 -,'i, a -A 8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works RETro/ Fire I Zoning Licensing n \ Pr CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the'instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION ForInsurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 311 APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 119, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, d necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): tY' or ##.####n NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2, COUNTY NAME B3. STATE CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL I 89. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX1 B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOODZONE(S) Zone AO, use depth of (boding) 1202940045 E 4/17195 4/1/795 A 24.5 B10. Indicate the source of the Base Flood Elevation (bi-E) oata or vase n000 aepin entered in r3a. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. 811. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ 812 Is the building located in a Coastal Bamer 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 iscomplete. 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, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-aA below according to thebuilding 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 thatused for the BFE. Showfield measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 28. 2 ft.(m) CU o b) Top of next higher floor N/A. ft.(m) M o c) Bottom of lowest horizontal structural member (V zones only) NIA. ft.(m) o o o d) Attached garage (top of slab) LT 6 ft(m) w . *Iil o e) Lowest elevation of machinery and/or equipment d servicing the building (Describe in a Comments area) 27.7 ft.(m) E ro tT o f) Lowest adjacent (finished) grade (LAG) 26.8 ft.(m) Z, o g) Highestadjacent (finished) grade (HAG) 27. 2 ft.(m) o h) No. ofpermanentopenings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT STR 1 ORLANDO FL 32803 SIGNATURE - DATE TELEPHONE 11/20M (407) 425-7979 FEMA 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 lrsuranceCon panyUse: BUILDING STREET ADDRESS (Induding Apt, Unit Suite, andlor Bldg. No) OR P.O. ROUTE AND BOX NO. Policy Number LARGO 311 APPALOOSA COURT CRY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, ORARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompary, 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 ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number_(Seled the building diagram most similar to the building forwhich this certificate is being completed — see pages 6 and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basementor enclosure) ofthe building is - t(m) —In—(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higherfloor or elevated floor (elevation b) of the building is _ ft(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery andlor equipment servicing the building is _ fL(m) _in.(an) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: Ifno flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown The local official must certify this information in Section G. — SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h andC3.i only), and E forZone A (without a FEMA4ssued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, a G and E are correct to the best ofmy knoWedge. 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 ordnance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G ofthis Elevation Certificate. Complete the applicable items) 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 orlocal law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. Acommunity official completed Section E for a building located in Zone A (without a FEMA-issued or community4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is providedfor communityfloodplain management purposes. PERMITISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCl1PANCY 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 offlooding at the building site is: _ fL(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PJLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 119, BAKERS' CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. CERTIFIED TO AND FOR THE NOTE: EXCLUSIVE USE OF: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE D.R.H. TITLE COMPANY OF FLORIDA INC. THE REQUIREMENTS SET FORTH IN THEFIDELITYNATIONALTITLEINSURANCECOMPANYOFPENNSYLVANIA JOHN D. LEATHERMAN AND MARINILDA MORALES CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CH MORTGAGE COMPANY, I , LTD. 1"-30' APPALOOSA COURT GRAPHIC SCALE 50' RIGHT-OF-WAY 0 15 30 PO14 N89'35'18"w 362.88' QPC221.80' - --- 141.08' - - - - - - - - 1wI CENTERLINE OFIoSvIRIGHT-OF-WAY S89'35'18"E 60.00' WALK 15 WALK IS I. OFF :. s4^.•1.1y.;:. ':` >:::': ..'. 1.5, OFF Pl--1 67I6 TVl EASEMENT LOT 120 w O CV0- d' O CV O O Z 7 - - ---------------- ry C6"CaE DRIVEWAY •.:;3' C/W 10.0' ..:. : ..0..'.:::: .: 10.0' 20.0' b :"? b 15.0' d COVERED 5.0' ENTRY 13 ONE STORY o CONCRETE BLOCK RESIDENCE o FINISH FLOOR ELEVATION-28.24 40.0' 10.0' 10.0' UNCOVERED, ncN LOT 119 1 ti,Z N89-35'18"W 60.00' s TRACT "G" BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 11-7-03, 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. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 119 AS BEING S00'24'42" W PER PLAT. FIELD DATE:) 7-15-03 IREVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM41809 DRAWN BY: FINAL II-7-03 CKB OUNDATION 8-12-03 CKB LOT PLAN 5-15-03 SOO LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE T 1. 4 EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRIM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PI•AT m MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 Q FND NAIL AND DISC LB #6393 (11/7/03) O FND 1/2"IRON ROD AND CAPLBg6393 (11/7/03) CNA CORNER NOT ACCESSIBLE A 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 CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE 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 STATUTES. r FOR THE FIRM WILLIAM R. MU ATEIL JR. PSM//492 DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: (', C?1 I ADDRESS: CONTRACTOR: P, V c, C o r-1 PHONE #: yv-) - 8 a - A 8 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. ngineering Public Works Utilities 0 43 -- 1I/z1/o3 D. Swe zs7 D Fire ( I Y`a Zoning (- i\ Licensing N"' \ ` N- CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) TZ sar g7„Z p S Z,,ijii\A..^!':?' - h. F•y r .. \`::Y,'f5i^l.+M;Y'i:, KJ}.. CITY OF SANFORD PERMIT APPLICATION p Permit # .f — 7 3 Date: C/ r Z ' 6Z—B Job Address: 07 Description of Work: M-///C_ Historic District: Zoning: Value of Work: $d Permit Type: Building Electrical Mechanical Z Plumbing Fire Sprinkler/Alarm Pogl.. _ Electrical: New Service — # of Iv1PS Addition/Alteration Change of Service Temporary Pole _ Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy Cali. Required) h•T. Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial` -- Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for ofber than X) Parcel M (Attach Proof of Ownership & Legal Description) Owners Name & Address: y — Phone: Contractor Name & Address: License.,Nu Phone& Fax: T.OKTiy AffARV &Tl1Q1Qo Bonding Company: Address: IT G. DEIA RUBW PC#= 32A48 409-5es3,009 Mortgage Lender: Address: -•--------.. _ Architect/ Engineer: Phone: _ Address: Fax: Application Applicationis hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AiR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be don in compliance with all applicable. laws mpplating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMME CEMEN MAY RESULT IN YOUR )'APING TWICE FOR DAPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, C SULT YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restric • ns applicable this pr'opethat may be/found i the public records of this county, and there may be additional permits required from other governmental ties such as er age nt districts, tate ag its, m fcdcral agencies. Acceptance of permit is verification that 1 Hill notify the owner of the propert of the requir Florid ien , S 713. /j 1 /o Signature of Owner/Agent Dat azure of Connector/A ent Date OBRTG. ULLO RUSSO Print Owner/Agent's Name Print Contractor Agent' e Signature of Notary -State of Florida Date Signature of 1`o_:y-StaRe of Florida Date J 0%% ner/Agent is _ Persona111 no11n to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Specia! Conditions: yn s DIANE CAROL TOOMANIAN Contractor/ Ac:-::s _ I gb . 3Ci rW qP",WON 0 DD 184& Produce : EXPIRES: February17, 2007 PLM tlnderartaa VD: Initial & Date) ( Initial Date) (In ia I & Dat: r Kum CITYOF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number: 3 \ Date: 1 The undersigned hereby appliessfqr apermit to j{tstall the following electrical: Ownefs Name:'rQ lyle 10n Address of Job: h(Zsa.. Electrical Contractor/_I /o1e,,aA'c Residential: Non -Residential: air ... . t Number Amount Addltlon Alteration, Re air Residential & Non -Residential New Residential' AMP Service New C mme • " AMP Service Change of Service: From AMP Servioe to AMP Service Manufactured Building Other. 0escr11t on o ,Work:• A lication Fee: 10.00 TOTAL DUE:.,„';. By Signing this application I am stating that I am In compliance with City of Sanford Electrical Code. Applicant's Signature State License Number CITY OF SANFORD PERMIT APPLICATION Permit # : 3 —1 Job Address: Cl I Description of Work: Historic District: Date: 3 Pveacjw-,. C4. Loring: Value of Work: S v 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 Cale. Required) Plumbing/ New Commercial: # of Fixtures V41— # of Water & Sewer Lines # of Gas Lines CD Plumbing/New Residential: # of Water Closets :2— 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) State License Number: Phone & Fax: d'7 3 - 22b Contact Person: ti Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is -hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this pro that agencnicshcorufc c records of this county, and there may be additional permits required from other governmental entities such as water mans ent distreral agencies. Acceptance of permit isverification that I will notify the owner of the property of the requirements9f•FFLpfi4,a Lien Law, FS 713. / Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID firAPPLICATION APPROVEDBY: Bldg: Zoning: Initial & Date) Special Conditions: S- wLxn /-v\Wc.A Print C /Agent's1Namle y l I Sip, y , Signature of Notary -State of Florida Date MARTHA Y. HALL r MY COMMISSION # CC 87SUO Contractor/Agent is Pers ' , „ to W6 ES: February 1, 2004 Produced I D ' .Nf S` ' eondoo Trw Notary Pudic Underwriters Utilities: FD: Initial & Date) ( Initial & Date) (Initial & Date) r z-bb-203 % : (9AM I RUM fnf7 o'r+. ., .. .q'r,Y;v-wnr•Y'•Y:r .. •.n+,?u,. ,.. 'n•. Y:: _. .. CITY OF SANFOR.D PERMIT APPLICATION Date: IZ Permit Job A, I pF,lFrjvliop of Work; 141 .I P111611I viluo q W641 F•irc S nnkler/Alarm Pool — rermll Type: Building,__ Eleunieal „ Mechanical Plumbing P Electrlcyl: New Service - a of AMPS '1.15 0 Addition/Allermion Change of Scrvicc Temporary Pole Mechanical: Residential _ Non•Resldential Replaee•ment New (Duct Layout &Energy C61c. Required) p of Gas LincS — PlumbinV New Commercial: is of Fixtures III of Watts Sewer Lines —• Plumbing/New Re.sldcntlal: N of Water Closets,_ Plumbine Repair - Residential or Commercial Occupancy Type: Residential I Commercial Industrial Total Squire )'outage: N of Storiti: a of Dwelling Unih: flood Zone: (FENS^ form required for othrr Construction Type: -' Attach Proof of Ownershlp Q lxgal DisciIptton) Parcel a: 7 ' _ O..ntt+ NameQ: Addrt+a: 1 5 7 UY Phnnr. Contractor t4amc & Addres.•: 7 Llecnse Numhtrr N\..0 2 ... Philnt: 1,.1 _ .3zg . Gc 3`i Yhonr A Far: U7 " > ' tH 14 ! - Contact Perion: Dond;ng crimpsnY ssortga6t Lend- Addrns' Phone. Architt•cVEneinetr: Fas: Ad,lress: o wink Apphution Is hereby made to l work a permit to nrmod 10 mod undudothework3ndsofoilonsslanwsregulatting certifytonshittrucuon in thisjurisdicdon. his l undcnontJ hot APrior scparstc p4ml, c of a permit and his all work will be OR POOLS, FURNACES, BOILERS, HEATED, TANKS. and patnilmustbesecuredforELECTRICALWORKPLUMBING, SIGNS, WELLS, AIR CONDITIONERS, cie. OWNER' S AFFIDAV IT: I etfti(y that 11 ot•the soregoing Information is aecurau and dut all writ will be done in corrplianot with All +ppl,coble 11%" rcBulrnng construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU MTEND TO OBTAIN FfNANCQ4G, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERtCORDMOYOURNOTICEOPCOMMENCEMENT. NOTICE: In addition to she rcgviremenu or thin permit, there rruy he additional resrrieUons applicable to thts properly t)ut troy be found in the public rc4ords of thiscounty, and there may be addidonrl permits mquirod fmm other govommenul rnnna such as ware* manogemenl dismcu, sat tc rgrnctei, Or icdrnt sgrnc16 Acccptarxc of penNt is vcririeunon th.1 I will notify the owner of he property of the requlremenu of Pion 1 U w, F\ I). Signature of Ownu'/Agent Wic SiCrtuturc of Con"clor/AgcIi Oal< Print Owncr/Agtnt's Nantc Y t Contractor gcnt't c Data Sicna(utc Of Nulnry•Scarc of Flnnda Cignaturc of y•S(ttt nl slon t,• u„Inelnr/A enl IT Yr.: n,u,ly Known toM, •n tw„ fir/n.nt II .._ Ycihmanv Knntvn w Mc VI rinducrA II) .,. ...— Yrutlui t:1111•r _.. ...._ Guunig:. _ 1'I'l.11'AllO\ A),I'I(OVF.0IIY• 111rig; .. tlmu311 IAIc) (Drn.il J Ua:c Ihtc) ( Uuual $Date) YPr,, r Marie A. Zettlemoyer CommissionODD221380ul15, 2007 ExpirBoo„ded Tbru Atlantic Bonding Co., Inc. 5 i I ai-ip- Lo-zu FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on oases 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXXX UNNAMED ROAD CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 119, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential; Nbn-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE SEMINOLECOUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Lone AO, use depth offlooding) 0045 E 4/17195 4/17/95 A 24.5 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 69. 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): _ 612. Is the building loc2ted in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' ® Building Under Construction' Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO 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 NGVD29 Conversion/Comments _ Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 28. 2 ft.(m) M o b) Top of next higher flbor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o 0 o d) Attached garage (top of slab) N/A. ft(m) E o e) Lowest elevation of machinery and/or equipment cc 6 servicing the building (Describe in a Comments area) N/A. t(m) E o 0Lowest adjacent (finished) grade (LAG) N/A ft.(m) Z m o g) Highest adjacent (finished) grade (HAG) N/A. ft.(m) o h) No. of permanent openings (flood vents) within 1 It. above adjacent grade 0 d Q o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH PTRkTNA180 P I ORLANDO FL 32801 SIGNATURE DATE TELEPHONE I AM jjjj)tV, M I 7/23/03 (407) 426 7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. ForlnsuranceCompanyUse: - BUILDING STREET ADDRESS (Irducr g Apt, Unt Suite, and/or Bidg. No.) OR P.O. ROUTE AND BOX NO. Poky Number 0= UNNAMED ROAD CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHRECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) ForZoneAO andZone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. Ell. Building Diagram Number_(Select the building diagram most similar to the building forwhich this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch orphotograph.) E2. The top of the bottom floor (including basement orenclosure) of the building is _ fL(m) _in.(cm) above or below (check race) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ fL(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3,h and C3.i only), and E forZone A (without a FEMA4ssued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are cornet to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G 1. 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 lawto certify elevation information. (Indicate the source anddate of the elevation data in the Comments area below.) G2. A community offidal completed Section E for a building located in Zone A (without a FEMA-issued oroommunitywissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER, G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ofthe building is: _. _R(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ fL(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS 111111101111U11111UIIW11111111111111111011111Iall a MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04854 PG 1317 THIS INSTRUMENT PREPARED BY: CLERK'S # 2003096368RECORDED06/06/2003 1116507 ANPatriciaL. Coupon D.R. Horton, Inc. RECORDIN8 FEES 6.08 6250 Hazeltine National Drive, Ste.: 102 RECORDED BY L McKinley Orlando, Florida 32822 RECORD AND RETURN TO: 3I I Ab tl00Sck C t — R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 1020 Orlando, Florida 32822 NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) 117, 119, 131, 136, and 139 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 #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone it: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone it: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida desipated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Flonda 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(l)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Hopj+Aut-,4, 0 by: o e awson, tent Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of 2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corpo ton, on eta o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid A o A PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDACCOMMISSIONNO. DD134330 MYCOMM 551ON FXP. ULY26,2006 6— ure Notary Seal C R i iCD COpF IWARYANP& MOIL ftERKOFCIRCUITCOURlILE (, N1 „ FLORID nor L J11N 0 6 2 OD,3 COUXTY 01- 'A1vi:Ki'-!0LJ. U"'IUIJ) BY 17h74KENT KLMPER 103-75523 Y. DIRLDINT rIRMIT NUNSEROI_C Q)V. CITY) COILITY 1108EAK UHTT ADDREsso I Of-, 0012 wi1:[WIVI210510 TRA&T-. PLAT ECOKS PLAT BCOK PAEEs ff"INi *k APPLICANT VAMEs ADDRE$8 .. ................ LAI-I'D UEE CAIECCRYs C01 - Single Family Dotached Hounc) YfK UfKv Residential VQRX NFECRIPTIONs Singla Family Hwoec Dotachod - Ccwstructbmi BENEFIT I ------ PATE FEE UNIT RATE PER N Q TYPE TOTAL TT':''' DIST SCHEDUnE DESC. UNIT 01 UNITS 06ABE-------- 2 ------------------------------------------------------------ ARTERTOLS ED-WIDE 0 dul unit 2 705.00 1 0 /05.00 0 dwl unit 142.00 1 0 142 00 L TA';N A'-6' co -WIDE 0 dwl unit 0 54.00 1 1 51 001 00 OUCILA CC -WIDE 0 dwl unit 21,304.00 1 a qmnnoo NEAFIVLO DYs AMDUNT DUZ 1 NO i; TO RECEIVING SZGVATURY/PPPLICANT: FAILURE TO KOTIFY nEMYR = T: 1.11;1:::LY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. 04 0' DISIRIPUTIONs 1-CCUNTY 3-CITY Z A! TIAChNT A -COUNTY hDVICED THAT THIS IS h SThTEMANY OF FEES WHIC s DU" E !ND PAYABLE PRICR TO ISSUANCE CF A till. IL. P&RNIT, AUSO hDVISEO THAT ANY RIGHTS OF THE APPLICANT, OR UAAFR, TO APPSPL TkE CALCULATIONS CF THE ROAU, LIOPORY SYSTRn hNn/0Z FTLMhT!0Nh!. ( SUiMM IMPACT FEES MOST BE EIERCISED BY p I L ING A VRI71TH RECLEST WITHIN 43 CALENDAR DAYS QF THE %7cKX111No AURtYFLIKI: DATE n%%, OUT MOY LAYCR THnN CCRY.... 10nYX OY O1CWPnA1Y 0::,, TKE REQUEST FUR REVIEW KUST PRET TPE REGUIRVIEHY1 LN7 I= DEVCLUT,ENT CODE. MOPYES 07?3ga RU'.i OOVERNINO K:"PiAU"; WAY = PICRED UP, OR RUC1.:ESTF'i.0, NOM THE PLhM 11PLEMYNTATIPH 1102 FACT FIRET SYRECT, SAMFORD, FLORIDA 327VIg (107) 665-701% PAYNINT OKCULD VE MADE TOc CITY CF 0ANFOZI) PU:0- DING SAYVENT KKOULD BE BY CkECK CR KOVEY CRCER, AX0 OPCULO RFn:.M%T:: AND CITY BUILVI1' 5 PERMIT NJABER AT THE 70,"" 330TIAS cThyLNZNf 1S VAU10 ONLY IN CUAJUASTION WITH ISIUAKIK OF AT0:' FAMILY BUILDING CITY OF SANFORD PERMIT APPLICATION • Permit #:- Job Address: Description of Work: Historic District: "Zoning: Value of Work: $ ' / t -tom 0 OAS- B- Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Tempo6ry Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # ofWaterClosets Plumbing Repair- Residential or Commercial Occupancy Type: Residential V Commercial Industrial Total Square Footage: 'yW Construction Type: I3j0C-Y-- # of Stories: A— #.of Dwelling Units: , Flood Zone: (FEMA form required for other than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: l iGz` Cr tWGE l1 I G 1 L)k. Il lJt<iANl t`),- ` 22 Phone: Lia Contractor Name & Address: t Aa ! • L1 _ _ rp '- f ( _ (C Z ' Z^ State License ),_ S Number: 41 V Phone & Fax: _ - -' I 'Contact Person: eou f-).) Phonc:`AMD -G_ l.ol Bonding Company: Address: _- MortgageLender: __....... Address: —___--- - - --- Architect/ Engineer: N -C tjJ2CxPPhone: Zko-') "-Y t, r tAco- Address: 4@11 KC)Q- 4-} .` uslu-4 A 1-*t-,ojjE . F\ 32:ikA- Fax: 4C5-- — 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 be done in corripliance with all applicable law.: regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUI, 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 p t i .fi_c attify the owner of the property of the require nt of Florida Lien Law, FS7J 3. Signature o Owner/Agent Date Sr atur ofContractor/Agent Date Print Owdei/ Aaent's Date OFFI ICYA COUL'YUt-4 -11311, ARY PUBY NO. DD1 O oa 3 ICATION APPROVI 1) BY: Bldg: %unin ,: Print C t or/Agents Name Signature of Notary -State of Florida Date OFFICIAL NOTARY SEAL PATRICIA COTaULTON Rm Contractor/ Auof i eOMf BL 1 r O. D 13 4330 A Produce 1[ MISS . UIUJ SiU MYea r. tY- 21;2006 Initial & Date) (Initial & Date) Specia! Coeditions: Utilities: PD: Initial & Date) (Initial & Date 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 119, Bakers Crossing Phase 2, 311 Appaloosa Ct. 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 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. WITNESSES: Signature Patricia Coulton Printed/ Typed Name Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Owner) ED_rau&— - Signa 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 personally known to me or who produced their Florida State Identification. OFFICIwLN A PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,2W6 Notary Signature Notary Stamp 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # SUBDIVISION: BAKERS CROSSING ADDRESS "?t 1 a L.00-QA C'i«, SA I Ot-p ='L )XT C'ff C,p-L ,/ST BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 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 APPEx CONTRACT Dri U6 6d Rrm I hea Limited Power Of Attorney name and appoint: Craig Coulton andQ r! r 14.— each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Building Dept. of: 6aniiz, For a residential permit for work to be performed at: Lot # : C% Subdivision : ``sCrass,( 0 Address: 30 Ali A LDS A Co tAQ. 1 01a i L . 3 a-13 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrument was acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who is personally known to me. State of Flofida County of Oran 70FFICIAL N-107TAX iSEALOULTON NOTASTATE OF FLORIDA COMMISSION NO. DD134330 MY COM M ISSOV zXp. JU Y 26,20(%, Notary Public Signature Notary Seal CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 - FAX # (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) MAIDEN NAME NAME t-tUr1"on . lC SERVICE ADDRESS 'mot I At;Pa MAILING ADDRESS TURN ON DATE r-ow). ca;..d. SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE COMMERCIAL HOME# OWNER OF PROPERTY L ),i` rt0 WORK# 4 Qqr-i35:i-q l0 1 I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO' -TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BE PAID AT THE TIME. NG NON- 0 ANOTHER SERVICE ADDRES SIGNED; DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ CUSTOMER# APPLICATION FEE $ _ LOCATION# OTHER FEES $ LAST BILL READ THIS READ TOTAL $ CSR DATE Y CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT I. Two (2) recent boundary and building for location it for tuscturesing setbacks not fences) from all structures to property lines per 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: er a, Foundation plan indicating reinforcebar replacement. walls. Provide side view details of these footers with r b. Floor plan indicating interior wall partitions and room identification, roomdimensions, door, window, and/or opening sizes, smoke detector, locatlon(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. Finish floorelevationheightasperCityEngineeringDepartmentorsubdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components of wall section. e. Framing plan for floor joists where conventionally framed. Plan to Indicatespan, size and species of materials to be used. O f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. O g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: 4 . S.F. Garages/ Carports — S.F. Porch( s)/Entry(s) S.F. Conditioned structure Total ( Gross Area) O 3. Three (3) sets of complcted Florida Energy Code Forms (Form 600-A-97) O 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. O 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the CityEngineerfordetailsregardingthearborordinanceandpermit. O 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNEWBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic bCattls - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewRll 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATUREaj By Owner or Authortied Agent) EMWAPEX SY G C)TqTFZQ t_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Address - )5, `c __X. kflZ City/State/Z1p ll l.ZCfl, 1 37 ZZ Phone & Email Sentricon' Ey2 ltriirl d&o item Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address Clty/State/Zip Phone R Email INSTALLATION ADDRESS: -6 I t-\ VVIN )C%S A (C kV--1 3 SW I niZ 7} SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED:FLU DAMAGE REPAIR WARR.Ai iTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVEERN,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; and4, during those years, Inform the Customer of: a. any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifiedpropertysubjecttothetermsandconditionsofthisagreementfor Mlgnkkmper quarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer wnrrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the nrea(s) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or underthearen(s) baited. 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. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY, 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 no. event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatmentysprior may have and erns Is their dust, pollen, respiratory lity to nIllness, orfy ApexIniolngnotlessthanther condition that vmay)be activatedtor exeatment acerbateddby the productsing any ergy or and or sensitivity concerning odors, dust, p techniques utilized by Apex. GENERAL TERMS AND CONDITIONS Byspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All components of the Sentrlcon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2 On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer to retrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection ordiscontinuingtherelatlonship(note: Conventional "liquid barrier" method of termite control may not offer an effective meansofcontrollingcertaintermiteinfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)If the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if theCustomerelectstodiscontinuetherelationship, or if Apex cannot offer an effective different form of termite protection, refundtotheCustomeranamountequaltothefeepaidforservicesnotyetreceived, and;.(5)retrleve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of theComponents; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONSAND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to thelocationofanyStation, or; (3) soil is removed or added around the foundation, or; (4) any tampering of batting equipment or supplies occurs, the Customer will immediately notify Apex in writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided. by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGERELATEDTOSERVICEApexwillexerciseduecare while performing any work hereunder in avoidance of damaging any part oftheCustomer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. timetheworkIsperformedexceptthosedamagesresultingfromgrossnegligenceonthepartofApex. PAYMENT/ DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may withoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force and effect. CHANGE IN LAW. In the event of a change In applicable law as it pertains to the services promised herein, Apex reserved the rightto 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, stNkcs, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; ( I)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures fot commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all the provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. Thi proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thlrty-six) months from the initial date of Installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, In its sole discretion, that It Is unable to prevent or stop further damage to Propert 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 t The Apex Corporate Office. Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the Identifie Property for any purpose contemplated by this Agreement, including but not limited to re -Inspection, whether the inspection was requeste by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for it period of 1 (one) year from Its effective date. After th Initial 12 ( twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex within thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407459-2847 407-858-0540 813-221-2847 800-929- 2847 888-764-2847 877-459-2847 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Buildinq Performance Method A Project Name: 1965 Builder: DR HORTONAddress: 311 ApML Oo -A COLLRT Permitting Office: City, State: F-L.. -302_4743 Permit Number: Owner: Q . vpr'j Jurisdiction Number: Climate Zone: Central I. New construction or existing New - 12. Cooling systems2. Single family or multi -family Single family - a. Central Unit Cap: 42.0 I Btu/hr3. Number of units, if multi -family 1 4. Number of Bedrooms 4 b. N/A SEER: 12.00 _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1967 ft' c. N/A 7. Glass arcs & type a. Cleaj - single pane 222.0 ft' - 13. Heating systems b. Clear - double pane 0.0 ft2 - a. Electric Heat Pump Cap: 42.0 kBtu/hrc. Tint/other SHGC - single pane 0.0 ft7 d. Tint/other SHGC - double pane 0.0 W b. N/A HSPF: 8.50 _ 8. Floor types a. Slab -On -Gracie Edge Insulation R=0.0, 202.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallonsa. -Concrete, Int Insul, Exterior R=3.0, 1026.0 ft, - EF: 0.86b. Frame, Wood, Exterior R=11.0, 28.0 ft' b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 ftz d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2005.0 W - 15. FIVAC credits PT, b. N/A CF-Ceiling fan; CV -Cross ventilation, C. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ree Unc. AH: Garage Sup. R=6.0, 1.0 ft - MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 28145 PASSTotalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:o-k2 DATE: 03. pZ I hereby certify that this building, as designed, is in jrompliance with the Florida Energy Code. OWNER/AGENT:'!2i,1,L, DATE: :.3 1,5 1 o _5 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: O4Tt1E ST.q Fon a o EnergyGauge® (Version: FLRCSB Q.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 19.0 2005.0 2.82 X 1.00 5654.1 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 5654.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6"3.8 INFILTRATION Area X BSPM Points Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 2814..8 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 40014.6 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 40014.6 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13503.4 37380.3 0.4266 15946.5 40014.6 1.00 1.250 0.284 0.950 13503.4 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 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 1967.0 0.64 1258.9 Under Attic 19.0 2005.0 0.87 X 1.00 1744.3 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1744.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1967.0 0.28 550.8 1967.0 -0.28 550.8 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8694.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 8694.0 1.000 1.078 x 1.160 x 1.00) 0.402 0.950 4147.0 5224.7 0.6274 3278.0 8694.0 1.00 1.250 0.402 0.950 4147.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB Q.2 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 15946 3278 10256 29480 1 13503 4147 10495 28145 PASS 1HE S742 po n un x v aI 4RWE { EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWlaRES'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 .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavi 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 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. 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 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A 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: Une. Ret: Une. AH: Garage b. N/A New _ 12. Cooling systems Single family _ 1 a. Central Unit 4 _ b. N/A Yes _ 1967 ft2 c. N/A 222.0 1`12 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=0.0, 202.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1026.0 ft2 _ R=1 1.0, 28.0 ft2 _ b. N/A R=11.0, 302.0 ft2 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2005.0 ft2 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 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-:- u , . Date: Address of New Home: 3l\ t_> FAA t'olk--r City/FL Zip: GL,, ?3a 3 Cap: 42.0 kBtu/hr _ SEER: 12.00 Cap: 42.0 kBtu/hr _ HSPF: 8.50 Cap: 50.0 gallons EF: 0.86 PT, Tm4 Sr9T 0 o o NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarT"designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucfedufor information and a list of certified Raters. For information about Florida's Energy Efciency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) r RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: D.R.HORTON Notes: Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 33617 Btuh Structure 24414 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 33617 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 24896 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Internal gains 1150 Btuh Ventilation 1474 Btuh Heating Cooling Infiltration 3100 Btuh Area (ft2) 1967 1967 Total latent equip. load 5724 Btuh Volume (ft3) 15736 15736 Air changes/hour 0.80 0.40 Total equipment load 30620 Btuh Equiv. AVF (cfm) 210 105 Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 7.5 HSPF Efficiency 10.2 EER Heating input Sensible cooling 29050 Btuh Heating output 0 Btuh @ 470F Latent cooling 12450 Btuh Heating temp rise 0 OF Total cooling 41500 Btuh Actual heating fan 1383 cfm Actual cooling fan 1383 cfm Heating air flow factor 0.041 cfm/Btuh Cooling air flow factor 0.057 cfm/Btuh Space thermostat Load sensible heat ratio 82 BoWitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VVr-j0 itsoft Right -Suite Residential*" 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCA E:\Files\DR HORTON 2002\1965\1965.rsr Pagel RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x210 cfm x 32 *F WinterTD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 ft3 x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 *F Summer TD = 2081 Btuh 3. Summer infiltration HTM 2081 Btuh / 260 ft2 Total window = 8.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 105 cfm = 3100 Btuh eroceaure u - tquipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 *F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 BoWtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w//1, wrjghtsoft Right -Suite ResiderdialTM 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCK E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 RIGHT-J WORKSHEET o Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1965 11/16/98 MANUAL J: tin La. 1 Name of room Entire House LIVING LAUNDRY M/BTH 2 Length of exposed wall 202.0 ft 54.0 ft 10.0 ft 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft4CeiingsCondit. Option 8.0 ftj heat/cool d 8.0 ft heat/cool 8.0 Ili heat/cool 8.0 ft heaticool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg ft') Htg Clg ft') Htg Clg fl') Htg Clg 5 Gross a 14B 4.6 2.1 1248 320 0 0 Exposed b 12C 2.9 1.9 48 48 0 0 walls and c 13C 3.2 1.2 320 64 80 48 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 37.0 168 6209 55 2033 0 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0f0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0 glass doors NE/NW 39.4 80 3152 32 1261 0 0 0 0CoolingEAN0.0 0 0 0 0 0 0 0 0 SE/ SW 47.4 126 5975 20 953 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 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10D 14.7 9.9 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 1026 4728 2113 265 1221 546 0 0 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 walls and c 13C 3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 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 2005 3400 4463 403 683 897 60 102 134 162 275 361 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 isdispl. 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 1 28. 5 8.0 260 7400 2081 75 2135 600 18 512 144 0 0 0 13 Subtotal loss=6+8..+11+12 30561 8048 1334 581 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 3056 10°/ 805 10°/ 133 10°/ 58 15 Total loss = 13+14 33617 8853 1467 640 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 22195 4644 1129 417 Less external cooling 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 2219 10 % 464 10°/ 113 10 42 19 Total RSH gain=(17+18)•PLF 1.00 24414 1.00 5108 1.00 1242 1.00 458 20 Air required (cfm) 1383 1383 364 289 60 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wry jF-%tsoft RigM-Suite Residential" 5.0.64 RSR26016 ACCA E:\Files\DR HORTON 2002\1965\1965.rsr 2002- Feb-28 18:59:12 Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: tin La. 1 Name of room M/BR BR 2 BR 3 BR 4 2 Length of exposed wall 33.0 It 11.0 ft 26.0 ft 11.0 ft 3 Room dimensions 14.0 x 17.0 It 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 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 (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Clg ft') Htg Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 136 88 208 88 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 128 0 0 0 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 32 1183 16 591 16 591 16 591 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d0.0 0 0•"' 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 2 41 2 41 glass doors NE/NW 39.4 32 1261 16 630 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 0 0 0 0 14 663 14 663 South 0.0 0 0 0 0 0 0 0 0 Hors 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 1OD 14.7 9.9 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 2.1 104 479 214 72 332 148 192 885 395 72 332 148 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 1.2 128 403 150 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 2.2 238 404 530 154 261 343 168 285 374 121 205 269 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. 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 28.5 8.0 32 911 2561 16 455 128 16 455 128 16 455 128 13 Subtotal loss=6+8..+11+12 4235" 1925 2890 1869 Less external heating 0 0 0 0 Less transfer 0 0 0 014Ductloss10% 423 10°/ 192 10% 289 10°/ 1807 15 Total loss = 13+14 4658 2117 3179 2056 16 Int. gains: People Q 300 1 300 0 0 0 0 0 0 Appl. Q 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 2711 1250 1601 1250 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10% 271 10°/ 125 10% 160 10% 125 19 Total RSH gain=(17+18)•PLF 1.00 2982 1.00 1375 1.00 1762 1.00 20 Air required (cfm) 192 169 87 78 131 100 85 A78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsOft Right -Suite Residential TM 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCA E:TilesM)R HORTON 200211965\1965.rsr Page2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: rtn ta. 1 Name of room FAMILY KITCH/NOOK BTH 2 Length of exposed wall 33.0 ft 18.0 ft 0.0 ft 3 Room dimensions 15.0 x 19.0 It 18.0 x 17.0 ft 12.0 x 9.0 it 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 it heat/cool 8.0 it heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Clg ft') Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 144 0 Exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 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 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 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 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 47.4 49 2329 29 1367 0 0 South 0.0 0 0 0 0 0 0 Hoe 0.0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 1OD 14.7 9.9 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 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 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 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 2.2 285 483 634 306 519 681 108 183 240 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 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 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 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 54 1537 432 33 939 264 01 0 0 13 Subtotal loss=6+8..+11+12 5839 3656 183 Less extemal heating 0 0 0 Less transfer 0 0 0 uct oss 10°/ 584 10o/ 366 10°/ 18 15 Total loss = 13+14 6423 4022 201 16 Int. gains: People Q 300 4 1200 0 0 0 0 Appl. Q 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8..+12+16 5127 3826 240 Less external cooling 0 0 Less transfer 0 0 0 Duct gain 10°/ 513 10°/ 383 101/1 24 19 Total RSH gain=(17+18)'PLF 1.00 5640 1.00 4208 1.00 264 20 Air required (cfm) 264 320 165 238 8 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtso{t Right -Suite Residential'" 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCA E:\Files\DR HORTON 2002\1965\1965.rsr Page 3 RIGHT-J WINDOW DATA a DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY. FL 32746.6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH wrvghtSoft Right -Suite Residential" 5.0.64 RSR26016 2002-Feb-28 18:59:12 CC.Ps EAFiles0R HORTON 2002\1965\1965.rsr Page 1 4' bath d., to aai Cn inn-Ilaht 3' both dK' to roof cap fan L, scale :1/e,=1y0" Must have a nininun clearance of 4 inches around the air handler per the State Energy code. All duct has on r=6 insulotion value. y J Cf v G is r? •JO ry S V) U) m z % O w cu j O Of Q 0 (U O I In p LL Ca U Rating zo N m w > z O z O W J Q I- m F- Q J O 5 Q lr CO CL J U)0 0 MiTeke August 7, 2002 MiTek Industries Inc 16472 Segovia Circle North Pembroke Pines, FL 333314627 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 2000 software. Pages or sheets covered by this seal : I3634707 thru I3634727. Total : 21 drawings. Job :DR1965F "p Builder :D.R. HORTON l Lbcation :STANDARD MODEL 1965, F&D ELEVATION County SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. r August 7, 2002 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSUTPI 1-1995 Sec.2. I TRUSS INDEX OF JOB DR1965F Trusses included=21 0,"\DR1965F\a.tre" 13634707 1,"\DR1965F\a11.tre" 13634708 2,"\DR1965F\a13.tre" 13634709 3,"\DR1965F\a15.tre" 13634710 4,"\DR1965F\a17.tre" 13634711 5,"\DR1965F\a19.tre" 13634712 6,"\DR1965F\a2.tre" 13634713 7,"\DR1965F\a7.tre" 13634714 8,"\DR1965F\a9.tre" 13634715 9,"\DR1965F\ag1.tre" 13634716 10,"\0R1965F\ag2.tre" 13634717 11, \DR1965F\b.tre" 1 3634718 12,"\DR1965F\bg.tre" 1 3634719 13,"\DR1965F\cg.tre" 1 3634720 14,"\DR1965F\j.tre" 13634721 15,"\DR1965g1.tre" 13634722 16,"\DR1965F\k.tre" 1 3634723 17,"\0R1961,;F\I.tre" 13634724 18,"\DR1965F\m.tre" 13634725 19,"\DR1965F\s.tre" 13634726 20,"\6R1965F\s1.tre" 1 3634727 p,E•81l0 No.4.5161 ,krw Y a : STATE OF August 7, 2002 A WARNING - VerVy deaiyn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MQek 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 Isresponsibility 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 fesponslbil"y of the building designer. For general guidance regarding fabrication, quoMy contioL storage. deovery, erection and bracing, consult OST-88 Quality Standard. DSB-BG Bracing Specification, and HIS-91 Handling Installing and Bracing Recommondation avaBable from Truss Plate Institute, 593 D'Onofrio Drive- Madison. Wl $3719. M1 MiTeke Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION ' Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. fie J2 J3 J4 owner and all other interested parties.. A„1 TOP CHORDS 2. Cut members to bear tightly against eachc2Qother. O WEBS , J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O ;, , ¢ 0 `% ; '' ; joint and embed fully. Avoid knots and wane plotes/e" from outside edge of o a y at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP o at 14 panel length(+ 6" from adjacent joint,) ce 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 AT THE LOWEST JOINT 7, Comber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT To RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and 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, 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, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HMRO,A/R® Job russ I russ I ype ty I y 13634707 DR1965F A ROOF TRUSS 16 11 optional) A A - L, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTe< Industries, Inc. Wed Aug 07 1 :4 age 7-1-3 13-6-10 20.0.0 26-5-6 1 32.10-13 1 40-0.0 110--011-0-9 1 11 t-0-0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1-0-0 Scale = 1:73. 5x6 = 5.00 Fi T 5 5x6 -- 5x6 4 6 2x4 J 2x4 3 7 1 2 8 9vI Iq 0 - 3x = 14 13 12 1110 0 3x8 = 3x4 - 3x6 - 3x8 - 3x4 = 3x6 = 10-3-14 20-0-0 29-8-2 1 40-0.0 I 10.3-14 9-8-2 9-8-2 10-3-14 Plate Offsets MY): -1- 4: - LOADING (psfj SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.29 12 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753 BCLL , 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/dell = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8.6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2.0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 8 = 1951/0.8-0 Max Horz 2=-224(load case 5) Max Uplift 2 = -984(load case 4), 8=-984(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3714, 3.4=-3345, 4-5=-2354, 5-6=-2354, 6-7=-3345, 7-8=-3714, 8-9=14 BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11 =2826, 8-10=3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES (5) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and 984 lb uplift at joint 8. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard OE L3 Q, G`P j r t No. 4.5161 ,k r STATE OF ass`0R 1`0a*' ANAL August 7,2002 AWARNINO - VeWy design pars wtarsr and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MHek connectors. This design is based only upon parameters shown, and b tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is tesponsdblitty of building designer - not truss designer. Brocing shown is for lotetal support of Individual web members only. Additional tempotary bracing to Insure slablilty during construction Is the responslbWly of the erects. Additional permanent bibcing of the overall structure is the iesponsibBity of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, 0SB-89 Bracing Specification, and HIB-VI M iTek® Handling Installina and Brocltsg Recommendallon available Isom Plateate Institute, 583 D'Onoftlo Dtive, Madison, W1 5371G. Symbols PLATE LOCATION AND ORIENTATION ' 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. O Q 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mitek/Gang-Nall Jolnt/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, Mffeko AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLI P 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 ffMRO,A/R Job 1 russ I russ I ype ty y R HORT0 13634708 DR1965F A11 ROOF TRUSS 1 1 optional) A , LONGWOOD, FL, MiTekIndustries, Inc. 4. 1 1 s ug 1 1 e n ustrres, Inc. Wed Aug age 11-0-9 5.9-14 11-0.0 17-0-0 23-0-0 29-0-0 1 34.2-2 1 40-0.0 41-0-01111 1-0-0 5.9.14 5-2-2 6-0-0 6-0-0 6.0.0 5-2-2 5-9-14 1-0-0 Scale = 1:71. 5x6 - 5x6 - 5x6 - 3x4 - 4 5 6 7 5.00 jff 2x4 2x4 3 8 2 8 1 to— dl cl 0 3x8 = 15 14 13 12 11 3x8 = 4x6 - 3x4 - 3x6 - 3x8 = 3x8 - 11-0.0 20-0.0 29.0.0 40.0.0 11.0.0 9-0-0 9.0-0 11.0-0 Plate Offsets ): : -4- 4: -4 , 4 , -4- -1- e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.64 11-13 >740 BCLL 0.0 Rep Stress Incr YES WB 0.98 HOrz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 4-6-9 oc bracing: 9-11. REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Harz 2=•134(load case 5) Max Uplift 2=-1082(load case 4), 9=-930(1oad case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11.12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1082 lb uplift at joint 2 and 930 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard ptE 13 kYl No. 4.5161 r rVSTATE4F Asrs• s' August 7,2002 AWARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mffek 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 Incotporatbn of component Is responsiblMy of building designer - not truss designer. Bracing shown Is dot lateral support of Individual web members only. Additional temporary bracing to Insure slabMty during construction Is the responsibl6ty of the erector. Additional permanent bracing of the overall structure Is the tesponslblBty of the building designer. For general guidance regarding fabrication, quality contioL storage, delivery. erection and bracing, consult OST-88 Quality Standard, DSO.89 Bracing Spoclfleatlon, and HIS-91 HandlIna Installing and Bracing RecommerWallon available from Truss Plate institute, 5a3 D'OnoOb Drive, Madison, WI53719. M iTek® 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. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc7c3other. oEr3. WEBS JS Place plates on each face of truss at each For 4 x 2 orientation, locate oz a ,a Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 a o at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chard splices 4 length(+ 6" fromcaC, at 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. 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, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, ill PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HYDR0,4ZRO Job I russ I russ I ype ty y 13634709 DR1965F A13 ROOF TRUSS 1 1 opt onal A A- L, MiTek Industries, Inc. 4.201 SR 1 s Aug 20 2001 MiTe Inclustrtes, Inc. Wed Aug 07 1 :44 2002 Page 6.9.14 13-0-0 17.8.0 22-4.0 27-0.0 { 33.2-2 i 40-0-0 41-o-011-0-9 + I 1 1-0-0 6.9.14 6-2-2 4.8.0 4-8.0 4-8-0 6.2.2 6-9-14 1-0.0 Scale - 1:71.3 5x6 = 2x4 II 3x4 = 5x6 - 4 5 6 7 5.00 rlF 20 \\ 2x4 3 8 2 9 10^ 1d Iv o - o 3x8 = 16 15 14 13 12 11 3x8 = 3x4 - 3x6 - 3x8 - 3x4 = 3x6 - 3x4 = 9-1-14 17-8-0 22-4.0 _ 30-10-2 I 40-0-0 I I 9-1-14 8-6-2 4.8.0 8.6.2 9-1-14 Plate Offsets -4- -1- 4: - 41, 7:0-3-0,1 -2-41,[9:0-4-2,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) 0.34 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2 = 1540oad case 4) Max Uplift 2 = -1 065(load case 4), 9=-896(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4.5=-3281, 5.6=-3281, 6-7=-3281, 7-8=-3463, 8-9=-3759, 9-10=14 BOT CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13-14=3281, 12-13=2877, 11-12=2877, 9-11 =3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341, 6.14=-0, 6-13=-341, 7-13=622, 7.11 =554, 8-11 =-368 NOTES (6) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1065 lb uplift at joint 2 and 896 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard p PS1Fl'• ft t t No. 4.5161 w 0': STATE OF c :. eC 0 R /* ANAL August 7,2002 AWARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only wlth MITek connectors. Thb 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 Incotpolatlon of component Is responslblilty of building designer - not truss deslgnet. Bracing shown Is lot lotetal support of individual web members only. Additional tempotary brocing to Insure stablItty dining construction Is the responslblilty of the erector. Additional petmonent loNcing of the overall structure Is the lesponslbBBy of the building desloner. for general guidance tegalding tabrloatlon, quality control storage, delivery, erection and btacing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Instatllna and Bracing Recommendation ovalloble from T1uss Plate institute. 593 D•Onof io DtNe. Madison, Wl5371 V. M iTe k® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal 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 eachac other, O WEBS J5 cc 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , Q joint and embed fully. Avoid knots and wane plates /a" from outside edge of czi O at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices 114 length(* 6" from caC, u at panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. 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 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 iCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016. 019 HYDRO -MR® Job russ i russ i ype ty y 13634710 DR1965F A15 ROOF TRUSS 1 1 optional) A- L, MiTek Industries, Inc. 4.201 SR 1 s Aug 202001 e Industries, Inc. Wed Aug 07 12:41:04 2002 Page 1 1.0-q 7-9-14 1 15.0.0 20-0.0 25.0-0 32.2.2 40-0-0 11.0.011i1.0-6 7-9-14 7-2.2 5-0.0 5.0.0 7-2-2 1 7.9-14 1.0-0 Scale = 1:71. 5x6 = 5.00 j-T2- 2x4 II 5x6 = 4 5 6 5x6 5x6 3 Ic ZI 7 2 8 8 y1 la 0 0 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 10-3-14 20.0-0 29-8-2 40-0.0 10-3-14 9.8-2 9-8-2 10-3-14 Plate Offsets -4- -1- -4 , 4: -4 ,18:0-4-210-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.30 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 >765 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min Udell = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D 'Except' TOP CHORD Sheathed. 4-6 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951 /0-8-0, 8 = 1951 /0-8-0 Max Horz 2=-174(load case 5) Max Uplift2 = - 1 045(load case 4), 8=-925(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 14, 2-3 = -3661, 3-4 = -3332, 4-5 = -2888, 5.6 = -2888, 6-7 = -3332, 7-8 = -3661, 8-9 = 14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11 =2667, 8-10=3351 WEBS 3-14=-448, 4-14=685, 4-12=355, 5-12=-363, 6-12=355, 6-10=685, 7-10=-448 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition It partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1045 lb uplift at joint 2 and 925 Ib uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard ppQ113 t No, 45161 r 0 STATE OF S•• O R lo:`' S QVAL August 7,2002 AWARMNO - Veryy deeiyn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. nooneonne Design valid tot use only with Mffek 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 parometers and proper Incorpototlon of component Is responsibility of building designer - not truss designer. Bracing shown Is tot loterol support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllty of the erects. Additional permanent btacing of the ovetall structure Is the responsibility of the building designer. For general guidance tegarding fobtloatlon, quality control storage, dellvery, election and bracing, consult OST-88 Quality Standard. DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installing and Broclrlp Recommendation available hom Truss Plate Institute. 593 D'Onoftlo Drlve, Madison, Wl53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 01 re-t'i4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachuc other. WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q joint and embed fully. Avoid knots and wane plates from outside edge of L) O d any V at joint locations. truss andd vertical web. a 4. Unless otherwise noted, locate chordsplices o at /4 panel length(' 6" from adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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 brocIng at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. 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, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016. 019 MAf%M"""'L #fMRO,A/R ® Job I russ truss type ty ly 13634711 DR1965F A17 ROOF TRUSS 1 1 to tionalI A A- l e Industries,Inc. 1 1 s Aug l e n ustrles, Inc. Wed Aug 07 1 age 1 1.0-9 6-1-3 11-6-10 17-0-0 23.0.0 28.5.6 33-10-13 1 40.0.0 410.? 1 1 { 11.0.6 6-1-3 5-5.6 5-5-6 6.0.0 5-5.6 5-5-6 6-1-3 1.0.0 Scale 1:71.4 5x6 = 5x8 = 5.00 [1F 5 6 3x4 3x4 4 7 5x6 r 5x6 _ 3 8 2 8 10 0b la o 3x8 = 16 15 14 13 12 11 3x8 = 3x4 - 3x6 - 3x4 - 3x6 - 3x4 = 3x8 = 8.4-1 1 17.0.0 23-0.0 31.7.5 40.0.0 8.4-11 8-7.5 6-0-0 8.7.5 8.4-11 Plate Offsets -4- 4 , 16:19:0-4-2,0-1-81 LOADING Ips(1 SPACING 2-0-0 CSI DEFL in Iloc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.29 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2=-194(load case 5) Max Uplift 2=-1023(load case 4), 9=-951(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13=3023, 11-12=3023, 9-11 =3485 WEBS 3-16=-305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 Ib uplift at joint 2 and 951 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE1145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 13 j Y' No. 4.5161 STATE OFO-: S'• O R t'ot/ s- 4 'write August 7,2002 VerVy design paransetersr. and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. WARNING Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and b for an Individual building component to be Installed and loaded vertloatly. 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 elector. Addilonal 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 QST-88 Quality Standard, DSB-89 Bracing Spectrloaflon, and HIB-91 Handling Installing and Bracing Rocommendallonova6F7a ablefromTrusste Institute, 593 D'Onorrlo Drive, Madison, W153719. M iTek® 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 plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 4 W J2 J3 J4 TOP CHORDS owner and all other interested parties.. C7 G 2. Cut members to bear tightly against each other. Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o U , ccjoint o and embed fully. Avoid knots and wane at'ointlocations, plates from outside edge of 0. truss andd vertical web. a o 4. Unless otherwise noted, locate chords licesPat114length(+ 6" fromcuC, c6 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. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTH 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 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 0 FORM018.019 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 I russ Iruss lype ty y A-FIORTON 13634712 DR1965F A19 ROOF TRUSS 1 1 optional) A- 111, LONGWOOD, FL, MiTek Industries, Inc. 4.201 E1 s Aug 1 I e n ustrles, Inc. Wed Aug age 1 11-0-9 6-9-3 12.10-10 19.0.0 21.0.0 27-1.6 33-2-13 40.0.0 11-0•Q1i11111-0-6 6-9-3 6-1-6 6-1-6 2-0.0 6.1.6 6-1.6 6.9.3 1-0-0Scalo = 1:76.2 5x6 - 5x6 - 5.00 rl F 5 6 3x4 i 3x4 4 7 5x6i-, 8 2 911 01,7cd 3x8 = 16 15 14 13 12 11 3x8 = 3x4 - 3x6 = 3x4 - 3x4 = 3x6 - 3x4 = 9.9-14 19-0-0 1 21-0-0 1 30.2.2 1 40.0.0 9.9.14 9-2-2 2.0-0 9.2-2 9.9.14 Plate Offsets ): -1--2-41, [60-3-0-6 -4 ,(9:0-4-2,0-1-81 LOADING (pst) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.37 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 HorzITL) 0.17 9 n/a BCOL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/dell = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2=214(load case 4) Max Uplift 2 = -999(load case 4), 9=-975(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1.2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6.7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14.15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES (6) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 lit above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 999 lb uplift at joint 2 and 975 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 13 t ' No. 4 5161 iSTATEOF : s•/0R1oa"' August 7,2002 AWARNING - VerVy design parameter and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE- Design valid tot use only with MITek connectors. this design Is based only upon parameters shown, and Is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responslbdBty of building designer - not truss designer. Bracing shown b lot lateral support of IndtvMual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the bultding designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consulf OST-68 Quality Standard, DSB-89 Bracing Spoctibatlan, and HIB-91 Handllna Installlna frbandBracingRecommendationovollabiefromTrussPlateInstitute, S83 D'OnoDrive. Madison, WI53719. 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 theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 1/81, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2a other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , 3 , ; ¢ joint and embed fully. Avoid knots and wane plates/e" from outside edge of c o_ o. y u at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP o at 114 panel length(' 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Comber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised In handling, TM1111 PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 MMRO,AIIR® Job russ I russ I ype ty y 13634713 DR1965F A2 ROOF TRUSS 2 1 optional) A - , LONGWOOD, FL, MiTekIndustries, Inc. 4.201 SR1 s Aug 20 2001 MiTe< Industries, Inc. Wed Aug 07 12:38:47 2002 Page 1 1.0-R 7-4-14 14-2.0 20.0.0 23.0-0 28-5-6 33-10.13 1 40.0-0 11-0-01l111 1-0-0 7.4-14 6.9-2 5.10.0 3-0.0 5-5-6 5-5.6 6-1-3 1.0.0 Scale = 1:71.4 5x8 = 5 5.00 FIT 4x6 6 2x4 II 4 3x4 7 5x6 5x6 3 1 165x12 = 1 8 x8 = 8x8 - 0 0 2 9 1 1014 o d 3x6 = 19 18 14 13 12 11 3x6 = 3x4 = 2x4 II 2x4 11 5x8 - 2x4 11 7.4-14 14.2.0 20.6.0 23-0.0 28.5.6 33-10-13 40.0.0 1 1 1 1 1 1 7.4-14 6.9.2 6.4.0 2-6.0 5-5-6 5-5.6 6-1-3 Plate Offsets 1 -4-117:0-2-12,0-3-121 LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.54 Vert(LL) -0.14 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.05 16 n/a BCDL * 10.0 Code SBC/ANSI95 1 st LC LL Min Udell = 360 Weight: 238 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6.0 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 5-17 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/Size) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0.8-0 Max Horz 2 = 224(load case 4) Max Uplift 2 = -476(load case 4), 16=-1021(load case 4), 9=-587(load case 5) Max Grav 2 = 79711oad case 6), 16 = 2456(load case 1), 9 = 877(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 14, 2-3 =-837, 3-4 =-327, 4-5 =-327, 5-6 = 1791, 6-7 =1387, 7-8 =-223, 8-9 =-839, 9-10 = 14 BOT CHORD 2-19=765, 18-19=0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15=164, 13-14=0, 12-13=0, 11-12=762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5-17=1990, 5-16=-1947, 6-16=-492 NOTES (5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 476 Ib uplift at joint 2, 1021 Ib uplift at joint 16 and 587 Ib uplift at joint 9. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard `rtbr f No, 4.5161 i OTAIiOF •: rV I' D soORniALAugust 7,2002 A WARNING - Vert fydesign parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectots. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicablltty of design parameters and proper Incorporation of component is responsibility of building designee - not ttuss designer. Bracing shown is foe lateral support of Individual web membees only. Additional temporary bracing to Insure stability during condluct on is the responsibility of the erector. Additional permanent bracing of ofthe overall structure is the tesponslbgity of the building designee. Foe general guidance eegarding fabtloatlon, quality conteol, storage. delivery, erection and bracing, consult OST-88 Quality Standard, DSO.89 Bracing Specification, and HIB-91 M iTek® HandlingInstallinglearnBracingRecommendationavailableleotrussPlateInstitute, 593 D'Onofelo Drive, Madison, We 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property W J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against eachczc3 other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 6 , 0 joint and embed fully. Avoid knots and wane plates/8" from outside edge of 0 a y O V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices I/4 CeC, 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 J J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/ Gang-Nall Jolnt/Plate Placement Chart. FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40, 10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARINGIndicates location of joints at which bearings (supports) occur. Mi! MiTeko IIIIIIIII PANEL T~ 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 HMRO,A/R 0 ob I russ I russ I ype ty Ply DR1965F A7 ROOF TRUSS 1 2 13634714 to tional) ACCU-SPAN-TA, LONGWOOD, FL, MiTek Industries, Inc. 4-72D-17-79131 s Aug 1 MiTek Industries, Inc. Wed Aug 07 12:38:48 2002 Page 1 11-0-9 3-9-14 7.0.0 12-3-7 17.5-2 22-6.14 27-8-9 33-0-0 1 36-2.2 1 40-0.0 41-0011111 t-0-O 3.9-14 3-2-2 5-3-7 5.1-11 5-1.11 5-1-11 5-3-7 3.2.2 3-9-14 1.0-0 Scale - 1:71.3 9x17.5 Mill = 9x17.5 MII16 = 4x6 = 7x8 = 4x8 = 2x4 11 5-00 FiT 4 19 20 5 21 22 2E 24 25 726 27 28 8 29 30 9 2x4 2x4 3 10 2 11 Z1v11 ]o O O 3x8 = 18 31 32 17 33 34 396 36 37 198 39 40 14 41 42 13 3x8 = 3x4 = 5x6 = 3x8 = 2x4 11 6x10 = 3x4 = 7.0.0 12.3.7 17-5.2 22.6-14 27-8-9 33-0.0 40-0-0 7.0.0 5.3-7 5-1-11 5-1-11 5-1-11 5-3-7 7.0-0 Plate Offsets -4- 4: -5-12, -4- -4- -1 11: -4- -1- , 14: - Edge],[17:0-2-12,0-3-01 LOADING (pst) SPACING 2-0-0 CST DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 1.22 15-16 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.99 Vert(TL) -1.01 15.16 >467 M1116 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.30 11 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 440 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 4-6-4 oc purlins. 4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. BOT CHORD 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 3970/0.8-0, 11 = 3970/0-8-0 Max Horz 2=-92(load case 5) Max Uplift2 = -3822(load case 4), 11=-3710(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8611, 3-4=-8850, 4-19=-12015, 19-20=-12016, 5-20=-12018, 5-21=-13878, 21-22=-13878, 22-23=-13878, 6-23=-13878, 6-24=-13878, 24-25=-13878, 7-25=-13878, 7-26=-12060, 26-27=-12060, 27-28=-12060, 8- 28=-12060, 8.29=-12063, 29-30=-12061, 9-30 = - 12059, 9-10=-8844, 10.11=-8612, 11-12=29 BOT CHORD 2- 18 = 7724, 18-31 = 8229, 31-32 = 8229, 17-32 = 8229, 17- 33 = 12016, 33.34=12016, 34-35 = 12016, 16-35 = 12016, 16-36 = 13795, 36-37 = 13795, 15-37 = 13795, 15-38 = 13795, 38-39 = 13795, 39-40 = 13795, 14-40=13795, 14-41=8221, 41-42=8221, 13.42=8221, 11-13=7726 WEBS 3-18=520, 4- 18=589, 4-17=4324, 5-17=-1875, 5-16=2134, 6-16=-852, 7-16=95, 7-15=201, 7-14=-1988, 8-14=-911, 9-14=4384, 9-13=586, 10-13=508 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3822 lb uplift at joint 2 and 3710 lb uplift at joint 1 1 . ` if- 13 6) This truss has been designed with ANS1IPI 1-1995 criteria. .......... 7) 2-ply truss to be connected together with 10d Common(.148"x3") Nails follows: as . Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9.0oc. ' 4i;• j.G• Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1rowat0-9-0 oc. . 8) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b down and 305.1lb up at 7-0-0, `' f 0 4 j1 159.51b down and 305.1lb up at 9-0-12, 159.51b down and 305.1lb up at 11-0-12, 159.51b downand305.11b up at 13-0-12, 159.51b down and 305.1lb up at 15-0.12, 159.51b down and 305.1lb up at 17-0-12, 159.51b down and y1F 305.1lb up at 19-0-12, 159.51b down and 305.1lb up at 20-11-4, 159.51b down and 305.1lb up at 22-11-4, 159.51b d down and 305.1lb up at 24-11-4, 159.51b down and 305.1lb up at 26.11-4, 159.51b down and 305. 1lb up at 28-11-4 0 STATE Q and 159.51b down and 305.1lb up at 30-11-4, and 159.51b down and 305.1lb up at 33-0-0 on top chord, and 1 • . : / s (Q R vQA 46.01b down at 15.0.12, 46.01b down at 17-0-12, 46.01b down at 19-0-12, 46. 0Ib down at20-11-4, 46.01b down at • .r.e..•• 625.11b down and 577.61b up at 7.0.0, 46.01b down at 9-0-12, 46.01b down at 11-0-12, 46.0Ib down at 13-0-12, '• 4•V' 22-11-4, 46.01b down at 24-11-4, 46.01b down at 26-11-4, 46.01b down at 28-11-4, and46.01b down at 30-11-4, O,f and 625.11b down and 577.61b up at 32-11-4 on bottom chord. Design for unspecified connection`Y s) is delegated to the building designer. 9) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THISDESIGNCONFORMSWITHFBC2001, BASED ON PARAMETERS INDICATED. August 7,2002 Continued on page 2 AWARNINO - Verj%y 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 on IndtMuol building component to be Installed and loaded vertically. Applicablitty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Inswe stability duling construction is the responsib111ty of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrloatlon, cluatlty control, storage- delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate institute, 583 D'onofrlo Drlve. Madison. WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc: c other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate U cc3 ' ; joint and embed fully. Avoid knots and wane from outside edge ofplattruss 0 o_ d 5 V at joint locations. truss and vertical web. a d a o 4. Unless otherwise noted, locate chordsplices at I /4 length(* 6" from C, C6 panel adjacent joint,) BOTTOM CHORDS Thissymbolindicatesthe5. 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. 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, II PA11NELTM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019 onPuo-rung #fMR0,A1R Job 1 russ I russ i ype ROOF TRUSS ty 1 Ply 2 13634714 OR1965F A7 optional) Mt e Industries, Inc. 4. s Aug 20 2001-MiTe< Industries, Inc. Wed Aug 07 1 age LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1 .33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-9=-74.0, 9-12=-74.0, 2-11 =-20.0 Concentrated Loads IV Vert: 4=-159.5 9=-159.5 18=-625.1 13=-625.1 19=-159.5 20=-159.5 21=-159.5 22=-159.5 23=-159.5 24=-159.5 25=-159.5 26=-159.5 27=-159.5 28=-159.5 29=-159.5 30=-159.5 31 =-46.0 32=-46.0 33=-46.0 34=-46.0 35=-46.0 36=-46.0 37=-46.0 38=-46.0 39=-46.0 40=-46.0 41 =-46.0 42=-46.0 No, 4.5161 ikegTATEOF IAL August 7,2002 A WARNING - Vertfy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertlaalty. App8cablUty of design parameters and proper Incotpotatlan of component is responslbittly of building designer - not cuss designer. Bracing shown is for lateral support of individual web members only. Addttlanal temporary bracing to Insure stability duting construction is the tesponslblttty of the erector. Additional permanent bracing of the overall structure is the tesponslbBtty of the bullding designer. For general guidance tegarding lobtlaatlan, quality control, storage, delivery, erection and btactng, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTe k® Handling Installlnq and Bracing Recommendation available Isom Truss Plate Insilfute. 583 D'Onofrla DtNe, Madison, W153719. 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 Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against each other. WEBS 3. Place plates on each face of truss at each iFor4x2orientation, locate U , s LIJ a:joint o and embed fully. Avoid knots and wane at joint locations. plates from outside edge ofdtrussanddverticalweb. 0 a 4. Unless splicesIotherwisenoted, locate chord C, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/ Gang-Nall Joint/Plate Placement Chart. FA RTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTek® dtao 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 ob I russ I russ I ype ty y 13634715 DR1965F A9 ROOF TRUSS 1 1 o tional) AN-TH, LONGWOOD—,F, MiTek Industries, Inc. 4.201 SR1 s Aug M1 a In ustrtes, Inc. Wed Aug 07 1 :4 Fa —gel 4-9-14 9.0.0 14-6.0 20.0.0 25.6-0 31-0-0 35-2.2 40.0-0 11-0-011-0-9 1 + 1 1 1 1 11.0.6 4-9-14 4-2.2 5.6.0 5-6-0 5.6.0 5-6-0 4-2.2 4-9.14 1.0-0 Scale = 1:71. 5x6 = 5x6 = 3x4 - 5x6 = 3x4 - 5.00 FIT 4 5 6 7 8 2x4 2x4 3 9 2 10 11# v11 0 6 3x8 = 17 16 15 14 13 12 3x8 = 3x8 - 4x6 = 3x4 - 3x4 = 4x6 = 3x8 = 9.0.0 16-4-0 23-6.0 31-0-0 40.0.0 1 1 1 1 9.0.0 7.4.0 7.4.0 7.4-0 9.0.0 Plate Offsets -4- -1- 4: 4 , 1 -4- 1 e LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.52 15 >907 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 HOfz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 10 = 1951 /0-8-0 Max Horz 2 = 1 14(load case 4) Max Uplift 2 = - 1 096(load case 4), 10=-963(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11 =14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9.12=-237 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1096 lb uplift at joint 2 and 963 Ib uplift at joint 10. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASES) Standard Ficq;, No. 4.5161 STATE OF o R 10'*'' VAL August 7,2002 A WARNING - Verjfy dor fgn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design volld lot use only with Mifek 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 ptopet Incorporation of component Is tesponslblilly of building designer - not truss deslgnet. Bracing shown is for Weral support of individual web members only. Additional temporary btoclng to Insure stability during consttuctlon b the tesponslblilty of the erectot. Additional permanent bNcing of the overall structure Is the tesponsiblilty of the building designer. Fat genelol guidance tegatding fabrication, quality control, stotage, delivery, erection and bracing, consult CST-W Quality Standard, DSB•a9 Bracing Specification. and HIB-91 Handling Installing and Bracing RocomIs mendatlonavailablehornTruss Plate Institute, 593 D'Onohlo DrNe, Madison, WI53719. M iTek® 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 other. o WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - ,; Q joint and embed fully. Avoid knots and wane plates from outside edge of o a at joint locations. truss andd vertical web. a o 4. Unless otherwise noted, locate chords licesP at I/4 length(+ 6" fromuC? C panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Comber 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 LEFTTO RIGHT. practice Is to camber for dead load deflection. PLATE 512E 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 11MRO-A Job I russ truss type ty y 13634716 DR1965F AG1 ROOF TRUSS 1 1 optional) LONGWOOD, FL, MiTek Industries, Inc. 4.2 1 i s Aug 1 t o n ustrles, Inc. Wed Aug 07 1 1 age 11.0.9 7-6.0 1 14-9.0 1 20.0.0 1 23.0.0 1 28.5-6 1 33-10.13 1 40.0.0 11-0-01.0.6 7-6.0 7-3-0 5.3.0 3.0.0 5.5.6 5-5-6 6-1-3 1.0-0 Scale = 1:71. 5x6 - 5 5•00 FTY 4x6 6 4 3x4 7 5x8 m- U3 11 5x6 cc 3 7 165x1 = 1 8 8X14= 0 8x8 = 0 4b t» a b 2 3 11 9 19 101aall o - 5x8 = - 0 3x6 = 18 14 13 12 11 3x6 = 2.50 jTY 5x8 - 7-6-0 14-9.0 20-4.0 23.0.0 1 28.5.8 1 33-10-13 1 40.0.0 7-6-0 14.6-0 7-3-0 5-7-0 2-8-0 5-5.6 5-5.6 6-1-3 Plate Offsets -4, 3- 1 •4• 1 -4 LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.53 Vert(LL) 0.16 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.20 2-19 >838 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.08 18 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min Udell = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 702/0-8-0, 18 = 646/0-8-0, 16 = 1732/0-8-0, 9 = 86310-8-0 Max Horz 2 = 223(load case 4) Max Uplift 2=•420(load case 4), 18=-538(load case 4), 16=-662(load case 5), 9=-601(load case 5) Max Grav 2 = 71511oad case 6), 18 = 886(1oad case 6), 16 = 1 732(load case 1), 9 = 872(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1.2 = 24, 2-3=-1518, 3-4 = 548, 4-5 = 605, 5-6 = 929, 6.7 = 153, 7-8 = -692, 8-9 = -1357, 9-10 = 29 BOT CHORD 2-19=1342, 18-19=-34, 16-17=-714, 15-16=-155, 13-15=99, 6-15=558, 13-14=0, 12-13=4, 1 1-12 = 1 159, 9-11 =1 164 WEBS 3-19=-177, 17-19=1445, 3-17=-1739, 5-16=-1003, 6-16=-860, 12-15=771, 7-15=-638, 7-12=-139, 8-12=-660, 8-11 =136, 17-18=-587, 4-17=-471, 5-17=262 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2.0.0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer ` should verify capacity of bearing surface. t 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 2, 538 Ile / uplift at joint 18, 662 lb uplift at joint 16 and 601 lb uplift at joint 9. •• 8) This truss has been designed with ANSI/TPI 1-1995 criteria. , IC Q!. 9) Truss Engineer: Junaidie Budiman, PE1145161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. I :• No.45161 LOAD CASE(S) Standard STATE OF August 7,2002 A WVARNTNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid tot 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 verticalty. Applicability of design potometets and proper Incotpoiatlon of component is tesponslbl6ty of building designer - not truss designer. Bracing shown is tot lateral support of Individual web membets only. Additional tempotory bracing to Insure stabl6ty during construction is the tesponsibllity of the etector. AddBlanot petmonent b1Lcing of the overall shuctute is the responslbBtty of the building designer. Fat general guidance tegatding fabrlcotlan, quality control stotoge, delivery, erectlan and bracing, consult OST-88 Qualify Standard, DSB•89 Bracing Spectflaatlon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 693 D'Onoftla Drive, Madison, WI5371 V. 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. 0 Q 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of 0. truss and vertical web. 0 r- 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-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke 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 at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. WM PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM016,019 HMRO,AIfR0 ob I russ truss type ty y 13634717 DR1965F AG2 ROOF TRUSS 1 1 to tionall LONGWOOD, FL, MiTek Industries, nc. 4.201 Ss ug 1 1 e n ustrles, Inc. Wed Aug 07 12:40:43age 1 1-0-0 7.6.0 14.9.0 1 16-7-3 1 22.0.0 23.0.0 1-0-0 7.6.0 7-3-0 1-10-3 5-4-13 1-0-0 4x8 II Scale 1:49.8 6 2x4 11 2x4 11 5 7 8 joVl3x42x4II 5x8 2x4 II 2x4 II 3x10 II 5.00 FTT 34 7 111 = 2x4 II 1 0 00IIcb ' eb v 44 2 11 t 2x4 II 5x8 = 2x4 II2x4II0 _ _ 2x4 II 3x4: 1 2.50 Fff 2x4 II 7.6.0 14-9.0 20.4.0 1 22.0.0 7.6.0 7-3-0 5.7.0 1.8.0 Plate Offsets : 4: -1-4, - -14, -1- -4- -1- LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 14TeCb 0.52 Vert(LL) 0.16 2-11 >999 M1120 249/190 TCDL 7.0 ert 2-11 >831umerncrease1. 4 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.08 10 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 134 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 9-11, 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 = 715/0-8-0, 10 = 1 135/0-8-0. 7 = 357/0.8-0 Max Horz 2=416(load case 4) Max Uplift 2 = -357(load case 4), 10=-679(load case 4), 7=-247(load case 5) Max Grav 2 = 7150oad case 6), 10 = 1 135(load case 1), 7 = 4040oad case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 24, 2-3=-1564, 3-4 = -1353, 4-5 = 383, 5-6 = 366, 6.7 =-71, 7.8 = 34 BOT CHORD 2-11 = 1383, 10-11 =-48, 7-9 =-4 WEBS 4-11 =-202, 9-11 =1521, 4-9=-1642, 9-10=-1074, 5-9=-370, 6-9=-473 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure 8 ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide bearing 357 lb 2, 679 Ile r+ mechanical connection (by others) of truss to plate capable of withstanding uplift at joint [1113 uplift at joint 10 and 247 lb uplift at joint 7. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. •''•. 8) Truss Engineer: Junaidie Budiman, PE/145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. !. +/`j 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard I f No. 4.5161 Y' STATE OF r sr.waea G1' ONAI. August 7,2002 A WARNING - Vert(y design parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. sionainne Design valid for use only with MITek connectors. This design is based only upon parameters shown, and b lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responslbl6ty of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 OualBy Standard, DSB-89 Bracing Spocificatlon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D•Onof to Drive, Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center,piate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS rm 2. Cut members to bear tightly against eachc2 other, WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i 6 , a ; Q joint and embed fully. Avoid knots and wane plates from outside edge of O V at joint locations. truss andd vertical web. 0 a 4. Unless otherwise noted, locate chardlices o at Ipanel length(' 6" from adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. 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 iffoRD.aia® Job I russ russ ype ty y 13634718 DR1965F B ROOF TRUSS 1 1 optional) AOD, FL, MiTek Industries, Inc. 4.201 i s Aug 1 MiTek Industries, Inc. Wed Aug 07 1 age 1 1.0.0 5.3.14 10-0.0 14-8-2 20.0.0 21-0.0 1.0.0 5-3-14 4.8.2 4-8.2 5.3.14 1.0-0 Scale - 1:36.9 4x6 = 4 5.00 r1'F 2x4 2x4 4 3 5 2 6 i 7 do 3x4 - 8 3x4 = 5x8 - 10-0-0 20.0.0 10.0.0 10.0.0 Plate Offsets -1- -1- -1- -1•[8:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 > 993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1004/0-1-8, 2 = 1024/0-8-0 Max Horz 2 = 123(load case 4) Max Uplift6=-521(load case 5), 2=-536(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5.6=-1611, 6-7=14 BOT CHORD 2-8 = 1430, 6-8 = 1481 WEBS 3-8 =-389, 4-8 = 536, 5.8 =-444 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7.98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1 .33, and the plate grip increase is 1.33 3) Provide 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 521 lb uplift at joint 6 and 536 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 7jpiF- UD/ L C,q ` •, `ice t No. 4.5161 ? 'k p';1"ATE OF R 10a+'' oNAL August 7,2002 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valld for use only with MITek connectors. This design is based only upon parameters shown, and is tot an Individual bullding component to be Installed and loaded vertically. ApppcabMy of dedgn parameters and proper Incorpotatbn of component is responsibllny of bullding designer - not truss designer. Btacing shown is for Metal support of tndtvldual web membets only. Addlfbnal temporary btaclrlg to Insure stabBBy duting consttuctlon is the responslbBlty of the erector. Addttbnal permanent btbctng of the overall sttuctute is the tesponslbBlty of the building deslgnet. r-ot general guldonce regarding fab6catbn, quality control, stotage, dellvery, efectbn and btactng, consult OST-88 OualMy Standard, DSB-89 Bracing Spoctflcatlon, and HIB-91 M iTe k® Handling Installlna and Bracing Rocommendatkmovallable Isom bTrussPlateInstitute, 583 D'OnohDrlve, Madison, Wl53719. 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 theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. a 42. TOP CHORDS Cut members to bear tightly against each- u 23 other. o WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O Q0 `` ; ' ; joint and embed fully. Avoid knots and wane plates 1/8"from outside edge of o 2 at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chords licesP at I14 length(+ 6" fromcepanel 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 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 dimensionsPLATESIZEshownindicateminimumplatingrequirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. 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 M iTek® engineer. 15. Care should be exercised in handling, P11PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 NMRO,A11R® Job I russ I russ I ype ty y 13634719 DR1965F BG ROOF TRUSS 1 1 optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2061 I ek Industries, Inc. Wed Aug age t-O-O 5-3-14 10.0-0 14-8-2 20-0-0 21-0.0 1.0-0 5.3-14 4-8-2 4-8-2 5-3-14 1.0-0 Scale - 1:38.1 4x6 = 4 2x4 II 2x4 II 5.00 FlT 3x4 i 3x4 3 5 2x4 II 2x4 II x II x II 2 II 6 7 a0 25 26 2x4 II 10 2x4 II 27 2x4 II 28 9 29 2x4 II 30 8 31 2x4 II 32 33 3x4 = 3x4 - 2x4 II 7x8 - 2x4 II 2x4 II 5-3.14 10.0.0 14-8-2 20.0.0 5-3-14 4-8-2 4-8-2 5.3.14 Plate Offsets -4- LOADING (psi) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) 0.06 9-10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.29 Vert(TL) -0.09 8-9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 124 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-13 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=950/0-8-0, 2=951/0.8-0 Max Horz 2 = 126(load case 4) Max Uplift6 = -596(load case 5), 2=-535(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1678, 3-4=-1182, 4-5=-1182, 5.6=-1677, 6-7=34 BOT CHORD 2.25 = 1471, 25-26 = 1471, 10-26 = 1471, 10-27 = 1471, 27-28 = 1471, 9.28 = 1471, 9-29 = 1470, 29-30 = 1470, 8-30 = 1470, 8-31 = 1470, 31-32 = 1470, 32-33 =1470, 6-33 = 1470 WEBS 3-10 = 60, 3-9 = -485, 4-9 = 507, 5-9 = -484, 5-8 = 59 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 596 lb uplift at joint 6 and 535 lb uplift at joint 2. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 17.71b up at 1-0-0, 10.81b up at 3-1-1, 10.81b up at 5-1-1, 10.81b up at 7-1-1, 10.81b up at 9-1-1, 10.81b up at 11-1-1, 10.81b up at 13-1-1, 10.81b up at 1 15-1-1, and 10.81b up at 17-1-1, and 17.71b up at 18-11-1 on bottom chord. Design for unspecified connection(s) is t delegated to the building designer. ..... 81 Truss Engineer: Junaidie Budiman, PES145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. Fr+ 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. -'`P+l., r' LOAD CASE(S) Standard .' 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 No. 4.5161 Uniform Loads (plf) Vert: 1-4=-74.0, 4-7=-74.0, 2-6=-20.0 4C Concentrated Loads (Ibl L STATE OF • Vert: 10=10.825=17.726=10.827=10.828=10.829=10.830=10.831=10.832=10.833=17.7 0 40. NAL August 7,2002 A WARNING - Vertjy der)pn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid lot use only with Mfiek connectots. This design is based only upon palametert shown, and is lot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and propet Incotpotatlon of component b tesponslblBty of building designer- not truss designet. Bracing shown is lot bteial support of Individual web membets only. Additional tempotaty bracing to Insure stability duiing constiuctlon is the responsibility of the erector. Additional petmonent brbcing of the overall tftucture is the responslbUily of the building designet. For general guidance tegarding labtloatlon, quality control storage, dellvety, erection and bracing, consult QST-8E Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlno and Bracing Recommendation available Isom Truss Plate Institute, 593 D'Onofrlo Dttve. Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 *Center, plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 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 owner and all other interested parties.. Al —' TOP CHORDS 2. Cut members to bear tightly against eachczc3 other. a:3. OEjWEBS , J5 Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates I/e" from outside edge of o at joint locations. truss and vertical web. 0 o 4. Unless otherwise noted, locate chordsplices at 1/4 len th 6 frompanel adjacent oint, 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 CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL T~ erection and installation of trusses. 1993 Mftek Holdings, Inc. CLIP FORM019,010 aawo N ® HMPO-AIR0 1 Job russ I russ I ype ty y ON 13634720 DR1965F CG SCISSORS 1 1 optional) A—C=CU-SPAN-T LONGWOOD,I ek Industries, Inc. 4.201 SR1 s Aug 20 2001 MI a < Industries, Inc. Wed Aug 1: age 1 1.0-0 4.0-15 7-6-0 10-11-1 15-0.0 16-0-0 1.0-0 4.0-15 3-5-1 3-5-1 4-0-15 1-0.0Scale = 1:29.0 4x6 = 4 5.00 FF 2x4 = 2x4 = 3 5 8 5x8 = 2 6 1 7 2.50j1F 3x4 3x4 zz 7-6-0 15-0-0I7-6-0 7-6-0 Plate Offsets ): -1-11, -[6:0-1-11,0-0-71 LOADING (psl) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 > 908 BCLL 0.0 Rep Stress Incr NO WB 0.29 HOrz(TL) 0.11 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/dell = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=782/0-1-8, 6=782/0-1-8 Max Horz 2=-95(load case 5) Max Uplift2=-412(load case 4), 6=-4120oad case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4=-1625, 4-5=-1625, 5-6=-2090, 6-7=10 BOT CHORD 2-8 = 1935, 6-8 = 1935 WEBS 4-8=969, 3-8=-394, 5-8=-394 NOTES (7) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 2 and 412 lb uplift at joint 6. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 8) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASEIS) Standard EFEB t No. 4 5161 STATE OF = LORI'Dssvai:'. August 7,2002 AWARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with Mliek connectors. Thb design b based only upon parameters shown, and Is tot on Individual building component to be Installed and loaded vertically. Applicablitty of design porameten and propet Incorporatlon of component Is tesponslblllty of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web membets only. AddRIonol temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the tesponslblllfy of the building designer. For general guidance tegatding labrloaflon, quality control, stotage, delNety, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Speclfloatlon, and HIB-91 M iTek® Handling Installina and Bracing Recomm*n datlon avollable ltom Ttuss Plate Institute, 583 D'Onoirlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1 /. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ Ye„ 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang•Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 40,00 continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N N! 0 1 MiTeko i.' AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 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. FORM018,019 HMRO,A/R Job russ russ Type ty y 13634721 DR1965F J ROOF TRUSS 14 1 o tional) t o Industries,Inc. 1 1 sAug 1 I e n ustrles, Inc. Wed Aug 07 1 age 1-0.0 7-0.0 - - -- i 1-0.0 7-0-0 3 Scale = 1:19. 5.00 FTY 2 4 2x4 = 7-0.0 7-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30'0 Plates Increase 1.33 TC 0.63 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.24 1-2 > 69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 23 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=234/Mechanical, 2=424/0-8-0. 4=66/Mechanical Max Horz 2 = 221(load case 5) Max Uplift 3 = -250(load case 5), 2=-168(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 75 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 3 and 168 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE1145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard tE1p•1311Q t No. 4 5161 o sTATE of 0. c o.. toad01aL August 7,2002 A WARNING - Vertjy 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 vertlaaily. 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 b the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery. erection and bracing, consulf QST•88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installing anfrb dBracingRecommendationavailablefromTrussPlateInstitute, 583 D'OnoDrive, Madison, Wl53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ,ORIENTAI Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussand securely seat. building designer, erection supervisor, property 1/8 J2 J3 J4 TOP CHORDS owner and all other interested parties.. r c? C3 2, Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i Q joint and embed fully. Avoid knots and wane plates from outside edge of o at joint locations. dtrussand vertical web. 0 a 4. Unless otherwise noted, locate chordsplices cu C, C6 o at /4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/ Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Ltip JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/ FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N 14! 0 MiTeke M 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 it. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 MMRO,A/R Job russ russ ype ty y R HORTON 13634722 DR1965F J1 MONO TRUSS 10 1 optional) ACCU-SPAN-TA,—UMNOWOOD, FL, MiTek Industries, Inc. 4.201 SR1 Inc. Wed Aug 07 1 :4 Page 1 1.0.0 1-0-0 1.0.0 1-0-0 3 Scale = 1:6.3 5.00 F12 2 2x4 = 4 1 1-0.0 1-0.0 Plate Offsets(2:0-1-8,0-1-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 168/0-1-8, 4 = 10/Mechanical, 3 =-7/Mechanical Max Horz 2 = 531load case 4) Max Uplift 2 = -1 28(load case 4), 3=-28(load case 5) Max Grav 2 = 168(1oad case 1), 4 = 10(1oad case 1), 3 = 2311oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-33 BOT CHORD 2-4=0 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1 .33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 28 lb uplift at joint 3. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEtt45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331 . 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard Ir l ' No. 4.5161 iSTATEOF orR1'0 a` August 7,2002 A WARNING - Vertjy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with Welt connectots. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation availPlate ablefromTrussInstitute, 683 D'Onofrio Drive, Madison, W153719. M iTek® Symbols PLATE LOCATION AND ORIENTATION ' 1'/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. Allcc0 0 For 4 x 2 orientation, locate XplatesI/s" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko O FORM018,019 #fMRO,AZR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job Truss I russ I ype ty ly 13634723 DR1965F K ROOF TRUSS 4 1 optional) A AN-LONGWOOD, FL, MiTekIndustries, Inc. 4.201 SR11 s Aug 20 2001 MiTendustries, Inc. Wed Aug 07 1 age 1 1. 0.0 5-0.0 1- 0.0 5-0-0 3 Scale = 1:15.7 5. 00 FIT 2 1 4 2x4 - 5- 0-0 5. 0.0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) 0.08 1-2 >210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) 3 = 1 55/Mechanical, 2=335/0-8-0, 4 = 46/Mechanical Max Horz 2 = 161(load case 5) Max Uplift 3 = - 1 74(load case 5), 2=-152(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 50 BOT CHORD 2-4=0 NOTES ( 5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 152 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 9, E F3 No. 4 5161 i STATE4FrOR t,',•' aNAL August 7,2002 A WARNING - Verify design parameters and READ NOTES ONTEIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. this design is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not 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 fabrloaflon, quality control, storage, delivery, erection and bracing, consult OST-88 Ouallly Standard, DSB-89 Bracing Specification. and HIB-91 Handling Installirq and Bracing Recommendation ovallobW from Truss Plate Institute. 583 D'Onofrlo Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 1 3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 7 0 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 MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 4011' continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, LVU FORM018,019 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. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Col 14! 0 MiTeko A&L-,@ NMRO,A/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job russ russ Type ty y ON 13634724 DR1965F L ROOF TRUSS 4 1 to tionall MiTek Industries, Inc. 4.201 SR1 s Aug 1 I e n ustrtes, Inc. Wed Aug 07 1 age 1 1-0.0 3-0-0 1-0-0 3-0-0 3 Scale = 1:10.5 5.00 FIT 2 1 4 2x4 = 3-0.0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) 3 = 69/Mechanical, 2 = 253/0-8-0, 4 = 26/Mechanical Max Horz 2 = 101(load case 5) Max Uplift 3 = -970oad case 5), 2=-144(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2 = 29, 2-3 =-54 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 3 and 144 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard XVE 8 4 j No.45161 SPATE OF aNAf. August 7,2002 A WARNING - Ver(jy design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valid lot use only with Mllek connectors. this design b based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design patometers and ptopet Incorporation of component Is responslblllty of building deslgnet - not truss clesignet. Bracing shown Is for Wetol support of IndNkluol web membets only. Additional temporary btacing to Insure stability duting construction Is the tesponslblllty of the erectot. Additional permanent btbcing of the ovetaB shuctute Is the responsibility of the building designer. For general guidance tegaiding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Broclnlg Recornmendationovallable hom Truss Plate Institute, 583 D'Onofrb D1Ne, Madison, WI63719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION • Failure to Follow Could Cause Property 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 ru 2. Cut members to bear tightly against eachc2 other. o Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q 0 joint and embed fully, Avoid knots and wane at joint locations. plates I/8" from outside edge of a truss and vertical web. a o 4. Unless otherwise noted, locate chords licesP at A length(+ 6" fromCApanel 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-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 401, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLI P 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. i ' FORM018,019 ffMRO,A/R ob I runs I russ I ype ty y R HORfi6 13634725 DR1965F M ROOF TRUSS 4 1 optional) ALONGWOOD, FL, MiTekIndustries, Inc. 4. 1 1 s Aug 20 2001 MiTe n ustrles, nc. Wed Aug 1 1 age 1 1.0.0 1.0.0 1-0.0 1-0.0 3 Scale 1:6.3 5.00 f1F 2 4 1 2A = 1.0-0 1.0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min Udell = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = - 1 7/Mechanical, 2=177/0-8-0, 4 = 9/Mechanical Max Horz 2 = 53(load case 4) Max Uplift 3 = -25(load case 5), 2=-138(load case 4) Max Grav 3 = 31(load case 4), 2 = 177(load case 1), 4 = 9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 28, 2-3 =-37 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 138 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 9i1FE- 133 No. 4.5161 0'; STATE OF t ZoR oa*' NAL August 7,2002 A WARNING • Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ale Design valid for use only with MlTek connectors. This design is based only upon parameters shown, and is tot on IndWual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation or component b iesponslblltty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stabWly during construction is the tesponslbllify of the erector. Additional permanent brbcbg of the overall structure is the tesponslbtltty of the building designer. For general guidance iegarding fabrication, quality contlol. storage, delivery, election and bracing, consult OST-EE Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installlna and Bracing Recommendation available from Tiuss Plate Institio Institute. 593 D'OnofiDrive, Madison, WI 53710. M iTek® 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 l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachac other. O WEBS . J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of o d ° V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at / 4 panel length(+ 6" from adjacent joint.) uc6BOTTOM CHORDS Thissymbolindicatesthe5, 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 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, 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 BEARINGothersunlessshown. 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 M iTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 MMRO. IR® Job russ russ ype ty ly 13634726 DR19651F S ROOF TRUSS 2 1 optional) A A-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 9111 s Aug 20 2001 MI e( IIndustries, Inc. Wed Aug 07 1 :4 age 1 1-5-0 5-3.5 9.10.13 1-5-0 5.3-5 4.7.8 4 1:20.1 9 3.54rTT 3x4 3 8 2 10 11 7 12 6 5 2x4 II 3x4 = 2x4 = 5-3.5 9-10-13 5-3-5 4-7-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4 = 188/Mechanical, 2 = 634/0-1 1-5, 5 = 397/Mechanical Max Horz 2=218(load case 2) Max Uplift4=-243(load case 3), 2=-535(load case 2), 5=-353(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-8=-1099, 3-8=-1002, 3-9=-88, 4-9=44 BOT CHORD 2-10=1001, 10.11=1001, 7-11=1001, 7.12=1001, 6.12=1001, 5-6=0 WEBS 3-7=187, 3-6=-1068 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 4, 535 lb uplift at joint 2 and 353 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 150.01b up at 4-3.11, and 161.71b down and 395.31b up at 7-1-10 on top chord, and 21.61b up at 1-5-12, and 12.11b down at 4-3-11, and 52.11b down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) Truss Engineer: Junaidie Budiman, PE1145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads If) Vert: 1-4=-74.0, 2.5=-20.0 ` 4 Concentrated Loads (Ib) ••........ Vert: 8=10.1 9=-toI.7 10=21.611=-12.1 12=-52.1 j ;'` Q No. 4.5161 STATE OF = OR 10 A,r' ANAL August 7,2002 mook A WARNING - VerVy 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 on Individual building component to be Installed and loaded vertically. Applicablitty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stablilty during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responslbBfiy of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consufi OST-Be Quality Standard, DSB-SO Bracing Specification, and HIB-01 M iTek® Handling Installing and Bracing Yecornmendation available from Truss Rb ateInstitute, 593 D'OnohDrive, Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachC7 " other. 0 WEBS JS 3. Place plates on each face of truss at eachQ"'*For 4 x 2 orientation, locate o ; , ; Qjoint and embed fully. Avoid knots and wane plates from outside edge of o d ° V at joint locations. truss andd vertical web. a o 4. Unless otherwise noted, locate chordsplices at / 4 panel length(* 6" from adjacent joint.) uC, u 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, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. 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® r engineer. 15. Care should be exercised in handling, 11AP1 TM PP erection and installation of trusses, 1993 Mitek Holdings, Inc. CLCLIPFORM018. 019 OANIO-L ® #fMRO,AIIR® ob I russ I russ I ype ty y d 13634727 DR1965F S1 ROOF TRUSS 2 1 optional) A A-LONGWOOD, FL, MiTekIndustries, Inc. 4.72011 1 s Aug 20 2001 MiTe(Industries, Inc. Wed Aug age 1 1-5.0 1.5.0 1-5-0 1-5.0 3 Scale = 1:6. 3.54 FTT cc 1 4 2x4 - 1-5.0 1.5.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.02 1 >908 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 =-40/Mechanical, 2 = 193/0-8-0, 4 = 6/Mechanical Max Horz 2=41(load case 2) Max Uplift 3 = -40(load case 1), 2=-180(load case 2) Max Grav 3 = 50(load case 4), 2 = 193(load case 1), 4 = 6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-24 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 180 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASEIS) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1 .33 Uniform Loads (pIf) Vert: 1-2 = -74.0 Trapezoidal Loads (pIf) Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 p t = No. 4.5161 STATE OF Q IAL August 7,2002 A WARNING - VerVy 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. AppBcobMy of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing. consuff CST-88 Quality Standard, DSB-89 Bracing Specification. and NIB-91 Handllna Installlnq and Bracing R000mfrio mondatlonavailablefromTrussPlateInstitute, 583 D'OnoDrive, Madison, Wl53719. M iTek® Symbols PLATE LOCATION AMD ORIENTATION 44 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 Q 0 For 4 x 2 orientation, locate plates/8" from outside edge of CL truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 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 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 Cr joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLI P 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM016,019 NMRO-A/R M s S M L K K A9 A11 A13 A15 A17 A19 A A A A A A A A o I Lj 1 A n,% ZD A - I A A 14-0-0 BRIG. IN ENTRY B -B--- rN A A A A2 _ 14 0-0 CLG. A2 VOLUME CLG._--- ViAE;N0I0: ALL BEARING WALLS TO BE PLACED I J L 1 PLY HCR. k;TICE!! REVIEW ALL SPAN nluFuctnnjc _o i - ------ ....., I TOR TO SETTING TRUSSES. d 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING-=PITCH AND OVERHANGSWALLSMOWNARETOBEBEARNG.. d 3 PLY HGR. SIGNED APPROVAL Xi JOB NUMBER: DR1965F DATE: B-6-02 PITCH: LOAD:SHINGLESCuSPANCUSTOMER: D R HORTON 5. ao-a21-1a4o BY: T.H JOB NAME: MODEL 1965 "D" ELEV. /H• 12 BRG: BLOCK L f I PLOT PLAN DESCRIPTION: A PARCEL OF 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 SOUTHEAST CORNER OF LOT 52, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROUGH 29; THENCE RUN S89'35'18"E A DISTANCE OF 240.00 FEET TO THE POINT OF BEGINNING; THENCE RUN NOO'24'42"E A DISTANCE OF 110.00 FEET; THENCE RUN S89'35'18"E A DISTANCE OF 60.00 FEET; THENCE RUN SOO'24'42"W A DISTANCE OF 110.00 FEET; THENCE RUN N89'35'18"W A DISTANCE OF 60.00 FEET JO THE POINT OF BEGINNING, CONTAINING 0.15 ACRES t. 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. POL-4 UNNAMED ROADWAY OF PROPOSED BAKERS CROSSING, PHASE 11 N89'35'18"W 362.88' 221.80'- IWII aio CENTERLINE OF NI Vt RIGHT-OF-WAY ZI" 60.00' a ; S89'35'18"E 1Y' SE CORNER LOT 52; BAKERS CROSSING I PHASE 1 1 PLAT BOOK 60. PAGES 27-29 I TO- UTILITY EASEMENT DRIVE 10.0' —o 1 20.0' vLi 5.2' COVERED ENTRANCE o PROPOSED w I MODEL 1965e FINISHED FLOOR 0 I ELEVATION-28.2 O_ O N r- I 40.0' LOT 120 o Z I 40.0' 10.0' L.—.—.—.-4'.. =Pano PROPOSED LOT 1191-116n DRAINAGE TYPE 8 14.8' 10I . 0' I I o oO O III NO 00 I (/) 10.0' S89' 35'18"E 240.00' N89' 35'18"W 60. 00' POINT OF` p POINTOF COMMENCEMENTBEGINNINGBUILDING SETBACKS PREPARED FOR: FRONT: 25' D.R. HORTON _ REAR: 20' _ SIDE: 5' CORNER: 15' MLW: 50' 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 A, AREA WITHIN 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 119 AS BEING S00'24'42" W PER PLAT. FIELD DATE: ) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM41809 DRAWN BY: PLAN 5-15-03 SOD LOT 119 CONTAINS 6600 SOUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 519 SO. FT. t TOTAL SOD 3702 SO. FT. t PC FLOOR SLAB ELEVATION MUST BE 16" A2L'!, :"ROWN OF ADJACENT ROAD UNLESS OTHERWISE APPROVED LOT 118 TRACT " G" BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE x PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED CALC) CALCULATED FND FOUND C/ W CONCRETE WALK 5/w SIDEWALK PCONCRETEPAD PB PLAT BOOK NP NATURAL CRADE SO. FT. SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- ( 407) 426-7979 30' GRAPHIC SCALE 0 15 30 MLW MINIMUM LOT WIDTH POS POINT ON BOUNDARY POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PO PLANNED DEVELOPMENT a 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 CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT R RADIUS CS CONCRETE SLAB C CHORD LENGTH R/ W RIGHT-OF-WAY ORB 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. 5- 20-03 FOR THE FIRM WILLIAM R. M SCATELLO JR. P M#49 8 DATE I . I W k A-z ' ONE BY VOOD BUCK By OTHERS CAULK BETWEEN VINDOV FLANGE - a VOOD BUCK CONCRETE OP r r1aSONAT OPEHUG I 6Y OTHERS / CAULK.. BETVEEM B.V. 1-1/•' MIN V000 BUCK a (BUCK VIDTH) EMa£IYQNI MAS'Y. OPENING INSTALLATION ANCHOR —IBYOTHER-. ONE 9r WOOD 3/16' DIA TAPCON v^ D BUCK Bi OTHERS t/s" IN. SHIM A'' RCO'D. EMBEDMENT 1/(' MAX. RIGID VINYL (SEE NOTES) GLAZING BEAD ST BY INSTALLATION ANCHOR (TYP.) 3/16- DIA. rAPCON STUCCO SHIM AS REO'O. BY OTHERS 1/4• MAX GLASS O PERIMETER ( SEE NOTES) (TTPJ(SEE NOTES) . CAULK BY OTHERS 1 C' FLANGE TYPE rLANGC TYPE VtMDOV FRANC vIN00V FRANC, JAMB CAULK BETVEEM HEADER vINDOV rLANGE v RIG VINYL 6 VOOD Eucr PERIMETERCAULKGLAZINGBEADBYOTHERSTYP.) CLASS DOV (TYP.) (SEE NOTES) W.v. GH1) (vIMDOv v101ro Bx 6UCKHEIGHT) CAULK 6CTVCCN VINDOV FLANGE 6 PRECAST SILL V/ VULKEM tl6 ADHESIVE CAULK. OR APRV'D. Ea. SECTION B—B rLANCa TYPE PERIMETERVINOOV FRAME CAULK SILL BY OTHERS 1 ymmirmw t ° W.W. CAST SILL ° A BY OTHERS FA r` B CNOTrS. . SECTION A -A r- 1) SHIM AS RED 0. AT EACH INSTALLATION ANCHOR. Lw. ALLOWABLEHOSMSTACKTOBE1/4'.2) wlMOOw FRAME MATERAL: ALUUIMUu ALLOY 6063.3) INstALLATIY}M ANCHORUSTeE OF SUFFICIENT LIN. TO ACY.[vEMIN. EueEOMENTOF1-1/(- INTO uASOHRY OR CONCRETE. A) USE SIuCOmZED ACRYLIC CAULK BEHIND wINOOW RANGE AT HEADAMh JBS.SCL OUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROvED EOWLL. 5) USE SILIC0wZEO ACRYLIC CAULK FOP. PEatuE7ER SEAL AROUND W.H ExTER: Ga Of WINDOW FLANGE. r 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, uS_ ANCHOR. CIJANTIrY LISTED WITH HExT LARGER SIZ, FOR 7-E / APPRO R--E DESIGN PRESSURE REO*C• 7) GLASS THICKNESS wY vARY PER THE F.EOL•IRE>.EHtS 0% AST. L 0300GLASSCHARTS. B) LETTER CESiCHATIONS ON THE TAPCOH LOr.AT10HCMAP.r wOu:A'- WHERE Tx. -CON ANCHORS ARE TO BE NSTAL_._ WHEN USi,C 7- t 1 ExTERW= : L£vAT1pN AS A KEY 9) ALL FACTCPT APPLIED SOLES NOT GESIONAT'_0 %Oa TA?CCN ANCHOR SHOULD BE FRLEO w1TM jr! yPrWS D% ivi%,C:E: 1'- TO PROv:CE x1IN. S/E IN EN?£OuEN: INTO nOQO 6lA:K. -, r. A• !- 10) FLORIDA :xt•AUDERSI ,0 SERIES S.NG1.E l-- I IS SWAIN '--IS PRINT ALTO xP•JESIC 7-_ RORIDA _I!RCCE36 I5DG _ '_ 0 r•• / I I n \ SERIESS:1:GLE MUMCE — ! / r• `J i (I I: WHERE 'A'Xrl> It IN= =_:.:-=\!.Y, n a _ 5 s7R1J£:• SA, :Yr£• 5': •.r ; c!':?.. •,;f i:; - r_ ! jUF% IC:Er.: !_MCAT= T• I^/E I-3/2- v:M `' M<\EM" a. 1V I _'r'. _'J - ;jA _X I Er I`'r ALL :1:5 .fir- _ .. ,.. v Nc, CAULK BETVEEM WOOD BUCK 6 MAVY- OPENING By OTHERS CONCRETE OR MASONRY OPENING BY OTHERS 4 TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAM-8 SIZE SIZE 30PV TO AOPS 41FV TO 70Psr 3OAsr TO 6017 41.V 70 70Xv 12 1a •/a x 25 B e F.G F.G 13 Ia 1/3 + 37 3/a fi B r.G F.G 1A 16 Va x 19 5/a B B f.G F.G 145 1a 1/a : 55 1/. B B r.c G 15 1a 1/a . t2 B e ric F.G 16 1a 1/0 + 71 6 8 r.G r.GJU 17 1a 1 a = a3 is F.GJJK IH2 25 1/2 + 25 B e G IM3 25 1/2 x 37 3/a S B r.G F.G IN. 25 1/2 A .9 5/a 8 B F.G F.GMJIM45 25 1/2 x 55 1/• B B rc r.GMJ INS 25 l/2 X a2 8 B F.G F.GMJ THIS 25 1/2: 71 8 B rc F.GMJ IM7 25 12 X all B B F.GJ.K F.GJ.K30 1/2 . 25 29 1/1 , 75 B 30 In. 3a 3/8 29 1/2 . 37 3/8 B B F,C FA 30 1/2 . 5a 5/a 29 1/2 X 49 5/a 8 B FA F.G.HJ 30 1/2 . 56 l/. 29 1/2 . 55 1/a B 6 f.G F.G MJ30 1/2 . 63 79 1/2 A 62 B 6 r.G F.GMJ 30 1/2 . 72 29 I/2 x 71 8 6 F.OMJF.G.MJ 30 1 T . a. T9 1/2 + a3 e B r.c i x r.GJJK 36x25 23 3a ! J7 J/6 B B F.GF.C. 2A 16 : 4111. B e 245 36 = SS 1/. B e Fc FCMJ 25 36 X 62 a B F.GJ1J F.G,IV 26 3d X 11 a D F.GMJ O.E.F.GMJ 27 36 x 83 a a F.GJ.K F.G.H JJ.K 41 x 25 4 . 3e 3/8 a J7 1/e B B F.G rAN s2 SO 5/a a •9 5/6 B B F.G F.GMJ 2 56 1/• n , 55 1/. B E r,GMI F.GMJ 42 . 63 41 x 62 B B F.GMJO.E.r.GMJ 42 . 72 t X 71 B a F.GMJO.E.F.GMJ S. ai I al B F.GJ.K F.GM.IaK a . 76 a7 x 25 5 tic H•L 6 . 5a 3/5 J9 G F.C.MJ a 56 1/7 8 A.0 1/5 Sds7 Y 55 A.0 F.GMJ r.cMJ 63 3X 67 28 A.0 F.GMJ 0E.F.GJII sa 72 7 X n e A.0 F.GM.1 O.E.F.GJI.1 a • 7,e3 P xr. r r H1 32 52 115 x 25 a A.0 F.G F.c 33 52 1/. x 37 3/a B A.0 F.c F-GMJ 3. 31 1/2I . •9 $/a B A-C F.GMJ F.GMJ 315 52 1/a x 55 1/. B A.c F,GM.1 O.E.F.G.MJ 35 51 1/a . aT E A.0 F,G.MJ O.E.F.G.MJ 36 52 1/-- x 71 a A.c r.G.NJ O.E.F.O.HJ 37 52 1/5 . 63 2 a_C I F.G.J.r. O.U.G.J.rJ.K 37 SIZE NOT <v:ILYLE IN ICOO CP 1500 SLWS. FLORIDA EXTRUDERS SANNAD, FL. INC SANFORD, FLOF.IDA TITLE: INSIALLAT:0N S•' Hur;-_-':L'= .IN?t_ _ - S=F.i:S GOOD iSLYJ :000 DRAW- 0 BY: i ?.??ROVES BY: SCALE:'.. C IDMG.! t LEXCJ0I H[ATMING T OTHERS I INSTALLATION NCIOR SCREW cT EXTERIOR FINISH — BY OTHERS PERIMETER CAULK — BY OTHERS rim FRANC HEADER IIOOVEGA! CXTERIOR PERIMETER CAULK By DINNERS XTER102 FINISH— IT OTHERS 8 INSTALLAT101N N[HDR SCREW (TIP.) SHEATHING By OTHERS CAULK BEHIND FIN I VO BY BUILD DOWN B1 OTHERS SHIM AS REO'D. cSC C NOTES) Ur "AL PMA sPAa I GLAZING cTTP. SEE NOTES) rim FRAME SILL SHIM AS REO'D.— SEE NOTES) / I L 1N1' Nt. 914 S7AEE NOTES: 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR MTN LOAD BEARING SHIN. MAX. ALLOWABLE SHIM STACK TO BE 1/4-• 2) WIDOW FRAME MATERIAL: ALVYINUM ALLOT' 6063. 3) USE S¢ICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEM. SELL k JAMBS. A) VSE SL)COMZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) CLASS THICKNESS MAY VARY PER THE REOUIifMENTS OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CLASS IS ALSO CKIALIFIEO. 6) SCREW ANOOM AT NERD. SILL h JAMBS SMOULO BE /8 SCREWS OF SUFFC[NT LTH. TO PROVIDE MIL 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE IS SCREW ANCHORS 6- FROM CORNERS AND N' O.C. MAIL 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BULO DOWN MUST BE OF SUrFK:ENT STRENGTH TO ADLOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES B•2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENNOED TO LIMIT USE Or THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MAM)FACTUREO FROM THE 1000. 1750. h 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WIMDOW UNIT CAN ALSO BE MULLED TO OTHER UMTS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. EXTERIOR ELEVATION I "0 3, 31 OTHERS CAULK BCH:N,-riN •j )Y1 [llt1 A/ •[> r KIN _ f IBEDM[MI SEC i101%j S-A Ur NNAX, X8 INSTALLATION SMKN $FACE ANCHOR SCREW (TTP.) SHIM AS REO'D_ 61 FRAMINGITBTOTHERSSCENOTES) JCAULK BEHIND FIN rim FRANC JAMB GLAZING (TTP. SCE NOTES) r 16K CKIBC CXI SHCATHING Bf OTHERS ' EXTERIOR EXTERIOR FINISH BT OTTERS Vt wv VIBTN PERIMETER CAULK BY OTHERS SECTION B-B wrt EXTERIOR EL -VATION FLORIDA EXTRUDERS INTERNATIONAL. SANFORD. FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED W1r400W 1000. 1750, & 2000 SERI_S 2002 DRAWN BY: BB I APPROVED BY: DATE:02/14/02 ISCAMMS DWG.: FLEX0037 ONE BY BUCK By OTHERS CAULK ICIVEEN VINDOV - rLANGE t SHEATHING LYVODD (TYPJ— . BY OTHERS CXTCRUIR fROSM IT OTHERS PaaWTER CAULK BY OTHERS W[NDOV FRANC. HEAD EXTERIOR VtMDOv FRAME SILL PERIMETER CAULK BY OTHERS Ex7CRIOR FINISH BY OTHERS INSTALLATION ANCHOR MI0 SCREVBUCK VIDIN BUILD DDVN By OTHERS MOTES. TVO By FRAMING ALTOSILL) APPLIES1) S/M AS REO.O. AT EACH INSTALLATOSHIM.NANCHORWITHLOADBEARINGSHIM. MAX. BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1- 3/8MON. 3) TAPCON INSTALLATION ANCHORS AT S0.1 MUSTBE OF SUTTgENT LTHL TO ACHIEVE SKIM AS REO•D EMBEDMENT MIN. EMBED(¢MT Or 1- 1/4- INTO MASONRY OR CONCRfTG /10 INSTALLATON ' (SEE NOTES) SCREWS ATHEADkJAMBSMUSTBEOfSUFFICIENTLENGTHTOAcwM1-3/8- . Lam. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOURED. ' RWALLAT10N ANCHORS h SCREWS TO BE PLACED 6 IN. FROM CORNERS k 2+ IN. . D.C. MAX. VINDv OFRAME 4) USE 'SLUCONREDACRYLICCAULKBEHINDWINDOWFLANGEATHEAD. SRL e: MBS. JAMB 5) USE Sl1DOMIZO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Or .. WINDOW FIANCE. - GLAZING < TTP. MAx. 6) C1A55 TKIC7KHE55 Wr VARY PER THE REOUREMENTS Of ASTM E1300 CLASS 'SCE SH(Y SPAM CHARTS. SO4ME CIAZING 6 SHOWII INSUKATNG CLASS 6 ALSO DUAL Flm. . •.. r.''..: 7) BUILD DOWN AROUND CUAKD PORTION OF WINDOW FRAME TO BE ENCIEERID BY OTHERS. BUILD DOWN MUST BE OF SUFFICEM STRENGTH TO ADEDUATELr• TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 6)FLORIDA EXTRUDERS 1000 SERIES DESIGNER WR100W SHOWN. THIS PRINT ALSO APPLES TO fLOFLDA EXTRUDERS 1750 SERIES A 2000 SERIES. ' 9) ELEVATIONS SOW COMMON COMFIGUIUTIK+S. 1T 6 NOT MENDED TO WIT USE or AS REO'D THIS PRODUCT TO THESE TWO CONFIGURATONS. TIM SHEET APPLES TO ALL PERIMETER CAULK SHIM SHIM AS RECOHFIGURATOHS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. Q 2000 BY OTHERS SERIES DESIGNER FIXED WOmOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE VINOOV VIDTH MULLION. SEE MULLIONINSTALLATIONSHEETSFORREOUIREMENTS. GLAZING (TYP. SEE NOTES) SINK AS REO' D SEE NOTES) CAULK BETVEEN Q VINDOV FLANGE QtOBY VOGDWEBUCKCAULKBEIVEENWOOD BUCK t NASONRT OPENING BY OTHERS CONCRETE OR SECTIONMASONRY A — A BY OTHERSBLOCKHEIGHT T L_ 1/4' MAX SHIM SPACE A -` EXTERIOR ELEVATION e 1 L 1/.- Mx10EVTRAL FLORIDA \ B. G. A. r. EM3COuENt ONE By VOODKANUFA R NAM: BUCK BY GONERS T IN;7ALLALI041 P. 77 Ll :-rI .: ., •„H7 W HT 1-3/ 8- MON EMBEDMENT 1/A MAX. SHmN SPACE CAULK BEIvEEN Tv0 By BUCK t . CQERE7E BY OTHERS INSTALLATION Bto SCREW.f' CNRX' BCTWCEN ter .•WINDOW fLAIE l'• Hm1-11IWY HtH ... cnHolMrE as .',, CKTERILR rIKISH SECTION B— B BY OTHERS WINDOW WIDTH WINDOW A EXTERIOR ELEVATION FLORIDA EXTRUDERS'" SANFAMNAL, INC o DO FLORIDA TITLE: FLANGEINSTALLATION DETAIL V/ FRAME BUILD DOvN DESIGNER FIXED VINDOV 1000, 1750. L 2000 SERIES. DfLAWN BY: BB I APPROVED BY: DATE:02/12/02 SCALE: NTS IDWC.: FLEX0036 SHEATHING BY OTHEP.S JA STUCCO J OP. SIDING BY OTHERS PERIMETER CAULK BY OTHERS ANCHOR SHIM AS RE'O•D[INSTALLATION SCREW SEE NOTES)= 8 Cµ1LK BETWEEN7 TWO By WOODDOORFLANGEBYOTHERSLSKATHING TAI 1/V MAX. SHIM SPACE DOOR V I O IM SLIDING GLASS DOOR :RAMS Jae13 1-1/13' MIN. EMBEDMENT TEMPERED GLASS TTP> SLIDING GLASS DOOR FRAME HEAD I PERIMETER CAULK BY TEMPERED OTHERS GLASS (TYPJ iCi f.`!T.si,. 1_ S- DOOR HEIGHT SECTION B-B oA vDERS _ A 11 SLIDING GLASS DOOR FRAME SILL 0 I / I. EM EE DIQN i EXTERIOR ELEVATION G _ i-1/A' MIN. 2 PANEL DUCT° SHO" G P A O IIBERALLT APPLT — I CAULKING . $IL! — QF. SET SILLLL ININBE —:N:iA!L-iilti ANCHOR or CONC21TE 3i:5' DS= iA:CQN S- i ION A FE ; 2BIJ2 - t- I/e MIK I EMBEDMENT / TVO PT WOOD By OTHERS SLIDING GLASS DOOR SHIM AS REO'O. M".. STRIP SEE NOTES) INSTALLATION ANCHOR Its SCREW CAULK BETWEEN DOOR. FLANGE i SHEATHING X-- SWATHING \ BY OTHERS TEMPERED GLASS STUCCO ( TYPJ OR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK 2ASCREV TWO BY WOOD BY OTHERS CAULK BETWEEN HOOK STRIP C SHEATHIMG HOOK STRIP DETAIL 1- 1/S' MIK EMBEDMENT 2 . 9 L SFACL AL• ALURHIHUp ALLOY%?c or 21oIHSfg' INTO DrSCREWS MJSt SC 7 STALICIEnT LEM TnTO ASELL MST CnSCDKnt SL1-1/B' W E V006 7AC-I- - E.NxDTIOM AKr6l1 At SELL , tti. Of SlfrtCi[ ni LEnGTn IO KnICK_ MIA C.•.iCOWni O' 1-li ' WTO HASD'RT OR COKKTC 5) WK STALLATIDI AWTRCI21` Or BA" Or TMS SICEI. rI USEStLICOAZEDKRMtCCAULKSCmWDoanrLAW4ATKAD L JAMSS SI USESRICDOZEDACRYLICCAULKTORPERIKiCRSEALARD/rD EKrERIOR Or DOOR. 6) G E=ACT DOOR SIZE IS 1dT LISTED WWIOVAM AR CIMRT, USEArCRM011TrLISTEDWINKAI LARGER SITE. FOR fK APPROPRIATE DEStCA PRESSURE QEO•D. 71 FOR POCrEIOOL: SITES U i CLOSEST BYPASSDOOR SITE L COWICA RA110r TO ADgSKD OPCMIK. B B BI CLASS T.IE tMSC.KSS MvARIPERREOUARCWnt STRIP S AS n C17DDGLASS CAA2TS. 91 DOOR urli IS APPROVED uSIK IC.pERCO CLASS In SI.GLE CLAZEO OR I.SULAIPl. GLASS 10) p sISILLCORKRSARETOSESL-PLED VITH ASHALL JOInf SEm SEALER L III SHAS RC1YD. A: rA SCI 6 WSIALLAIIO: —C"S. IMA. ALLWABLE SHW SIACK TO BE Vr'. 121 ALL WSTALLATtC. -0( 7S n)ST BE MADE Q CMSU" RESIST ( wTE?IALS. IN vW _ 'A' =EPRESEn7i . OvM PAWL -11 V• RCPRESENTS rI.ED PAWL APPROVED CDfIGURAfIOrS ARE AS LISTED0. A CIM CM Ri br SAC. Or THIS SKET. Irl at ALL COnf1GRAT1O.S LISTED ABOVE ARE SHDVn Dr THIS DRA.I.G. r(lV[vER IMSTALLATIO. SCCt%t '.•A'_ 'S•S' L K:TI SIRtP DETAIL A, --I TC WSTALLATIOn Or ALL APPRTIED C'NIGRArlOri. 151 FLORIDA C.iRUDCRSWDDSERIE: SLICIW GLASS DOOR IS S.0V T.IS PRI.T ALSO APPLIES TO 2m SCRICS —3 500 SC21ES. DESCRIPTION DATE I INi F L 0 R I D A INT EXTRUDERS SANFORD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WiTH k? SCREWS DoA.TYN BY: ?B 1APPROVED BY: DAT: !2/!7/01 SCALE: Nf° ID*G Zz .'LiRTS27 S Or jr •'` J. •''•''L:%'`>.• ". -'--- T.'PiC.1E 6tULLiC(( TO CONCRETE C UA6!B r F-lOC^ ?1.JDcS!uI R _ (APPLIES TO JA)"E WHERE 1' X 4' 1v00.F.V./EESIGt+ER r t SILL'Cr°.7 ^ cc QMULLIOAREiJ.._C) r SILLIL.2 X 4' TUBE r , SELF'[TAFPIw SNS::r, CO.YCRETE CR:MASONQT TAPPING SMS _ 'ti-•f 1. ' * is _ -- ,{` _ - - BY CT'rtERS- . 2 X 1 - (:. yye' 7 U SE KN-LIO1:yTUEE t! n l n SFA:ANi.I6ET'vEtJ,? aU > 1 ONE Y VCDL'_/ A VINDOV FLAKgE; i I r. 4 -- Wit' -••_ . _..`. ! L F HL-CK. HY OTHERS 1 j?j D' r +g._(. ) p pp. a p7 7I!' Y 4'l.: 11 o.,rl -`!..'•`?,14lfJt.r ,. i'1 V'ildil •O•t't•.S. .. z MT BETVEEN de X -3/4 SELF , S t: f',i , 8 x /4 .sELr 1 ANU'`.CT'YJRER NAME: i{r{, v(MDOV FLANGES SY. TAFPiP* SMS TAPP[N:SMS. _ t x1L ID1 - r+EAD cirP.) ` ° _ I tI +G,(T'r a GOR/PA'EX`T-RuQ9RS y.- SEAL•YTEETVEGY •• 1e Y r-ir , Tb': A A i21 - _ vtrnav FLANS i CTION A —A i )f_ • N. F'HI.., s a MJt Llaz+"YDESIGRER iicVtIOGOF.V./DESIGNER ( . • • • Q er'SSLL', (TYP.) f `,. bL Sr+. S[L C( ---I 1 ! 68 k 3/4 SELF r._ .); • I ' 69 X 3/4 SELF `0 1000 P.VJDESIGMER a ! (jttTAI r K. tJC'.; 10 t C , D T!?PI'G SMS . PINGSMS _ Sitt CTYPJ X 2.7/16 XI/8 :l X 2 7/15 X 3/8TUBEMULL'[ON _ TUBE MULLiO\;-:VTA 8„-_.._ X 3/8 MULLION t • -` • SEA!ANS EETVEE,Y.4; _.fit'. r. • v!Nmv FLANGES. a MIJLLIIA_:..r4r.. ti E:` ALA)IT BET. EE VINDCV FLAMGE i!. Fh _ He x :/4 SELF 4SYS SELFc• t -100C :S i ' TAFPIMG SMS DGGS.M. HEAD ( TYP.) PEA3•'(TYF.) j = J.?b> i.:: i SEAL AN BETVEEN c=C T ION .4 A :...._. -_-'':;..SEGTI^vN !1-A (4) 1. T a INDEV YA•YCESV Y•_ S-n..v A"a_ a s •. rOGG- v/,f'IG`rR r T -TVEEm su. -IOCJ F:v./DESIGNER iq TAIL a I lKSTA!— 4TIGN AKCWC: 3/16• CIA. TAPCr,%, Su:V ANCHOR tTYF.) EXTERMAL MLLL10h INSTALLATION CLIP 1 1/4• MIPt EMBEL9; EN T MULLION SILL < TYr.) S _ SEAL FtAtduES- F.F--.SiCI'(TYP.) EE X 3/4 SELF a rlxLtu'N S-: Ct I -,. TAFP!vL SMS FL^J.4ii01 I 08 X 2/1 SELF _ - ? i8 X %/4 SELF. ? \— vicN,EO FROM EXTERIOR r 'TA.°PING SY.S - C(•'1, TAPFi!:G Sy 1 Y X-ve •' F ~./. t X 4 X.3/6 !GOO S}_l t N !t+-P.71 IuHL MULLION - iutcn`+Liiu: t_ i INTERNATIONAL, INC FLORIDAEXTRUDERSSANFORD, FLORIDA ITITLE' S-R, i Qi ('i% ! 7Qr3 rL ANGE SHECT 1 Or - E; T. _C S: J_ J:'1 f_C G Uf C/ f' a ScLr :..: I•`-x+: X 3/ SELF , DRAWN BY:i•iAPPROVED BY: inA•rr•,: t Sf ALP.: INTO D'RG.: ! f i_u M1aMtoaOE MIAhtl-DADE COUNTY. FLORL METRO-DADE FLAGLER BUILDI' BUILDING CODE COMPLIANCE OFF] METRO-DADC FLAGI.F.11 BUILDI 140 %wir rLAGt.C(t sntrx-. T, surn: 1 MIAMI. FLORIDA 33130-1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 VAX (305) 375-2 Premdor Entry Systems CON•rttAct:ott LICENSING at:cT 911 E. Jcferson, P.O. Box 76 (301)373.2527 r•AX(303)373-: Pittsburgh ,KS 66762 coN'rttA(:rott nn•ts, 305) 373.29" VAN (303) 37S-: root>uc r co,rrluot. uivis 305) 37s-2902 FsVX (ins) 372.e Your application for Notice of Acceptance (NOA) of Entergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal 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 1 product or material at any time from a jobsite or manufacturer's plant for quality control testing. If 1 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 the South Flor Buildin, Cede. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.2; EXPIRES: 04102/2006 Raw tcoariguez Chief Product Control Division THIS IS TIME COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE,C PRODUCT REVIEW CONINTITTEE 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 INtianli-Dade County, Florida under the conditions forth above. t11' P RO \% E D: 06/05/200 i Francisco J. Quintana, R.A. Director Miami -Dads: Comay Building Code; Compliance 01'11r Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVEDJUN 0 5 2001 EXP1ItES April 02, 2006 NOTICE OF ACCEPTANCE: SPL:CIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptancc 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-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-1V/E Insiving Glazed Double 'Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Prcmdor (Entergy Br. Double Door with Sidelitcs in Wood Frames with Bumper Threshold (inswing)," prcparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade 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. Single 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 arc 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 protection system (shutters): the installation of this unit will require a hurri, ajotcction systern. LABELING 5.1 Each unit shall bear a permanent label with (lie manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRENIENTS 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 copies of the ;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 Onlieial or the South Florida Building Co. SFBC) in order to properly evaluate the installalion of this system. Ivlanu t Pcrc2, P.E. Product Co C Exari, Product Control Division Premdor Entry Systems ACCEPTANCE No.; 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 - April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are 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 if: 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 codo 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 aeceptar 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 be-causc for tcmlination 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 rcmoval 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 tlic expiration date may be displaycd in advertising literature. 1 f any portion of the Notice of Acceptance is displaycd•, then it shall be done in its entirety. 7. A copy of this Acccptancc as %vcll 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 not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and rcmoval Acccptancc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP" 'ANCI: Manu Pc[cz, P.C., Product Pon xam Produ 'ntrol Division Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing Singles (width) 2'0' TV X 2'8" 2'10" 3'0" 3'6' Masonite International COP-WL-MA0141-02 filiami-Dade OCCO 02-0419.08 Application Filed) Mijamur, E 52.0 NO Not Listed Not ListedMUM X0, OX, OXO I Wfl. 2'8" + 1'0" 61asonite inietriallionalr.r COP-WL-MA0143-02 r 02-0419.08 Application Filed) r 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 1'0" + 2' 10" + 1'0" IT + 2'8" + 1'2" 1'0" + 2'8" + 1'0" IT - 3'0" + 1'0" 17 + 2'10" + 1'2" IT" + 3'0" + 12" TV+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 I 2'8" + 2'8" 2'1C" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Flied) 52.0 NO 2'8" ; 2'8' + 2'8" + 2'8' 2'10" + 2.10" + 2'10" + 2-10" 370" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under (lie product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instruclions 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, slate or local bui?ding 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, A202 8 PA2!) . 0 O akaft _ AR 4 EK'- I II V.kG1.ASS kNTRY DC10H% N--.i- fe 'U.(.4.r D-w. D N Ap179. toot o....a e.... Owco.aweypapynofa enwpocmentmueetxutkbd"t,orspnsndmoan Masonite International Corporation d,t.W VAiKl ro [hXW w:WdW AbliCe. Glued Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing 1 1 1masoniieInternationalMiami—Dade r 112;FlUiT.1111111 FIRM 2'6' 02-0418.03 X 2'8" _ COP-WL•MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0". 3'6" Not listed Not Listed — — XO. OX. OXO I t 12'a" 1 1 2'8" + 1'0' 1 1 COP-WL-MA0163-02 r.l' t 0418.03 Application Filed) r• WZ 55.0 1. 1 NO 2'8" . 17' 1'2" 3.C" + 1.0.. 37 + 1'2" 1'0" + 2'8" + 1'0' COP-WL-MA0164-02 02-0418.03 Application filed) 55.0 NO I I 1'0" + 2'10" + 1'0" 1'2" + 2'8' + 17 1'0" + 2'8" + IV' 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0' + 1'2" 2'6" . 2.6" : TV 2'8" + re- 2' 1C" + 2'10" + 2'10" i 3'0' + 3'0- + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 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•MA0165-02 02-0418.03 Application Filed) 55.0 I NO I 2'8" + 2'8" + 2'8" + 2'8" 2'10' + 2'10" + 2'10"— 3'0" + 3'0" + 3'0" + 3'0" Dotes: 1. Dccr a: rangernents using fewer panels than wha! is shoe i in the above char) also comply under the product approvals shown. 2. Assembly details are available from the Masonits international website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCF 7 (Minimum design loads for 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 Mlamt-Dade 8CCO protocol PA201. PA202 & PA203. Uak raft ® ui aR ale ` Kal.• t. dw..de hen I. U-I:1 A1< h,., 'AY V00At—4—r4-0.r. U-, O.:.: Omro• wwgVrogumatpoewaVMmCnmulmusscectirrco"s.asjna,aa nf.a Masonite International Corporatiar. drt: a ;e.j..Vtorbinge vktft,t rotor. Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Inswing I X I 2'0" COP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 NO 2'6" 2'8" 2'10" 3'0' 3'6- Not Listed Not listedEtaimmmo i . X3. OX, CXO I XX, OXXO 2'8" + 1'0" COP-WL-MA0148-02 I.,• r 02-0423.01 Application Filed) r 40.0 NO 2'8" + 17 2'10" + 1'D" 2'10' + 1'2" 3'0" + 1'0" I 3'0' + 17 COP-WL-MA0149-02 COP-WL-MA0147-02 02-0423.01 Application Fled) 02 0423.01 Application Filed) 40.0 40.0 NO l I NO I 0' •. 2'10' + IT — 1'2'• + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0' + TO" + 1'0" 1'2" + 2'10' + 1'2" 1'2" + TO" + IT 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 258-+3'0"+3'O" 2'" : 2'd" 2'6" + 2 8` 2'110" + 210" TO" + 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" 2'10" + 2'10" + 2'10' + 2'10" 37 + 3'0" + 3'0" + 3'0" Notes: Door arrangements usil:g fewer panels thar. what is stiown in the.above chart also comply under the product approvals shown. 2. Assembly detai!s are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. Insta:'a:ion ins!ructions are available from the Wasonite Internaticnal website (www.masonile.com) or from the technical center. Actua: design pressure requirement for a specific cuild.'ng design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builaing 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 & PA203. Oak aft w"...,. •r. AR EK" CHTMY noon w.+u.. se..p.0 cvro.... rI[./i'fai vi('n//..lw 20^i V Ifcw f:r e+.+K 7c; :net oroG"n a.D.ou:+tat au,tf sx:b;:ian, ecs9•' ::•f ;.x::, Masonite International Corporatior Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing Miami-OW131CCO I• Rati1 1 02-0423.03 COP-WL-MA0166-02 (Application Filed) 47.0 NOX 2'0" 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement1(Width) X0.OX, OXO 2'8" + 17 1 1 .Miami COP-WL-MA0168-02 Dade 8CC0Miami-Dad 02-0423.03 Application Filed) I• Rating 47.0 1 1 NO 2'8" + 17 2'10" + IT 2'10" + 1'2" 37 + 17 3'0" + 1'2' 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 NO 17 + 2'10" + 17 17 + 2'8" + 1'2 1'0' + 2'8" + 1'D" I + 3'0" + 1'D" 17 + 2'10' + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8' + 2'8" + 2'8" 2'10" + 2'10' + 2'10" 3'0" + 37 + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Fled) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + TO" 2'6" + 2'8" + 2'6" + 2'6" 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' + 37 + 3'0" + 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 & 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 & PA203. a Oakc aff Wu...l.w••,w eJ AR EK" 11tl1:Nf.1.AS5 CNV'wV DOOMS r.-Ne ref 0.•. C„ / n a • J.1 VI\ . ri00t '2 Masonite International CorporationowOurtOru+\.+q Or00r+r0 Of 6w00uG inMov.meN mNrf fpCCdlClliprf.Otsyn qM OroOu[I r W wb'm to Ch c. wa1fi Wc.. I Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing 1' 1 1 . 1 ' 1 1• I 2'0" 2'6" X •2'8" COP-WL-MA0101-02 01-1031.01 2'10" 3'0" 3'6" Not Listed Not Listed 1• • 1 76.0 1 1 NO X0. OX, OXO MultiplesI 2'8"+IT masoLnite' COP-WL-MA0103-02 l.l• t 02-0109.10 Application Fled) 1• 1 55.0 1 I NO 2'8" + 1'2" 210" + 1'0" 2'10" + 17 3.0" + 1'D" 37 + 1'2" 1'0" + 2'8" + I COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO IT + 2' 10" + 1'0" 17 + 2'8" + 1'2" 17 + 2'8" + 1'0" IV + TO" + 1'D" 17 + 2'10" + 1'2" 1'2" + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8' + 2'8" + 2'8" 210" + 2'10" + 210" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" . COP-WL-MA0102-02 02-0109.10 Application Fled) 55.0 NO 2'8" + 2'8" 210" + 210" 37 + 3'0" TV + 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" 210" + 2'10" + 2'10" + 210" 37 + 3'0" + 37 + 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 8CCO protocol PA201, PA202 13 PA203. Oakcraff AR EK'" F.T.,'looks M r..,r"t FMj "Er 0. Apd 29. 2002 Masonite International CofporationOICOMklVomW0ofplo0uort10rOefflMakinSPWiCala'0S. 0tWa110 olodutt 0tW SUWO 10 CI &Vt W00u1 MkCt Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing MasonileInternationalI1 COP-WL-MA0121-02 I 01-1031.02 I•Rating 76.0 1 , NO Mur-IMMUME X Singles (width) 2'0- 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples (width) 2'8" + 110" masonite international COP-WL-MA0123-02 Miarni-Dade BCCO 02-0109.09 Application Filed) UP Rating 55.0 NO 2'8" + 1'2" 2'10" + 17 2'10" + 17 3'0" + 1'0" 37 + 1'2" IT + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 12" 1'0" + 2'8" + 17 17 + TO" + 1'0" 1'2" + 2'10" + 1'2" 17 + 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" + 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" 37 + 3'0" 2'6" + 2'8" + 2'6' + 2'6" COP-WL-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" 3'0" + TO" + 3'0" + TO" 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, PA202 & PA203. 13 O akcxaff AR EK" ,..,. FIMM.NGI.AS{ NN'1'NY DOOM{ d+T l".+10+. AWd29 Masonite International Co§porationOur ^0 woonm o, wod,o imlo. TWd mates wecdcaom. &so am aooun Oeu1 tuaND m cnNge .+man notice. FIBERGLASS DOORS Opaque Units 8'0" Height — Inswing 1 I COP-WL-MA0106-02 ll' BCCO 02-0109.08 Application Fled) 1 O•Rating 70.0 1 1 NO M.MIMWAWWWSingles1 X 2'0" 2'6" 2'8" 2'10" 3'0" 3'6"' Not Listed Not Listed Arrangement1(width) X0, OX, OXO 2'8" + 1'0" 11 1 COP-WL-MA0108-02 ll I 02-0109.08 Application filed) I• Rating 55.0 ImpactRated NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 37 + 17 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 17 + 210" + 1'0" 1'2" + 2'8" + 17 1'0" + 2'8" + 17 1'0" + 3'0" + 17 1'2" + 2'10" + 1'2" 1'2" + 37 + 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-MA0107-02 02-0109.08 Application Fled) 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-MA0110-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + TO" 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. PA202 13 PA203. Oakcraff AR EK'" r.kPqW F.. FINI:Nfi 1.A.< e.TY II110N5 -U.-N.•e"N E-Or"• fold 29.2W2 ow'"wWV oiowam of po&Kl .npovlm""" $Wd"l S. 0n0nlno WOWLI dead SUORSI toCOiOde .O A MIKt. p/) 1.1 lyl,•.Ir I,ow UYI . iIn 11 Masonite International Corporation Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing 1'Singles1 X 2'0" MasonileInternationaltl t r•Rating ImpactRated 02-0109.07 COP-WL-MA0126-02 (Application Filed) 70.0 NO 2'6" 2'8" 2'10" 3'0" TV ' Not Listed Not Listed 1'Multiples1 X0, OX, OXO 2'8" + 1'0" MasoniteInternationaltl COP-WL-MA0128-02 02-0109.07 Application Fled) t•Rating 55.0 ImpactRated NO 2'8" + 1'2" 2'10" + 1'0" 210" + 17 37 + 1'0" 37 + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Fled) 55.0 NO 17 + 2'10" + 1'0" 17 + 2'8" + 17 1'0" + 2'8" + 1'D" 1'D" + 37 + 17 1'2" + 210" + 1'2" 1'2" + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 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" + 210" + 2'10" + 2'10" 37 + 3'0" + 37 + TO" 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, PA202 & PA203. 0 Oakcraff ARk EKr" a.,.,," 'l a .a e.U,r.i.ar Ire•• hl"I:IIC I.A\\ N. N'1'MV 1)OONS —U.— ,N t—Ow. afJ:'ivan(:.//..d: o Apr t9.7002 Ow coMmv.N wWml oI aodma fmplortmeril eutn tottdkalim. Ottgn and aooun Masonite International C o rip o r a t i o n dfW tuftM 10 CNpt wdf" rglCt. X Unit 6• TYR 6' TYP. 6'8" UNIT 8'0' UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 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 12" Height of door unit plus 1/4" SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED 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) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 88 and /10 wood screws or 3/16" Tapcons. 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 property to transfer loads to the structure. 0 PREMDCV(1/ i Zfi1114Ci o o. o.... Aptil29.2002 Masonite International CorporationOwcont~V orottim o, orooua a V Wle,naM MACS soecmcnons. oes.onano O,odua onad suoect to cNnae ..mo,a notice. XO or OX t Unit SINGLE DOOR WITH 1 SIDELITE UNIT 8'0" UNIT 5/16, 17.1/8' MAXIMUM ON CENTER TYR 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Roughr Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t t t ,t t t 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 18 and I10 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSUAF 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. alua29 2Y32 Masonite International Cor{roration Or to mw"c, mya.cn,tm ..wn 5utc.acnom. ongn i.K YxC OCW SUW to CN." "4 W .U.Kt. Ox0 t0004f Unit t SINGLE DOOR WITH 2 SIDELITES HT Yp.• TYP. TYP CL TYP. 6- TYP. 6' 8" UNIT 8'U" UNIT 13. 15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2- 1/2" tong screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" I t t t t t t t t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA 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 110 wood screws or 3/16" Tapcons. 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 ADM 29.2o02 Masonite International Cotporation Ow ca+w..ro oar." w vw"c+ r:.n*u u moo aytaitnun. 01W aro a 0O Wid S.Wo 12 :r+nqt " rMA .wu. oxxo I I I 1 Unit f DOUBLE DOOR WITH 2 SIDELITES 6' 3' 6' CL n'P TYP. TYP. TYP. l ll ll tl ll l ll It 1 jTY1 l 13- Minimum Fastener Count 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 6'0' 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 A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSIBHMA A156.16) surface bolts be installed on latch side o1 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 /8 and /t0 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. 0 Aprd29.2002 Masonite International Corporation Q" com+N"d povam of p.odua •"o.o+f.'"Mo malts smokafCns, d"9" And yodun polo sub^l to cL"d! Mrto A "dce XX Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: I Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". r Double Door Madmum unit site . 6'0' a 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 for a specific building design and geographic Wigan is determined by ASCE 7-national, stateor local building codes specifythe 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: asA o an na as as 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 0 ° na as no na an as 10S Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 fill 107 Series' 108 Series 30e Series Series' This glass kit may also be urea m the lottowing door sMe: Eyebrow 5.1)" With scroll Oak raft ARkEK" t.r.....,, r.._ W ••.J• r• . 're •I.r.J 1'MURCLASS ENIKY VOONS w.r:•.r.e—N. E+ lamas a April 29.2002 Masonite International Corporation Our coronr.rq Wogram of wWW ^Iro+ tM male SDKdCXan. urSo ard poduct dew SWIM 10 Cnarlbe w Vr A WO XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as as rya D 404 Series 410 Series 109 series 111, 120.122 152 Series 149 Series 300 Series 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 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 EK'" e..1 ,...1,1.,. IIIOI'N,a.: %? LN 1'N\' VIIIIN,\ NorR-o.d rMrrNu [w-, Deen a Apfh29.2002 W comnwq aoersm 01 prodW nlpnNtllleM mules specdcmiw s, dnion m0 wodwl Masonite International Cotporation oau+ swim tocm+^ee -a1w lace. XO or OX 1 t r t Glazed Inswing Unit APPROVED ARRANGEMENT: yq , a 0 0 FIBERGLASS DOORS ` Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 1 Sidelite MaAmum unit size . 6'0' x 61" 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 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 beefs followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-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: as oo °® no ao as as 100 Series 03, 135 Series 136 Series 822 Series 1/2 GLASS: as no as as as as 105 Series 106.160 Series' 129 Series' 12 R/L. 23 R/L. 2e Wt. 107 Series' 108 Series 304 Series Series' this grass in -my also be used in the following door We: Eyebrow 5-pane, with scroll 0akGraff AR k EK" r..l....., .._ b..9—$-1.. L-1 D— Apnl29.2002 Masonite International Corporation 0. Wr—.: mowam o maow aomo.cmem males soccaa:ao«s. orsq« a.q vonrc, Detail s.Antc, ,ccl,ogc «anon mm. XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114, es120. 122 152 Series le9 Series 300 Seri Series APPROVED SIDELITE STYLES: a a 129 Series 200 Series 12R, 12L, 231L 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 2eR. 24L Series CERTIFIED TEST REPORTS: CTtA-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). IState of Florida, Professional Engineer Kurt Ballhazor, P.E. — License Number 56533 O ak-,raff AR k EK'" r..r.,... , .A FMf."1. Or•. a April29.2002 Masonite International Cotporation ow Cw—jav pOpsm or p00ud .npO+MKm man soc6fawens. etsv arre p000C1 sCUA S.Mtr 10 Ch^t wOMnr M -ce COP-WL-MA0144-02 Glazed Inswing Unit APPROVED ARRANGEMENT: sL1A Single Door with 2 Sidelites Maximum unil size . 97 x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. 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". 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 ]-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: 00 00 H 00 00 00 101 00 100 series 133.135 Series C 6 series 822 Series 1/2 GLASS: 0 00 UD ° a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 ML. 23 R/L. 2e RIL 107 Series' 108 Series 304 Series Series' Thus glass kit may also be used in the following door style: Eyebrow 5•p3nel with scroll O ak raft AR 4 EK- r..l.....1, l.._ PIUIkOLA\\ L'N'I kV UVnkl Nori••v.A F—,.0 fwr 2= a Ao,d29.2002 - Masonite International Corporation tM C"., WOW— o1 p00W .00.o.e1 M I. an SpMaiCA..S. angn WW WOdu d,W iublecl W [nkge -.InoJ MC.. r Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 404 Series 410 Series 109 Series 114. 120.122 152 Series 149 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-805*2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 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 IKurtBalthazor, P.E. — License Number 56533 Oak$;raff AR EK" e..I..:..I, I... VIUCKGLA1.l LNTXl'•VOOK] T... drs.D. rAfMa/V.. G..P1/-1A" OII..dn.. April29,2002 Masonite International Corporation Ow conwu p woerml w wowa inero.emea mdn seed "iwn. tesgn and orooW dew sllhm so awge wW*'A -owe. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: 1 k 0 a Double Door with 2 Sidelites Maximum unit size • 12'0- x 6'8- Design Pressure 52.0/-52.0 Limited water unless special blrestlold 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 budding design and geograpW location Is determhted by ASCE 7-national, slate 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 00 00 an 00 00 as 100 series 133. 135 Series 136 Series 822 Series 112 GLASS: 0 ° an an 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RA- 23 RA- 24 Rk 107 Series108 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'r E.,, ,,.•, e ,.• n r110L' Kt:LASS t:NTKY,DO0KS q T..v r4..—E...,r 0— April 29. 2002 Masonite International Cozporation W comK' m orowam of vw000cr mpo-vrwm ma4s soecd[Agns. des a. ano woWcloeo/ S.D^. 1. cnwgc.•DWI A .. , Glazed Inswing Unit FIBERGLASS 0~Nr 0. m mw'm`~m~"m~^^p m~.~r~"m^~ APPROVED DOOR STYLES: 3/4GLASS: FULL GLASS: wv | / x4.o /o .m les APPROVED 0DELD[ESTYLES: mo"ies oma^es 12R. 12 3P, 23L moties /oxwes /mm*es xmSenes ^x0./oSeries smSe^. CERTIFIED TEST REPORTS: CTLA' 805VV2 Certifying Engineer and License Number: Ramesh Patel, PE/2O224 Unit Tested inAccordance with Miami -Dade BCOUPA202. 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 inarigid plastic |ip|i ourmund Frame constructed o( wood with anextruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH 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). aNds = * * State ofFlorida, Professional Engineer KorlBo|thozo[PE—License Number 58533 Apra mm ow~prad~wovancm " ts smd"%. ftsir=w0dw XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. ems, ` .,: g : .•:i 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 size • Or x 8.0- Design Pressure 40.0/-40.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographk 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-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: Om oa oa 822 Series 1/2 GLASS: 0 UO e0e Series 108 Series O ak raff4f AR EK" I:61WIR LAli LN'1'KV UUUN.I Na..T.•aw.OrMa+w r•••+I • /)f•/n/yn/• • V; 4.Iw,o i Apr+29•2W2 Masonite International Cprporation dw coffl .ev moitf m Of wows inp.o+Nnerm noses specekaon. oesvn um ONO" 4MA suoacl 10 enage W~ mace. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 a10 series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W 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 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE 8CCO 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). EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft 1•Itl1:M(:l.\.1 1:1\'1 "1 'l)11.lN.\ rtr..f..vN re+N"r" 0.... Aprn29.2002 Masonite International CorporationWoo^inln ( Woo_ orwwuq mero.emMl "Wts $0CWC i M. Ot$O aM Wo&,O dMd U0WO ro cnsge WAMA Mte XO or OX ' t I Glazed Inswing Unit r 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: O Sfecs:;i 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 Madmum unit size « 6'0- x 8'0- Design Pressure 40.0/-40.0 United water unless special threstrold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location is determined by ASCE 7•nationat, stateor local building codes specifythe 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-WL-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: an as 00 an Series 1/2 GLASS: xtyr n 00 404 Series t08 series 0 Oak raft AR EK'« r•rr.r:..rr ..e- rnn «r. r.,... r:v r«.•'nrnrw sa- E-0— LL M PREM n• (,11.1- April 29. 2002 Masonile International Orp Oralion ow Cer««rwq program 01 prodv0 /«poR««m mAos $=d[AMS. dew am pddvn Wn SW^,. CW"w41Ww mlxC XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: J 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W 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 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 ARTEK" e.11., .al, I.o.. I1I0LXGLA[1 LNT.' "00-' Ns.i.....al rd"e..vr 0— /X)LI/Mn/ JI" • Aprd29.2002 Masonite International Corporation ow c Nkw o Ormam O, aom,o mOro.ewm make+ "Kd"*fts. eevon am O.odw Oro+wMn m ~ge -a note. COP-WL-MA0149.02 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: PO i iF?fx. o^ II O Single Door with 2 Sidelites Maldmum unit size • 9'0' If 8'0' Design Pressure 40.0/-40.0 Limited water unlessspecial threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". 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-nationai, 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: 1/2 GLASS: 0 as 404 Series as as 822 Series a 108 Series Oak,aa,f,n AR EK r..t.... •'r' •_ 1I1JL'" ULAT1 Le(1M1UI)()"q a4.•ite Aprd29.200 o.1 International n dm eom~v ploela. as poo.0 n.o o rmctu -Aes seemd"am. WW AM 0l021At 46 d $U*0 to enittee-.tUdUl Mite. oxo Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: iaye 9,ri ( f 810 series 300 series APPROVED SIDELITE STYLES: 450 Series 852 series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W 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 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-OAOE 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). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 O aka, AR EK" YIULIKOLASS L'Mrxv DUoMs rWwT..rndrbrrYa e.v... AVA29,2002 Masonile International Corporation Om COmMNi1p proepim 01 p1odW i0010+emtm mien specdW idM, Otsgo m0 OroOun OtUd Su01K110 0WIee .'MOM n0ke. OXXO l t t t Glazed Inswing Unit r 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: F 0 0 Double Door with 2 Sidelites Maximum unit size .12'0' x ST Design Pressure 40.0/-40.0 Umiled water unless special tfueshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requ'uemeras for a specific building design and geograp* location Is dete"ned by ASCE 7-national• size of 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-MA0005-0. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: am ao as 822 Series n EJ 00 404 Series 108 series 0 O ak raft M•..n.l• e .. AR 4 EK" r.rl•1:..,,1.•a r••n ••<.1 1•IULIXCLA\1 Lwrmv p[)C,, ILU., 0=n/1-,1, n e n Ow. u,s O•••, Apra 29,2002 Masonite International Cqrporation chit com».,rnomooramof mo" mme,•MWa m k" sm4kMVOs. design and Drodw o" suorm to C"e W4r*A Om[e. OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 1F• 810 Sena 300 Series APPROVED SIDELITE STYLES: V a 450 Series 852 Series 810 Series 300 series CERTIFIED TEST REPORTS: CTLA-805W 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 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 AA202 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). MOV IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raft AFGkEW I1111 L•N(:L.\l\ I:r F.V n.l()rS w.u•..m fa,..pr I—D_ Apra 29. 2002 0, CMnCW/.d OrOdram W p.00uD .'.sO.O.emem males smdict ona. OCSir and p100W Masonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT. FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" is 6'8". Double Door ftdmum unit size • 6'0' 116'8' 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 aspecific building design and geographic location Is determined by ASCE 7-national, slate or building codes specify the editionrequired. 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: 00 00 0a oa as VDU na 100 series 133. 135 Series IN Series $22 Series 1/2 GLASS: an oa na as as as 105 Series 106. 160 Series' 129 series12 fbl, 231VL. 24 HIL 107 Series' 108 Series 304 Series Series' This glass kit may also be used in 0e following door style: Eyebrow 5-panel with scroll 0akcraff AR 4 EK" M'...•.I.r..w IINI! N I:LA..\ l`IY1'N 1' U. )N fb.L•v.d fe.rN l.v10aw. Aprd29, 2002 Masonite International Corporation Ow CoMmu+q W-3M of wodla++nolo+emem Iwtts soecdcaons. dtSgn and pddun deW UOKC1 to C U." wdfold M<t XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 130 ,. 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, RE120224 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akpr AR k EK'+ r..."....... I11Jt!"/;LA%S L're'1'"1' 000-1 nlv.ri..ewerr.p"rw, Daon Apia 29.2002 Masonite International Corporation Ou eon,,n,oV poorar. or w000a :nwwvemn enenukesspee'aenoro. aew ine moe"a eeue worea tocZm a .arwa noece xx Glazed Outswing Unit APPROVED ARRANGEMENT- h 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Double Door Masimum unit size . 6'0' x 8'0- Design Pressure 47.0/-47.0 United 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 aspecific building design and geographklocation is determined by ASCE 7-rational. state of Iota 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-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-0. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 0" as 404 series 0333 0o as an series 108 Series 0 Oakcraff AR EK'" e.11.....1 I.en W ....A-• T <A 11Iet:MClA15 nNT.v 000.3 T••.<.l la..p.r E+10..^ Apt 29.2002 Masonite international CorporationOwCOnWQD10913Ma010" <n010.tmem MACS WeCd(J Oft. dey.en tnd gedeel Ud %.t".1 W Ch.V,...W n014e 4 3 i s .rIAIEAuIE etas ra(arovla WpE ooRAL 4(24 GA. STEEL SKIN) "°c°cn REV. N rot1ONAL sse Doss OR A 1 t//e' ACM1UC u1[ms) AMUANLS¢ sEGi1ON e 13 C OICI I OAR " • OILS orI A `COIGNE RAfiSOE 125[D IOEX I09110N N MAX 00CR WOW - le'Q P( SME RfvATkvS 00A 1. 1 J LAG SCEOR OM 19 COirm 1 OA w tI001t5 Li ro To• NCI COINSST a i) SOCTgN6 S/IaMI. ) CM%FROnROVE PTSI u.v. KgpR ROOM®. LIG SCE11'9 IW' BE OONeERAMf DOORS aaR Y-0 NW oDN sw OF Sf]cTfOeNsskim OOAIUIC a QIlISOE 521SATS (Q. ZY RmINdD) 10NLO+OE A FUM 4CNLN0 ACE IOW2xim JOAM 00 NOT TRANSFER LAAO. y e e 1 2' DWDI I ACM LAC S1PIENAL ID srnL,r TfYGiL.UEUI IIDIDm W151oE SECTION 2 ECN NO. REVISIONS I DESCRIPTION OTY (1) WAS (2) FOR TRACK BOLT NlDwzaNrAL S DoeR oeLn W. BO74 . aNTrn>. 5YTE( TD 5r 1] G O.W. Sim RAG LNACEf. 3) 5% IAe RNl5ro pOGDGO LACSCREWS. LISTED E: DOME tRA« 3aeaeasCOM(aaffieIDalLOWAWAAAMEASAMOPTIONroAV. Sim TRAM NK IRAC( TNOOLESS: low am LOCK POSTTM o Q ,tP.:-1/I-.12 G fALV. Sim ,RACK BWAaLT. T'iOM IDClowQ (4) MACK BRApR7S FEW SEE ry gA UW TOP evoo REPORT#9606C « "` r . 20 a U- AJM COME IDACt U-64tS N A 2-4-2-1 (Ped1 PATTERN (LL TWO U-SARS ON BORRAN SF) CTIo1L ONE UBARS ON NEXT SEcnoK CM) / e' 9W META. SCREWS 24 YELLOW PLIE 25 a MR, Sim UTE RELOEIt FeJ/ a• PAN WAD SCREW 1aRACWM 'JFrASTC W T LWO 9C00 Sm OIMUmWONC-ad IUL Rio SCREWS PER UBO 0 .4 AQGRS ON I1 (C-i0 PER TRACT SC EN G AND ASED-ONOn PRNFA, HDCO CI :. CALEK f1LOJ PSI 1e4 OONICRTE) OR AND A BARON POLYESTER 1/•'. ET SCEWS ON 12- 1/2• CENLER3 (2.000 C @:==. la G fNl NMOY4 . f NItR1/T11.11 MNWY STOP MmRAaw LTr cow NAAJDt (>D am 20 G L GW. Sim END Sr" 20 CA OALV. am POFA. STILL B T/la- In. imlKo. TOP COAT APPLIED s ro sm. 5100 a SimSKN. TOP COAT APPLIEDsrosm. 5100 a SimSKN. 12 G CAW. Sim TOP ORACLE BATEAcH ONIIO ONE SUP OOOOCleCA. CALV. STEEL CEDER NNCE y19jj- 'Aggf6. - oDMI. III9UfeDEEL RACK / rAsiEEA(ONE PE( ROUflt) F ro INfFA. srRE$ r .) J $rm p1 ( a GILV asiQfwAAcm BR/CJRTATTACImW/(•) NI1F. SRL EACH SIDE Q IAR D) TO RPRU AIL 12 SSE TRAC(F B RACQISro `As iCf110 Sfef9 EAC1114d IKiA. SCREWS. TRACK RAC kQT L2TA. $CEK F/O ad/O. S14ETORALARAMEDroEAC/ G /I.d/g MOURY6 51NFAE NRe20TA. AMISS 00 NOT WtrM ONE 1/.•d/e• eOLt a Art (.) l a J a SFli rA PNG SUiL11s RA DO MICE SNP LAP JOY(Ts. TRANSFER LOAD. OR TWO 1/.• M RM1E75. oursDE KEYED 1 MNOIL EA Gcsrm END END r MA. SLLORT•SIOI. 10 BALL STEEL ROLLER. 5T NECE FACTS1ANALellOeIIMKWESTFNIEPEFASTENED ro bO Ft1[R SRL 4 PItEPAPATIONis JAIfKRreTN]S SELIION O-G RCBOA PE /4ea95 SIZE? /( 1•d/ O' TIE/4-J/ 4- 04s" NN1RAL NORM CAAMM PE 123932 3' TALL U- w4) SELF n1TSCE It M LOCK I)CI 6aR 20 a crLv. srtnFOC rm srtaF3NCINK wImSCREWS. a .o 1 n v, uvmL TRACC N DESIGN LOADS: +24.0 PSF & -24.5 PSF St. STRUCTURAL UM90(M ouTsoE EACH soE rIc EEswNasaL'm PPOFCSS04AL OF TEST LOADS: +36.0 PSF h -37.0 PSF L 3 rNl . 20 CA CALv. Sfm u-6N5 E® 3 ALA. 2-1 PATIEW E TWO U-fl.As SIRE lArLAOnSIDE BOLT L LAC( FANCACES or DOOR IKOOOD ( T1R THE 9 d1f OR SEOIC(INE AID N ACfdEPLQ WRM CAUENf OULOM CODES FOR THE LENS LISTED CI OmyUeKL OOAnIo AAr 510m N Wla tNs tNA1N1G N . d60t SFX W.'aui PART NO.: - 1-2/8' ON T WTTOM SE1Cf10N, ONi u-64L ON NEe FTC . EILT1 U aA ARACIED NTN 1 a' J a' SEli rAFM C SC RWS IIRo OE)MAL TRAM ONE LACK ON N011S: YV.Kmrin GOI,GI2 IAYAA SlatWO Otl.. r.W TOLERANCES 312 Md SL SUie IlDO IDEAL r-- 452 ppR - EJp1 sm 00. A 3_ . Id 11a 1-SIS-331-48M OF ° a.1d.• e.r a a.d...L ra ap r, 0 - 1.03 amss vl L us F.KL 1-513_M 3519 SE]CTM A - A (SM Mn fffSQ,Fe1,,""FA., A. OAIv. s m eor104 eOACET. WIM (2) 114d/ e' SKEET AETAL SCEWS. /,/A>m L. e..w va. n.Wr..q tiAR F o.Na2 "°• °e" iOL" .r 00 - t •015 000 .• t.005 OOW - t.00i DESCRIPTION: MODEL 6R5T w4 t 6-0 K 8-0: 24/-24.5 DESIGN LOAD DRAWN E(Y: 6MM DATE: 4/18/00 SCALE: NTS DWG- D Ol. m..nen. rep - t.00111T CHECKED BY: Mww DATE: 4/te/Oo SHEET ) OF 1 SIZE f,NoWEno p. R - Pfe1 OTNENDoms ARE N rXM, DWG. NO.: 102138 REV. NO. 1 4 3 2 AAMU 1 a;7 11.1,1t a D.W. A 1+ 1 MODEL• 6RST (25 GA STEEL SKINT 4RST (24 GA. STEEL SKINTMODEL: LISTEDOPTOALNowCLASSOR1 8' ACRYLIC UTES AVAILABLE EE SECTION B-B) I) INTERMEDIATE $nLE ATTACHED W IOC-L-LOG (TOP k BO 20 CA MIN. ENO STILES ATTACHEDi0 DOOR AND URETNANt ADHESIVE (ALONG SKIN WITH PATENTED TOG-L-LOG SYSTEM r• •- A P, BOTTOM Cc CENTER). REPORT# 9606C I25GA. MIN. GALV. LOCK POSITION BOTH ) STEEL SKIN COATED WITH A BAKED -ON PRIMER, TWO POINT LOCKING A BAKED -ON POLYESTER TOP TOPCOAT APPLIED TO BOTH SIDES OF STEEL SKIN. ONE 3" TALL x 20 GA. U-BAR (50 KSI) PER DOOR SECTION. END SURE BOLT I STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE M ppFF TS _. OPTIONAL OLIISIOE KEYED LOCK POSITION LOCK ON EACH SIDE OF ODOR MAX. ODOR WIDTH 9'0' O 14x5/8' SHEET METAL SCREWS NOTE 1. DOORS UP TO 7--0- HIGH 1NSIOE SIDE BOLT LOCK OPTION CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). O O 1/ 4"x314' SELF T. SCREWS. 14 GA END HINGES 1B CA INTERMEDIATE HINGE VIEW ' 13• VIEW "C" 2x6 YELLOW PINE JAMB 12 CA. CALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'xl-5/8' LAG SCREW PER TRACK BRACKET. 2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8' BOLT h NUT OR TWO 1/4' DIA, RIVETS. M REVISIONS DATE: I I I A4 I 11/00 1 - I MWW I Ott (1) WAS (2) FOR TRACK BOLT I 2" THM 3' TALL U-BAR HORIZONTAL TRACK SUPPORT BY 20GA. GALV. STEEL DOOR INSTALLER (TO SUIT) D d 3, 1 T FLAG BRACKET. 13GA. GALV.STEM auulv. STEM 10P D TO EACHFASTENEDTOWOOD JAMB WITH A w 3) 5/16'xl-5/8' WOOD LAG SCREWS. 1 xs/et' s1 r IeML RM DOUBLE TRACK RACK CONFIGURATION M IS SIW LAP JOINTS. G3 AVAILABLE AS AN OPTION G CALVKKEs ETOs DO42' GALV. STEE TRACK,9E T Mw. TRACK THICKNESS:.060,a NME 4) 1 v/$F TupwOSCREWS.. 3' TM1 m GA. GALV . p TYP. 2-1/2"x12 GA. CALV. STEEL TRACK BRACKET. slm u-xeAn. ONE uU- 4) TRACK BRACKETS PER SLOE. SEC IO[IO! ATIED AOIPEAWITHTWO1/ SCREWSPERSTILE SELF IOCAIMN. Q. CIWR TOP BRACKET Li DOUBLE HORIZONTAL TRACKFROM FRAME WITH U.V. COATING ON OUTSIDE SURFACE DOUBLE TRACK am 13 u G V. SIFEL oTu. LOW HEADROOM OPTION 12' x3 LAG SCREWS ON 24 CENTERS. I' 0.0. MIN. /1 WS 1. nWASHER REODULED. LAG SCREWS MAY BE COUNTERSUNK SS8 C1A55 OR OPTIONAL 10 SCREW BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING AUAM WEAATHERSrRF.RUSION1/8' ACRYLIC LITE WINDOW LITE SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTON B-B STOP MOULDING BY DOOR INSTALLER (TO SUIT) r- 20 GA. MIN. GAIN. STEEL END STILE 20 GA. GALV. STEEL INTER. SECTION A -A (SIDE VIEW) VERTICAL JAMB ATTACHMENT (C-20 SIOCK OR 1 8x3/4- PAN HEAD SCREW 10SCREWSPERLIFE) END 2. SI MRL CONCRETE COLUMN : MOLDED INSIDE STILE 3 8 x4 SLEEVE ANCHORS ON 24 BITERS (BOTH lliE RETAINER INTE C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STS 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 ONTO VERTICAL TRACK. PSIMIN. CMCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON SLEEVEANCHORS. 1' O.D. MIN. WASHERS REOULRED EACH SIDE OF DOOR. WITHTAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REOIIIREO) TO PROVIDE A FLUSH OUTSIDE MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT HANDLE TRANSFERLOAD. OUTSIDE KEYED 18 CA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W 4) 144/ 8' SHEET METAL 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH W/(4 A(NNbb) 14x58' SHEET METAL SCREWS 4) I 4'x3/4' SELF TAPPING SCREWS PER ENO HINGE PREPARATION OF JAMBS fiY OTHERS. "2' 01A SHORT STEM. 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C-C NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SMALL BE THE RESPONDING O OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN LISTED MARK WESTERFIEID PE TMTSDUfWIEMBUILDINGCODESFORTHELOADSLISTEDONFLORIDAP.E./48495 / nL NORTH CAROLI4A P.E. 123832 l 4 K LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. HANDLE 1 ENO vv rI .i,Q1 STILE OUTSIDE KEYED LOCK INSIDE HANDLE LOCK BAR LOCKING OUTSIDE KEYED LOCK DESIGN LOADS: +25.0 P.S.F. h -32.0 P.S.F. SNAP LATCH LOCK OPTK7N TEST LOADS: +37.5 P.S.F. 6: -48.0 P.S.F. PART NO.: - Udxxx St" Cl—f. . SIT 11" SL SO. two mw as dcu,c` amTOLERANCES or. Cinavw0 ON 45202 n m+e1..a n..b ati ..y eo1 Td Ilu 1-,3-I01-M 0 • 1.03 Qx 0=Omm rL TO Nx 1-513-MMI-,519 n"+ ro P ,.+. ram°+ b .00 =•015 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD a rb.nn b .000 ! .005 ar.. eva 0000 . t.001 DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG.R 069— t1/7 CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF I SiZE L Ttrird ."T. _ UNxa SWIM 011-1 a Prukc6onOwNsIo16AnINsoles. DWG. NO.: 102137 REV. NO. I oKAa, j%A& iLvu.l d'1 d 7 D-ijvulv.,L7 vj V. 191 A