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HomeMy WebLinkAbout114 Friesian Way 03-1360 New SFHPERMIT ADDRESS \ \ A C CONTRACTOR D R Horton ADDRESS 6250 Hazeltine Nat'l Dr 910.2 Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR V j P t MISCELLANEOUS CONTRACTOR PERMIT NUMBER . FEE ' MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # (1) ?:!) - I I C PERMIT DESCRIPTION PERMIT VALUATION C\ SQUARE FOOTAGE — DATE a) - r\ - tj tj Ln 0 tj CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 114 FRIESIAN WAY for which permit 03-00001360 has heretofore been issued on 3/26/03 has been completed according to plans and specifications filed in the office of the Buildi Official prior to the 'ssuance of said building permit, to wit as S ao complies with all the building, plumbing, electrica , zonirg and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: 11 Finaled ZONING: Inspected UTILITIES: Water Lines In l Meter Set Reclaimed Water ENGINEERING: FIRE: Inspected Sewer Lines In Sewer Tap Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name c; Street Signs ti"'Mr^ Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 0.1-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE PRRG PAM DATE APPROVAL DATE AMOUNT 4/03/03 3/26/03 5/05/03 4/03/03 3/26/03 3/26/03 3/26/03 3/26/03 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 CERTIFICATE OF OCCUPANCY / COMPLETION PAGE: 2 This is to certify that the building located at 114 FRIESIAN WAY which permit 03-00001360 has heretofore been issued has been completed according to plans and specifications office of the Building Official prior to the issuance of permit, to wit as complies building, plumbing, electrical, zoning and subdivision ordinances of the City of Sanford and with the provisi regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes 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 3/26/03 3/26/03 3/26/03 3/26/03 3/26/03 3/26/03 3/26/03 91.93 13.92 847.00 13.93 1384.00 650.00 1700.00 for on 3/26/03 filed in the said building with all the regulations ons of these No OWNER BUILDING OFFICIAL / DATE REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE '13 -G 3 PERMIT # d3 — `IC) ADDRESS 0 S SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Public Works Utilities 0 k D, >w Lie7 61,1103 Conditions: (to be completed only If approval is conditional) k)oT 01(010---) Fema Rec'd D. 5WU-- =-F Cert. of Elev. Rec'd Bldg. Inspector Apprvd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE""** DATE PERMIT # 3( ADDRESS •i SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax:, (407) 321-3579 The BuildingDivision has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. ror a conditional agreement to be attached to the C.O., Thank you for your cooperation. Engineering Fema Rec'd Public Works StM(M 5 Cert. of Elev. Rec'd Utilities Bldg. Inspector Apprvd Conditions: ( to be completed only if approval is conditional) REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE ko - 1°t-O PERMIT # d-:L-) _ t C) ADDRESS 0A SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Public Works Utilities p --- Conditions: (to be completed only if approval is conditional) Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION 'CERTIFICATE O.M.B. No. 3067-0077 Expires July 31, 2002 Read the instructions on uaaes 1. 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 114 FRIESAN WAY CITY STATE ZIP CODE SANFORD FL 32711 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 9, BAKERS CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Nan -residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.#####I NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 62. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL 85. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 0045 E 4/17195 4/17/95 X NIA 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 69. FIS Profile FIRM ® Community Determined 0 Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Banter Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, ARIAO Complete Items C3: a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. y 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) 44. 5 ft.(m) GO o b) Top of next higher floor 53.3 ft.(m) GO o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o d) Attached garage (top of slab) 44. 0 ft.(m) 00 1 o e) Lowest elevation of machinery and/or equipment w @ servicing the building (Describe in a Comments area) 43.1 ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 42.1 ft.(m) z' m o g) Highest adjacent (finished) grade (HAG) 43, 1 ft.(m) 0 o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 oil Total area of all permanent openings (flood vents) In C3.1 10 sq. In. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law'to certify elevation information. I certify that the information in Sections A, B, and C on this 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 SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320E. SOUTSTEq,AEAAO ORLANDO FL 32801 SIGNATURE I i h V DATE TELEPHONE V 6/20103 (407) 426-7979 FEMA Form 81- 31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these the corresponding information from Section A. For Insurance Company Use: Policy Number 114 FRIESAN WAY CITY STATE ZIP CODE Company NAIL Number SANFORD FL 32711 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/oompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HERE ON ARE BASED ON SEMINOLE COUNTY DATUM; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the 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 for Zone A (without a FEMAassued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the communitys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE ISSUED COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 9, BAKERS CROSSING PHASE 1, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF 'THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 12 LOT 13 25.00' , S89.34'30"E 50 LOT 11 69 FND 5/8"IRON ROD AND CAP I 8 LB #4671 (06/19/03) 1-----------_S DRAINgG • Os A TRACT "D" EASEMENT LOT 9-'---___- a3 I a\ I a 9.0' A7 N Ow m .. I 1 22.0' — 40.0 13.0' 1" = 30' GRAPHIC SCALE I I 0 15 30 Q O w i a I TWO STORY CONCRETE BLOCK IZ I y w O U0 N w I WOOD FRAME n'= I w In N w I RESIDENCE N FINISH FLOOR D" I Q DO a ELEVATION=44.49 0 o i z N N LOT 10 O o f 114 FREISAN WAY 0 z I 0 i COVERED I V J 1 ENTRANCE 1I 5.2 > r 22.0' 13.0' a' O1 ^'• 17.7' 13.0 I 2 1 CbNCi2EE,'• I s I OR1v6.14AY I R/ NTFR<i ' V 6% ,• T4. S . y,. G7y7\ IAYYY' rI1..: 4 0 A\ a V Ac SD. qCT q111opFF Ri of Y yti qy s7a' \; 12' OC CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. STEWART E. SAMUELS AND LYNN L. SAMUELS 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 06-19-03, 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 X, AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 9 AS BEING S 00'25'30" W PER PLAT. FIELD DATE:) 06-19-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRIA - INAL 06-19-03/CC ASM32923 ORMBOARD 04-08-03/CC JOB N0. LOT PLAN 03-07-03 CK DRAWN 8Y: LOT PLAN 2-20-03 JML NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6. SEC. 6-7(A). Q FND NAIL AND DISC LB #4671 (06/19/03) FND 1/2" IRON ROD AND CAP LB #6393 (06/19/03) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 3280fi- (407) 426-7979 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE J EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB . C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA FOR THE 0 FIRM DAVID M. DeFILIPPO PSfAr5038 DATE CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: 0 3— 13 -, 1 Date: '-J I I I o 3 The undersigned hereby applies for a permit to install the following plumbing Owner's Name: I , I?-. ' A A- "IN Address of Job: 1 C- k e-, ADVANTAGE PLUMBING, INC. Plumbing Contractor: p 0 BOX 6;2AAP7 ADVANTAGE , .. _ OVIEDO, FLORIDA 32762-0027 P.O. BOX INr'' INC. 40 VIEDOO, FLORIDA 3 fi2Residential: tZlto i2l ntial: ( 407) 366 39g4 0027 Number Amount Addition, Alteration, Repair (Residential & Non -Residential) New Residential: One Water Closet S Additional Water Closet Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: 10.00 TOTAL DUE: JO By Signing this application I am stating that I am in compliance with City of S ford Plumbing C e. Applicant's Signature 's fie— t. C r -c 05--)0p)9 State License Number r- - - - -- _- - - - r.- -....e _ J9, . ---- I 4TV'}'1 '.i { 1 n V CrrY OF SANFOkD PkR'Mrr APPLICATION Permit # : Date: 3 Job Address: -tIy Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI.- Electrical: New Service — # of A PS Addition/Alteration Change of Service Temporary 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: # of Water losets 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 o,thier tban X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: RYe z A 1r' QQ Phone: Contractor Name &Address:h' 1 Ui R274A State Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Contact 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 of the foregoing information is accurate and that all work will be a in compliance withal]°applicable iaws ret,,uJAting construction and zoning. WARNING TO OWNER YOUR FAILURE'TO RECORD A NOTICE OF CO NCEMENT MAY'RESULT lit YOT,n {'AYTNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, NS . P1 WITH YOUR LENDER OR. !jN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there maybe additional restricti s applicable sprop that may ound i"ri the public records of this county, and there may be additional permits required from other govemmental en i es such as w manage ent distric , stat agencies, or, federal agencies. Acceptance of permit is verification that I will notify the owner of the property o/the requireryAs of Florii/Lien I,z% FS 713. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Flonda Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: I ilia & Date) nccia! Conditions: Si re of Contractor/Agent `' Gate bedlo kussc-. Print Contractor Agent's Name car„ V5 tureofNo_rv-State of Flor da Contractor/Age-: a _ Personail_v Known to Me or Produces :D initial & Date) FD: Initial & Date) (hHtial & Dat; mom.. _ I.IRINUA L. TURNER EXPIRES: J; nc 14, 2003 Bonded Thai Nda.r; Public Undervaitm CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number. ( - 60 Date: ' Z— 0 3 The undersigned hereby applies for a permit to install the following electrical: Owner's Name: IVAddressofJob: Electrical Contractor. Residential: Non -Residential: Number Amount Addition, Alteration, Repair (Residential & Non -Residential New Residential: AMP Services New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building I Other. Description of Work: I C Application Fee: S10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of ord Electrical Code Applicant's Signature State License Number r. v.1\ l."i\11\ U . ......... . PCRMIT No 12) 0 (:) This permit shall nu(Irorite work to be done in the City of Sin(ord (lased on the opproved construction plans and (lie infoniia(ion provided below: RiU(rt•o( Way Utilization .................. 0rivcwa dy...............,Applicant Name 1 hfL_.C(firm: A \ 1 , `1 Address: YLn fyn4 I (Gl) _ ('Bone: 451lol(1)a1l--- —( Project Loco(ion or Address: L, 0) Titic oI Approved I)ovclopnnunt Plans Approval Date: Schedule of Work: (:rom To ('nurpr.ncy ncpairs...... Proposed Activity: Driveway Installation ....... Aerial Utilities ....... CD Underground Utilities ....... Oore and Jack ....... Open Cutting of Roadway ....... Sidewalk Instal(ation.......0 Otircr....... 0 Specific Description: 4 4 4 4 4 , , , ... . . . . . . .... . . . . . . . ERcava( ion information: Total Lcng((t(FTC Number of Open Roadway Cuts Aerial Information: Length_ (FTC Humber of Pales (Existing) Newj It is undcrs(ood and agreed U(a( the rights and privileges herein set out are granted only to the eaten( of (Ire Ci(y ofSanford's jurisdiction and the riglit, tile, or interest in the land to he entecod and'used by the permittee, i hepermil( cc shall at all times assure all risks of and Indemnity, defend, save harmless the City of Sanford from Qnd against all,loss, cost, damage, or expense arising in any manner on account of the permit request by said permi((cc of (hc (oresaid rights and privileges. In ( lie even( of any future construction of roadways, utilities, stormwater f8cM00s,or any general main(enmcc activities by lire City becomes in conflict with the above permitted activity, the permiltee shall removo ondlor relocateasnecessaryatnocos( (a the City of Sanford, insofar as such facilities arc within the public righ(-of- way. 4 CALL THC f UOLIC W S DC -PT. AT 330•SG81 TO SC(1COULC A PRC•('OUR 1NSf'CCT(0'-,; APPLICANT SIGNATURE. Onl (. 1 . ncvicwcd: Public Works Date Utilities. _ _ Oalc C) GC) llllllf"1"A"11"AI A""ILIA"A"YI A AR"1"AAhII AI"I11®"_—' NARYANNE HORSE, CLERK OF, CIRCUIT COURT SENINOLE COUNTY BK 04758 PG 0524 THIS INSTRUMENT PREPARED BY: CLERK'S # `003050779RECORDED03/M/23 0%4368 AN D.R. Hortonn,, Inc. Patricia L. RECORDING FEES 6.00Inc. 6250 Hazeltine National Drive, Ste.: 102 RECORDED BY N Nolden Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 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 accordancewithChapter713, Florida Statutes, the following information is provided in the Notice of Commencement. Descri tion of pro pperty: Lot(s 10, 11, 12, 13 & 14 Bakers Crossing Phase 1 Plat Book 60, Page(s) 27- 29, Public Records ofSemeCounty, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 i Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Ex 'ration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inc. 0 by: o ert . awso s,stant SecretaryCorporateSea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this J day of ,2003 byy Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on e a o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL NOTARYSEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. ULY 26,2006 Notary Seal CERTIFIED COPY t ' mARYANNE MORSf- CLERK OF CIRCUIT COURT SEMINOLE COUNTY. FLORID)' t pErur c E c COUNTY OF SEMIHOL[ IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75396 BUILDING PERMIT NUMBER: (CITY) COUNTY NUMBER: UNIT ADDRESS: F TRAFFIC ZONE: JURlSD1CTION: SECo TWP: RN8: PARCEL: SUBDIVISION: _1 l'`k TRACT: PLAT BOOKs PLAT BOOK PAGE: T OWNEk NAM[: ADDRESS: } /\L/ '_ /__ / /~ _/_i/__~/- _~/l _________ APPLICANT NAMEo __'... .... .... ADDRESS: I (.'Illilf) USE CATEGORTx 001 - Single Family Detached House TYPE USE: Reoidential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS -------------__---_----------_-_----__-_-_---_---------_--_--------_---_- ARTERIALS [O-WIDE O , dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1' $ 54.00 SCHOOLS CQ-WIDE O dwl unit $1,384.00 1 $ 1,384.0O AMOUNT 285.00 STATEMENT RECEIVED BY: _ SIGNATURE: P|-EASE PRINT NAME) DATE: ......... .... NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENCURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **1* . DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT,, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL. (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FIL`NG A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REOUIREMENTS OF THE COUNTY LAHD DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 [AST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: TY OF SANFORD BUILDING DEPARTMENT 3OO NURTH PARK AVENUE SANFORD. FL 32771 PAY ENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFEREHCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP L FT OF lHE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FA IlDING PERMIT**** l~*' ********** CITY ANFORD PERMIT APPLICATION Date. Permit No.: JobAddress: Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work F Additional Information for Electrical & Plumbing Permits Electrical:— Addition/Alteration _Change of Service Temporary Pole New AMP Service ( of AMPS ) Plumbing/ Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/ Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines a- , a' .vd Occupancy Type: Residential _Commercial _ Industrial Total Sq Ftg: Value of Work: S" Type of Construction: In 9- Flood Zone: Number of Stories: Number of Dwelling Wts: .1 Parcel No.: Aunch Proof of Ownership & Urgal Description) Owner/ Address/Phone: LC9- Contractor/ Address/Phone: `nic,A ADD e::, l n\-S q l0 i Gj J 102, N j' F i- State License Number: CE(— Contact Person: (F1TC Go U t Phone & Fax Number.'q -g a -+ZZ8, Title Holder (If other than Owner): N Address: Bonding Company: Address: Lm0, Mortgage Lender: t1 Address: Architect/ Engineer A • ). I ' I C40 C BLc Jq Phone No.: Address: ' 01 SR 34 S, . 1 t5 1 i A t . FI 32a 1 Fax No.: Application is hereby made to obtain a permit to do the work and, installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR ZIPROVEMENTS 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 arch as water management districts, state agencies, or federal agencies. of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Ager Date of Contractor/Agent Date c Print Own r Agent's Nam (4nC c or/Agent's ' tune/ Signa ' e of N P Date trre f Notary-State of"Florida Date NOTARY PUBLIC ATE OF FLORIDA OFFICIAL NOTARY 5FAL COMMISSION NO. DD134330 PATRICIA COULTON MY COMMISSION EXP. ULY 26,2006 NOTARY PUBLIC STATE OF F1 ORIDA COMMISSION NO, DD134330 MY COMMISSION JCP. ULY 26,2006 Owner/ Agent is /personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: PS1 Datc: Special Conditions: 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 tUr Ut1C . SERVICE ADDRESS 1—i rz>>s aN I ' c MAILING ADDRESS TURN ON DATE rLp Q - I 0 P' '. SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE COMMERCIAL HOME# OWNER OF PROPERTY LJ-r i 10Y- Tpi'1C- 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 WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY I UNDERSTAND THAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE SIGNED; ,cc DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ APPLICATION FEE $ _ OTHER FEES $ TOTAL CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE Limited Power Of Attorney I hearby name and appoint: Craig Coulton and % GL"'r! ` each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act foroQ,Zr me and ply The Buildina Dept, of: l I -tu o vr For a residential permit for work to be performed at: I&WA Lot # : Subdivision: akus rDss Address: i 1A4 Lz'n-I And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number z-Csl Signature of Contractor This foregoing ins umen was acknowledged before me this: Date: .' 0 2) By: Richard B. Ladd ( Contractor ) Who is personallyl knowh to me. State oFlorida County of Oran '. O> F1 — N' I L PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,2006 Notary" Public Signaf,f ,' Notary Sea CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT I. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: Foundation plan indicating footer sizes for all bearing walls. Provide side view details CDa. of these footers with reinforcement bar replacement. Interior wall and room Identification, b. Floor plan Indicating partitions room dimensions, door, window, and/or opening sizes, smoke detector, location( s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) c. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per CIty Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearing non - bearing inter and exterior. Show all components of wall section. c. Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. Stair details with tread and riser dimensions, stringer size, methods of g. attachment, placement of handrails and guardrails. h. Square footage table showing footagest Garages/ Carports _ S. F. Porch(s)/Entry(s) 3_ c S.F. Patio(s) Conditioned structure S•F• S. F. 3. Total ( Gross Area) Three ( 3) sets of completed Florida Energy Code Forms (Form 600-A-97) Cl 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, FI (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNEPUBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tie beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. 15. Building final Other DATE SIGNATURE By Owner or Author d Agcnt) P E=— ST .s. C O- TRQ t_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Cite/State/Zip_0_1LL 0, Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS OTIFICATION STICKER LOCATED: sm WCOV 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 City/State/Zip Phone & Email DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000, Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMIS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVEFLN THE RELATIONSHIP OF THE PARTIES. apex Representative Signature Date ustomer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained In literature provided by DowElanco. 1. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s), 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and a, 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 SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementforSIB .< {J ,:,.f er 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 warrants 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 underthearea(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. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagrnph, DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OFMERCHA-NI TA.BILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE, FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSbYARR4NT1, Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)it Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy orsensitivityconcerningodors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products.and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. i. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All componentsoftheSentricon *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. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relatlonship (note- Conventional "liquid barrier" method of termite control may not offer an effective. means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;.(5)retricve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structures) Identifled herein as of the date of the initial Installation. Prior to; (1)the Structure(s) being structurally modlfled, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any par of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENTMEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/ SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force and effect. CHANGE IN LAW. In the event of a change in applicable law as it pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement. DISCLAIMER/ CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (I)termite damage resulting from water leakage; (2)tcrmite 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 fol commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all th( provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. Thi proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the ofllces 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 (thirty-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 Proper 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 Identiilc Property for any purpose contemplated by this Agreement, including but not limited to re -Inspection, whether the inspection was requcstc by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date, After 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 407- 459-2847 407-858-0540 813-221-2847 800- 929-2847 888-764-2847 877-459-2847 l MIAMI0ADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 MIAIYII-DADE COUNTY, FLORIC METRO-DADE FLAGLER BUILDIa BUILDING CODE COMPLIANCE OFFIA MEXRO-DADE KAGI.R.R BUILDR 140 wrs'r rt. mnt srimL7T, SUrn: IG MIAMI, FI,OItIDA 33130.1 305) 375-2901 FAX (305) 375.25 oN'1 iw.,Colt t.tci•:Nslwc: st.CCli 305)375.2527 PAX(303)375•:.' WNTILU:I'olt l:\1°UI2C:1'.,11b:N't' DIVIU, 305) 375.2966 VAN (305) 375-: 11RODUCr CON•1'R0I, DI' T,& 303) 375-2902 FiNX (305) 372-6 Your application for Notice of Acceptance (NOA) of Etitergy 6-8 S-w/E Inswing Gtazed Double w/sidelites Residential Steil Door under Chapter 8 of the Code of,Vlialni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad d ,* County Building Code Compliance Office (BCCO) under 'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure I. product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend i use of such product or material inunediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of (lie South Flori Building Cc&. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Rita tcoariguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE R PRODUCT REVIEW CONINTITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Bu'lldi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. / APPROVED: 061051200i Francisco 1. Quintana, R.A. Director Miami -Dade Count' Building Code Compliance 01'1ic r-- if Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUG 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply-with.the South. Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for -the locations where the pressure requirements, as determined by SFBC Chaptcr 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-NV/E lusiving Glazed Double 12esidential Insulated Steel Doors Sideiites- 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 "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated Ol/l t/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 componcnts described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle 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 tlic area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hui6 w o;cction systcrr.. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILI)INC PERMIT.REQUIREINIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1,2 Duplicate copies of the approved drawings, is identit7ed in Section 2 of this Notice of Acceptance, clearly marled to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building On icial or the South Florida Building Co. SFBC) in order to properly evaluate the install• ion of this system. Mane l Pcrc2, P.E. Product Co ro Exan•: Product Control Division a • Premdor Entry stems ACCEPTANCE No.: 01-0314.25 APPROVED • JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acccptancc (approval) shall be considered after a renewal application has been fi aad 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 code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi,, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by th6 words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TIIIS ACCEPTANCE Manu Perez, P.E., Product Contr ram Produ 'ntrol Division r-. UP.-K-MA0100.02 FIBERGLASS DOORS Glazed Units 6'8" Height — I11swig t l X XO, OX, OXO 2•D" COP-WL-MA0141-02 02-0419.08 Application Filed) 52.0 NO 2'6" 2'8" 2'10" 3'0" 3T 2'8" + 1'0" Not Listed COP-WL-MA0143-02 Not Listed — 02-0419.08 Application Filed) 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 I NO i 1 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'0' + 2'8" + IT i'G" - 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 37 + 3'0" + 3'0" I 1 XX, OXXO 28"+28" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO I 2'8" + 2'8" 2'10" + 2'10" 3'G" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" + 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 struct .res). National, slate or local building codes specify the edition required. Masonite lWarna:ional structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PAK,' O ak aff X4 1: 111EXCL-A S e.11KI 000At N..T• Fb,&, rn"T Do I Zt 29. 2002 c0minm^ p pmdla,n DI PI X I0 I'll DID'.K'n10nt nVsts SDDbfi[HKnIS, design and p'oducl acnil sWgca 10 th3ric w10out nolim t• p"u•DIT t,em 1 I+ Ou TD• Masonite International Corporation r-- FMgemenh' FIBERGILASS DOORS 6'8" Height — Outswing TV 2'6" 02-0418.03 X 2'8" COP-WL-MA0161-02 Application Filed) 55.0 NO 2'l 0" TO". TV Not Listed Not Listed t , t tnal, Miarni-DaddBCCO DP Rating 2'8" + 1'0" i_ 2'8" + 17' r —213" + t'G" 02-0418,03 1'2" COP-WL-MA0163-02 Application Filed) 55.0 NO 3'0" + 17' 17 + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 1'2" 1'0" + 2,8" + 1'0" l'O" + TO" + 1'0" 02-0418.03 1'2" + 2'10" + 17 COP-WL-MA0164-02 Application Filed) 55.0 NO i1'2" + 3'0" + 1'2" 2'6 2'6" - 2.6" 1 i ( 2'8" + 2'8" + 2'8" 2` 1 G" + 2' 10" + 2' 1 G" i 3'0" + TO" + TO" 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 2'10" + 2'10" COP-IWL-MA0162-C2 Application Filed) 55.0 NO 3'0" + TO" XX, 0XX0 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0418.03 i 2'10" + 2'l0" + 2'10" + 2'10" COP-WL-MA0165-02 Application Filed) 55.0 NO 3'0" + 3'0" + TO" + 3'0" otes: 1. Occr arrangements using fewer panels than win! is shovan, in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masoni a international websile (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 d geographic location is determined by ASCF 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 OCCO protocol PA201. PA202 d PA203. O aaft AR M,. n. N fr.r uoo.4s En 0 : AD, 4 2!1. M2 Out t;,ebnu,,o orogiam of oww iMorWM)einl Makn spl01icA,ons. otsipn ano DmJ.cl dct, i ;u-i:C1 to eh]noe r,itwl nouce. t. dvu.dr Iro. Masonite international Corporation. IP Glared Units COPML-MA0100-02 =$ FIBERGLASS DOORS 8'0" Height — Inswing X t 27 COP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 1, , NO i 2'6" 2'8" 2'10" — 3'0" 3'6" Not listed 1 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" COP-WL-MA0148-02 a0 +10" 37+17' Not Listed — 02-0423.01 Application Filed) 40.0 NO i 210" Xv. Ox, CX0 jTo" 1'0" + 2'8" + 1'0" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO i 1'0" -- 1'2+ 2'8" + 17' 1 1'0" + 2'8" + 'IT 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'l0" s'0" + 3'0" XX, OXXO 2.8"+2:8" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO 2'6-' + 2'8" 2'10" + 210" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements usicg fewer panels titan what is shown in the above chart also comply under the product approvals shown. 2. Assembly detzi!:> are available from. the Masonite In!Ernationai website (www.masonite.com) or from the technical center, s. lcst2:131ion ins!rL!,Aio:,,s are availaNe from the 1,,.asonite international website (www.masonite.com) or from the technical center. Actu2: c sien pressure requirement for a spaci`ic cuild!ng design & geographic location is determined by ASCE 7 (Minimum design loads for buhdings and other structures). National, state or teal bu!loing codes specify the edition required. 5. Masonite International structural, cyclic, air, waver, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA2.01, PA202 & PAM. O akcraff MTEK" I:NTkY n()or.z New-i.e....Ji.p..rny L%" Dann A;'a 2), 2M2 r." ml:a9,t 7reyir., ct vwwn 'r.p.0'Vr'aem iu1M 1pr710-;' ort, mv, ]. I,,Y-1 f'!-.J:l .0 ;-:.npr rre M:.n D•a.r Deer. Masonite International Corporation Glazed Units COP-WL-MA0100 02 . FIBERGLASS DOORS 8'0" Height — Outswing X X0, OX, OXO 2'0" I 1 COP-WL-MA0166-02 r1' r 02-0423.03 Application Filed) I• I 47.0 1 I NO 2 6" 2'8" 2'10" 3'0" 3'6" 2'8" + 1'0" Not Listed COP-WL-MA0168-02 Not Listed 02-0423.03 Application Filed) 47.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17' 17 + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10"+2'10" 3'0" + 3'0" 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" 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. 0 O akc aff AR EK'' E.cluvrdy t.om FINCKC.I.ASS F I'KY GOONS l -T —1 FA-10uE—,0ew+ a/C,, rnuYE v l%c i.i. i//l/// 0 April 29.2002 m Oe. Masonite International Corporation Our eonlmuing program of product improvement makes Specdii ions. design and product detail suoiect 10 change without notice. w COP K-MA0100.02 FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing MIT,(I1 1:1 2 0" 2'6" X 2'8" COP-WL-MA0101-02 01-1031.01 76.0 NO 2'10" 3'0" Not Listed Not Listed3'6" aq 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 02-0109.10 2'10" + 1'2" COP-WL-MA0103-02 Application Filed) 55.0 NO 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 1'2" 17 + 2'8" + 1'0" 1'0" + 37 + 1'0" 02-0109.10 1'2" + 2'10" + 1'2" COP-WL-MA0104-02 Application Filed) 55.0 NO 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" 2'8" + 2'8" . 2'8" + 2'8" 02-0109.10 COP-WL-MA0102-02 Application Filed) 55.0 NO2'10" + 2'10" 37 + 37XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.10 COP-WL-MA0105-02 Application Filed) 55.0 NO2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the 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 & PA203- Oak raft AR 4 EK" EI M 1. N 1I..T55 F. N A..' 1300u5 a T•.wr.a F—j—E—, Om. ADM 29. 2002 Ow 0109Fam Of O'Wd enOFOv 1 makeS U*CifiC *ns. OtvOn and O,OduCl 00311 T10itt110 CnanOt WOW 001,Ce lua.elt Ir"m Masonite International Corporation Otmaue Units COP-M-M0106.0 FIBERGLASS DOORS 6'8" Height — Outswing X Mu X0, OX, OXO 2,D" COP-WL-MA0121-02 01-1031.02 76.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed 1UP1, - 1 1 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17" COP-WL-MA0123-02 37 + 1'0" 3'0" + 1'2" Not Listed I.1- 1 02-0109.09 Application Filed) 1• 1 55.0 1. NO 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 17 17 + 2'8" + 1 `z" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 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" 3'0" + 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" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak gaff AR EK" F'INF N0I.ASS e.NTI(Y<DOOKS Fb..T•.w<A FL•rry"Er"ry Dm< na",K, A alL/YI V I /i. Ow• a o" pra29.zooz Masonite International Corporation Ow conlmuino Droonm of Orodutd imDrovemeM makes soecifiC310ns. desgn 3W Dloducl Delad suoiect to ehanoe without noliCC COP-WL,MA0100-02 . FIBERGLASS DOORS Opaque Units 2'0" 2,6„ X 2'8" COP-WL-MA0106-02 2' 10" 3'0" 8'0" Height 02-0109.08 Application Filed) 70.0 Inswing NO X0, OX, OXO 3'6" 2'8" + 17 Not Listed Not Listed 02-0109.08 COP-WL-MA0108-02 (Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 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 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + TV + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 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 BCCO protocol PA201, PA202 & PA203. O ak raft AR EK'" Tr,,,,,.,I 11NI:NOIr.A.S .< F. NIN Y 1)0ON1 Nw.-T.wM fp.rNu furry Doo•. R) Mn- AEM oV G..1.'ii. ADO29. 2002 Masonite InternatiOnal Corporation gu, COnnn-9 note— UI P/u0"tl un D,Ovt,nlnl MakeS SoKiti 11 S. 0-On and P,o0uf1 oela l SUDIeCI ID Change wAft.u1 041Kt. COP--MA0100-02 =- FIBERGLASS DOORS Opaque Units X X0, OX, OXO 2'0" COP-WL-MA0126-02 02-0109.07 Application Filed) 8'0" Height — Outswing 70.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" M ill 2'8" + 1'0" Not Listed COP-WL-MA0128-02 Not Listed 02-0109.07 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 37 + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 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. Oak raft AR k EK" YIMI.N(: Ir AtiC I: N'1'N V;nOOHS Fbnd..e.M FlwryuEru7 Dean AOl it 29. 2002 Masonite International Corporation Oul con —ng 9,Dgram of Orodu imDTovcmmt makes sdttiflcnionsdtsiV and product ' detail' UDi' t ,d Clu.0, "ittrout mtiC' MID WLMA0001 02 Unit SINGLE ..•- 6• TYP. I" UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. E 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. MR t III", E 1111 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 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 H8 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 properly to transfer loads to the structure. E.tr"..e r room f AO6129.2002 Masonite international Corporation Ow co-nuoo oro9ram of o•odua -o—emeni makes smikatons. oespn and orodua dead suDject to cnanoe without notice. - r• ---- -• - •-- . - XO or OX Unit ' SINGLE DOOR WITH 1 SIDELITE CL TYP. l 1 3' NP. TYP. 1 1 6• TYP. rTY6'P 6'8" UNIT 8V UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. r 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16"'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 of1-1/4" 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. In Aprd 29 2902 Masonite International Corporation Ow ,D"" 1-..•.] 11Jy L.,W nl Wall n'P•daemenl nDMtf SUcp gsLU b. oespn anc x—n d-1 wAlcl ,o cnanpe wano"i noiac. oxo MGM=t II, Unit SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'B" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. R.M. IT" • tM110 Width of door unit plus 1/2" Height of door unit plus 1/4" r t r If r r .. r. r 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 98 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 NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO 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. n April 29. 2002 I)Ur COr`Iri`uirr0 Or VOr Jrn UI Irr VOu:' r ,r w. trn stir{3 tiIrM Irr JI Un, Ot'SMln JrrC UrUOU<I OtlJrl SVUIKI 10 ,nUnyt wrIn0U1 nVirCt. f •<lu.vrlr r.o Masonite International Corporation fix' ;MID-WL-MA0005_02 Unit DOUBLE DOOR b- CL TYP. TYP. 3• TYP. TYP. 1 11 ll 1 11 11 1 11 1l 1 jnl i ii li 1 Il 1l I li 11 l 6'8' 13- 1 f t t t t T T T T . I 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0' UNIT 5/16' 17-1/8' MAXIMUM ON CENTER TYP. IIIIIIII.T. t l I M t Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA 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 N8 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 1-114" 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. In April 29. 2002 Our coni,nump o og- of 06un noro cmenl mates Saeed.cal+ons, desgn and woovn deWd Subjecl to mange -hovi not- e.a"..e r „•m Masonite International Corporation XX Glazed Inswing Unit APPROVED ARRANGEMENT: 0''' 0 1 a COPWL-MA0142 02 F " FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size - 6.0- x 6.8- Design Pressure 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 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: 00 00 oa 00 00 0 0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n 00 00 00 no an n0 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also he used in the following door style: Eyebrow 5-panel with scroll. Oak raff AR EK" w...1. r " .r<.= LIUE:RGLASS LN'I X" UOORS l bmli.ur.G fEr•E4u Enury Dowf April 29. 2002 ow conlinwng plOgtaln or plOdutl YovelnMt makes spml2atans, des,gn and product deuit subject 90 change wdhoul nonce E•<1 uf rrly troy n O • ror Masonite International Corporation XX Glazed Inswing Unit COP-M-MA0142 02= C. FIBERGLASS DOOMS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: t r 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, 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). QFrAPA, 4N =AX** State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK'" I)rtl)HI -i.. o.red f:M.rau E...ry Donn April 29. 2002 Our command nlo0ram of produn imorwemem makes sp dicalions. design and pmdud debit suolea f0 mange wifnoul 1012e. Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: a w COP,-WL-MA0143 02 FIBERGLASS DOOMS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size = 67 x 6.8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: 0000 °® 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RIL.23 RR. 24 R/L 107 Series' 108 Series 304 Series Series' This glass 4n may also be used in the following door style: Eyebrow 5-0anel with scroll. Oak raff AR k EK" V nnJ-F,o n 1 rr•I 1 1II I: Nt L •\.» Lf'I'Ia 1' Dr)I1 M.1 Noy-T..u•r E r4.r lau t"Irr Door. Aprd 29. 2002 OW cm.—r,] Dludua -didoert W n A's S0-1.0 M-des U^ v+d p dCoU dazed wolea m c::ulpe .dnoul noece. PREMD;,'V?i,.//, M aspnite International Corporation or • ; -COP-WL•MA0143 02 T. t Glazed FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: E 011 00 a0a Series - 410 Series t09 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.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: TESTEDIN 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 Oakcraff AR k.EK " I,I IIL AI:1.:\\.1 L"I'Nl I)111)M.\ I'1m-1:urW f!•.rau E.n., pow April 29. 2002 0,r COmmw•0 010gram 01 0r00u0 n010 CmM1 makes SOtt 1 tJlgni. Oei.pn zn0 maw 3M.1 t 10 cbJmgl ..ftul M." f.tlu vely I u Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: F O Single Door with 2 Sidelites Maximum unit size = 9'0" x 6'8' 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". Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY. DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series- 12 R/L. 23 R7L, 24 R/L 107 Series' 108 Series 304 Series series' This glass kit may also be used in the following door style: Eyebrow 5 panel with stroll. Oak raff AR EK'- E.<lut..lyf.em I ,I lfLM1 LA.11 LN1—' U011N1 ;ZnT—.—E—s—Env)D— A April2g 2002 - Masonite International Corporation Oa conlmwno oaro of pr0oucl Krlpro—enl mikes 50-111Jnom. oespn no produD - dew.1 sublect to w"noul nonce. OXO Glazed Inswing Unit APPROVED DOOR STYLES: 3/4 GLASS: w COP-WL-MA0144 02 , FIBERGLASS DOORS FULL GLASS: a 00 00 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: El 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.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" V—RCLASS LNI-I"000K5 ib T.— F—g—E- D. April 29, 2002 Ow Conllnwn0 p.oprom of oroftO jinV,0 ,n1 mantes SMirCl1jons. design and 01do 1 Oeuit SunjeCl 10 Change w00.1 n01Re. E •<lu.:r elF Iron o Masonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP WL-MA0145 020. bow= ., FIBERGLASS DOORS s y a€a'v` C 1- r+ I. J, Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door with 2 Sidelites Maximum unit size = 12'0" x F11" 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 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 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raff AR a EK'. I In IN(L \tis LN'1'N\' Uf)OH Nen-Tr+v..d fever+.. Envy Doo.. April 29. 2002 Ow comwu-ng a,og"n, Ot p100utl ,m D,0vemen1 mates SDCCAKal-Ons, design and WOW d<u l .0.1 1 10 CNnge _—n no—. aso Hi n O..• Mte International Corporation 0XX0 6 : .COP-WL•MA0145 02 g, :. Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 00 - 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-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). J / &af 5 IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR q EK" 1., r.., ..1 i nrL er:Ln S Nt:r Kk 1P1r18? No.,-L.uu.a ra+.pa,. E••vl Dow, April 29. 2002 W, coni,numO DroOra or produa mpr-erl makes Svecd, a nS. deiipn and 01.0.1 detail S,0jeC110 Cnanpe wilnow noliCe. r.rr...•1, rr•m Masonite International Corporation XX Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: o o Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door Maximum unit size = 6'0" x 8.0- Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: 00 00 822 Series 1/2 GLASS: 00 404 Series Oak raft AFR EK'- d-•r.inr<.r<d fIIILNG.Ln11 C N'I'XY DOORS rvon-T..e..WrA..{rauEnvrD— April 29. 2002 Om coni.—no noggm or product improvement m]keS SDNif[ationS. dBion and droduC1 detail S.nlecl to mange w•MUN n014T. 0 108 Series El Masonite International Corporation XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN 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 AFC 4 EW a IIUL NI:I.\l II I.I "1I)r1 ) -1_ .a r.e..e•u E•w, D- April 29. 2002 cur continuing ologram or produa'invovement makes specdKatgns. design and Droduct detail suDtea to Change without notice E. de,.ar from PREM NO `", ° 0.• ure Dee.. Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT. R . ' COP WL-MA0148 02 8'01' FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size = 6'0" x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-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: 822 Series 1/2 GLASS: ao 404 Series 108 Series Oak raft r. AR' EEC" r=,n[wr.,.:.< [y'1'N\'^nnnNs r+e.,-&.o,.w re..r•••c.,, oo=., PRfJ:'1v':'(,.//„,.... 0 GG T o. Masonite International Corporation Aprit29.2002 out eonummno a,00,am or woaus, mo,o,emeni makes spK^Ka,ons. ots,on and p,o,)vcl ae,,n s arec, w mange .,nnou, noi- 77 C )P U"MA0148 N p Glazed APPROVED DOOR STYLES: FULL GLASS: 0 810 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, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AFC k EK 1'1IfLN 1;L/.Ss LN'I It )' 1)(ll)MS Non-T•.ox•E fAerr•u Envl Donn April 29. 2002 Our conunuinp prp2ram o1 010duct improvement makes SDK.ticaians, design and product 0,0.1 SuG eel In 01n9l .11-1 n01- F•<I sir•ly Irom m O•• M asonite International Corporation COP-WL-MA0149 02 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: A".J".. 5; O O If L Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size = 9'0" x 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design 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 beeA 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: lI>m 822 Series 1/2 GLASS: 00 404 Series Oak raft AR1 EK" FIBERCLA.\,\ L.41—',00—f 1+o...T•.ur."C r—f—EnvyDD. 108 Series Masonite international CorporationApril29. 2002 Our Cons —no Q10913m o1 proo,cl-plovemenl r kes SDeCd1CJ1Qn3. de 1911 and VWW del)a s4iln 10 C.Qe without 001•Ce. OXO Glazed Inswing Unit COP WL gMA0149-02 ". 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: z 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN 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 - wooa. rr<in l'e<rur<.1 FOULMOLASS LN'r Ml" DOOMS 1 -T.—d ri«esv Env, Door April 29. 2002 Ow Continuing program 01 produC imorovement makes spe[ilicationS. design and pmducl delad su0lecl 10 Change without n01iCe. El Ou• Masonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP WLMA0150 02 tr 810" FIBERGLASS DOORS SPIN Al O O t.'• x, per'? r'I.h 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 with 2 Sidelites Maximum unit size =12T x 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 822 Series 1/2 GLASS: n , 00 404 Series Oak raft AR 1 EK" FIBLRGLISS LfN I' Rl U[MAS Nw.T..en.0 r-0.q— Envy bowl April 29. 2002 Our CDnlinurng Droeram of Drodutl im DrOvtmenl makes soKaicalkons. Design and D[DOuCI Oelau suDlKl 10 change "thou) nobce. E] 108 Series E •[Ivfive ly from m Ov. ry Deers Masonite International Corporation OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: k 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, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft Aft' E C' wou.l..r. n 'E c"urcd I IIILNf:L.\\ti LN'I Nl'.Dr)()Hti __T..0 I —I.". Env, Door. April 29. 2002 Ow com,m ng D,ogram of pnm,n .m D,o,emenl makes we fict hs, Design and Plod-1 detail sublet, to Change w hWnpl- Masonite International Corporation E.( 1,..ele r XX Glazed Outswing Unit APPROVED ARRANGEMENT: x 0 0 A.An E W coP-w-mao s2 o2x. Ai FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6'0' x 61' Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed —see MAD WL-MA0012 02 and MAD-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 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 M M 11 ° 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raft AR k EK- E..,.:.• r r,eT true NutnSS [N.YHv Ur>UN> race-r.. e,..a re..,n F.wr 0- Masonite International CorporationApril29. 2002 Ou, commu'ng DIoo am Dr Droducl my0,enj makes SDCUDUbons, aeiign and Dr UduO oeun wuieci ro mange wnnour nonce XX COP pWL-MA0162 02 Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, PE./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: 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). 4 M/rj Its "_V.4 State of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raft AR 4 EK" i..,., — 1:1--ek,kSS LNr— DuoeS w,.-r..w..e re..N••E..r Dee., April 29. 2002 0., commu,ng Program or Drodua : ,ovemem makes sgedlrkat M. d-on and Product deta, s Pien to mange _1.0 note m o.. roe Masonite International Corporation XX Glazed Outswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 10 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 = 6'0- x 87 Design Pressure 47.0/-47.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-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: 00 822 Series 1/2 GLASS: oa 404 Series 108 Series Oak raft _ AFC EW rl f. 1 F—LXGLASS ENI— DOQr S —.— EA.ral.0 Envy awn April 29. 2002 Our conlnwmp program of produa anp•ovemcnl makes scealia ons. 00-9n and prOducl dW't Sutrlecl Ip O nqe wimoul np - _ El., o...•Y Deer. Masonite International Corporation ONE BY WOOD BUCK By OTHERS EAULK BETWEEN WINDOW FLANGE - L VEIOD BUCK sruCCO BY OTHERS PER[METERCAULK 9Y.OTtERS RIGID. VINYL GLAZING BEAD CTYPJ Ov4T) CAUL BETWEEN CONCRETE OR WI'D" BUCK 6 MASONRY OPENING HAS r. OPENING 6Y OTHERS / gY OTHERS T O / MIN. EMBED7o Ns£Oncnr CAULK BETWEEN WINDOW FLANGE 6 PRECAST SELL V/ VULKEM 116 ADHESIVE CAULK. OR APRV'D. EOL. PERIMETER CAULK BY OTHERS GLASS TYP.) (SEE NOTES) E.M. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME - SILL r BUCK WIDTH) EMaE 0.yENr INSTALLATION AMC ONZ BY WOOD 3/16' DIA- TAPCON p BUCK Br OTHERS T p r BY THERS SHIM AS REDID - RIGID VINYL I/t' MAx. GLAZING BEAD ( SEE NOTED TYP.) GLASS O TYP.XSEE NOTES) FLANGE TYPE WINDOW FRANCJAMS .CAULK BETWEEN WINDOW FLANGE o 6 WOOD BUCK PERIMETER BY OTHERS V.V. WINDOW WIDTH) CAULK 'BETWEEN WOOD BUCK L MAS'Y.. OPENING BY OTHERS SECTION B-B CONCRETE OR MASONRY OPENING BY OTHERS v 9 r / W.W. 7; ! AST SELL /, A - IrOTHERS A r 81 CNOTESOSECTIONA - . r 1) SHUA AS REDO. AT EACH INSTALLATION ANCHOR. 11A%. ALLOWASLE SHIN STACK TO SE 1/4-. D E 2) WINDOW FRAIJE MATERIAL: ALUMINUM ALLOY 6063. f— '1 . ! 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIN. TO ACHJ--< MIN. EMEEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. / t) USE S4rCONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE A: M-10 n ^r @ JAMES. SILL MUST E£ ATTACHED 7p THE SUBSTRATE WITH I B IK ,f l J VULKEW 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONZED ACRYLIC CAULK FOP. PERwETEP SZAL AROUN'v W.H. ExT£kCR OF WINDOW FLANGE.r — G i) IF EXACT "NOD. SIZE IS NOT LISTED IN ANCHOR CHART, us, NANCHOR. OIJAN TIIY USTEO WITH NEXT L*rGER SIZ_. FOR T::'_ APPROPRA- DESIGN PRESSUP£ RE00. GLASS THICKNESS MAY VARY PER ENE f.£OUF.EMcNTS CF ASiM 1EISOOGLASSCHARTS. I C'•v V Q 3) LETTER CESIGNArIONS ON THE TAPCON LOCATION C>.Pi WHERE TAPCON ANCHORS ARE TO 5E HNSTAL' = WHEN U ---4 EXTERIOR ELEVATION AS A KEY. ALL FACICPr APPLIED HOLES NOT DESIGNATED FOR TAPCCN I - ANCHOR M. SHOULD BE FED WITH /g SCREWS OF iVFRC:E.N l ... TO PROv:^E MIN. 5/! IN EMEFDM£NT .1 .o Wfjig E(JC/. D) FLORIDA rlTtUOERj i.'_Go SERIES SINGLE .iN IS SHr,.N 7-1S PRINT ALTO AP!'•_fES in T-E FLOF.IDa E[in67=.:_ isOG %_ _ _^,CL SE'I£S S.NGL' HuNC - I •,/, 1 I I n I\ij I(' - . i! V .r W J STRIJC?.A_ 7W!• By ,./= SUFFIC _V: 1_ENG 1•J _ .-1 , 1 / Y ll-•,; r• I r J. ?i- _,. I Et .. ALL IN•S'-._= :Cr• - - - - " TAPCON LOCATION CHART CALL BUCK ILOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30vV TO wFr t1c5: TO 7OPSF -IO.V To 40rsF AIRS( To 7Ooir: 12 to Va x 25 B 6 F.G F G :1,d•,`;,a 13 to 1/3 X 37 3/a 6 8 F•G 1V3 FG Is - ta 1/6 x 49 5/8 145 ra 1/45 X 55 1/ IS 18 $/a i 62 17 ie Inwa x 71as 25 1/1 i 25 B a (7 tHt3 Qi -5/2 X 37 3/8 Iy,{F TNt4H45 - 25 1/2 X 49 3/3 25 1/2 X S5 1/4 BB 19FGJU. 8 ;:' h-}')=FFm4 C.ffJ •: 1r(5 25 1/2 z 62 8 6 FAK) 1H6 n1/3 : 7t .. B B1M7 FF is In Xa3 B 6 f.G/a 30 1/2 a 26 30 1/2 . x l/a 29 1/2 x 25 29 1/2 X 37 3/a 8 B8:` FF .ucb D 1/2 • 5a 5/a 29 1/2 x t9 5/8 6 6 FF LQ-.F.GJU 30 1/2 a 56 1/4 29 1/2 x 55 1/4 6 6 F FGMJ a 1/7 . 63 29 t/2 z 62 8 6 F.G-F.GHJ 30 1/2 . 72 29 1/2 X 71 8 6 30 1 . a. 29 1/2 X a3 E B FF.JX F•GJX-.::. 36 x 25 23 76 X 77 7/6 6 8 F.G F.G 24 36 x .9 5/a B E F.G F.G. HA.'.7;!.: 245 36 x 55 1/. 8 e Fc 5"t: FFHJ 25 36 X 62 B e FFJHJ F GHJ 26 36 z 71 8 B FFHJ 27 36 x 83 B 8 FF,JX t x 26 41 X 25 47 . 3a 3/a 1 X 37 3/a 12 . 50 5/ 5/1 FF 2 56 t/. a. B E FFJU FGmj 42 63 41 X 62 6 B F.GHJ a2 . 72 41 X 71 8 6 F.GJU a2 Ba al X 63 B B F.G.J.K F.GHJ.I.K to . .' 6 47 x 25 5 A.0 a . 3a 3/a a7 x 3! 3/a 8 A.0 F.G b . 50 3/a 7 x .4 3/7 E A,C F.G F,GHJ L . 56 1/. 47 X 55 1/4 E A.0 F-GH.H F.G.HJ a . 53 7 x 62 6 A.0 F.GH.I D,EF.GJHJ aE . 72 7 x 71 8 A.0 F-G-M J O.EF.GJHJ a7 X a3 of F K FGHI K 32 52 1/3 x 25 8 A.0 F.G F.G 33 52 Va x 37 3/a 8 A. F.G F_G.HI -- 3. 52 1/L x .9 3/a a A-C FFHJ F.GHJ 345 52 1/a x 55 I/a 8 A.0 F.G.4.1 O.EF-G.HJ 3- 1 52 1/a x 67 c A.0 F.G.MJ O.E.F.GHJ 36 52 1/a x 11 8 AX F.GH'I O.EF.GH.1 37 52 1/3 x 63 a A,C F.G.J.K O.EF.G.J.E.J.K 37 SIZE NOT —L-ELE IN 1000 OR 1500 SERIES. FLORIDA EXTRUDERSINT£RNA. I SANFORD, D. FLORIDA 11 1 TITLE: ',NSir__A7:LIN D-T=- I— S r-i rUNi l ANC,-- i NCI=: SAP. ; =S 1000 . i 500 rOnG D'? WN BY 1 APPROVE-D SY. 0 ATa/0 1'SCALE-.. C IDWC-- LEXO-it su': f 4 Kph, EnBE nENi SHEATHING TWO BY WOOD - CAULK BETWEEN BY OTHERS BY OTHERSVINDOVFINL SHEATHING- - SHIM AS R£O'D. _ INSTALLATION ANCHOR (SEE LUTES) F. .. a8 WOOD SCREW IL i STUCCO.( ......... , - .. BY OTHERS I ..5..; _ 8uar, NAMS ' GLAZING-ITTP. MAX. SHSN SPACE Cr. ,n tYL L sEE MarES PERII TER ! 7 iy7 11=+adCAULKkk BY OTHERS rs cf I VIKM tEIGHT WINDOW VI TH 1/< NAX- SH1H SPACE. .._ _... SHIN aS REO'. TWO By VppD SEE NOTES) STUD or DTHERS MBEMIN. Mi. aEDeffi HEADER 4 I rim TYPE X £ Ys r.o WIFR GLAZING (TYP ) y - T _" r ._ - NDOW, JAN: B __ i 'iefat SEE NOTES) VINOOv 1 'y V(DTH PERIMETER '"STALLATION` o- ._.. _..._ .. _ .. CAULK ? + ) fi HERS " Ti . x 1 « 'B WOO_ o TUCCO o GLAZING (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLATION ANCHG n9 WOOD SCF£W STUCrG BY DTXERS CAULK BET' J£EN L SH_ AT1;NE. 31 S- "-i0i. .—. f- FIN TYPE WINDOW FRAME SI 4ARBLE SILL STOOL BY OTHERS EM=EDH- NT - 6) IF EXACT WINDOW SIZE IS NOT LISTED: IN ANCHOR CHART. USE ANCHOR QUANTITY UST:J WITH NExT LARGER SIZE. ELEVATION 7) GLASS THICKNESS MAY VARY PER THE REOwREuENTS OF_ ASTM E1300 GLASS CHARTS. VIEWED FROM EXTERIOR 6) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. --- THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE H ONG WINDOWS. DESCRIPTION DATE iIN FLOPIDA EXTPUDERSINTERNATIONAL. INC SANFORD. FLORIDA j I TM --: INS i ALLAT ION Lc =. [L W/.`.'c: SCREWS HU?I[ SIN __ __-irs :fj&7' !SOD. s' =DDD J j O=AWN EY: o 8PPR06=D 8Y: 1' Kin 1 B INS TALREV KISN1KSP^CE ANCHOR SCT tP.) CAULK BEHIND FIN iCATHING 7vD BY BUILD SHIH AS REQ'D. SCE NOTES) I BY OTHERSBY FRAMINGBrOTHERSDOvN BY OTHERS CAULK BEHIND FIN FIN FRANC JAMB NOTES: INSTALLATION SHIM AS REO'0 1) SHIM AS REO_ O. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING MDR SCREv < TYPJ SEE NOTES) .. SHW MAX. ALLOWABLE SHIM STACK TO BE 1/4-GLAZING- rr Z)ALLOYISM3 flRAME MATEALUMINBELFSEENOTES) VAL LFSE SILK70NIZED ACRYLIK CAULK WINDOW FIN AT HEAD SILL & JAMBS -. F z DOERCKf 5PACE 4) USE ILICOraZEO - ACRYLIC CAL" F PERIMETER AROUND fxILRpR Of SevW1 WINDOW FRAME. s3- I s H0' I S) CLASS 'THICKNESS .uaY VARY PER THE REpUrtiEMENTS OF ASTM E1300 CLASS OHLARTS. SINGLE-GLAZRLG 6 SHOWN.•WSl1lATING.GLASS 6 ALSO OUAL.IFIEO. -., SCREWANCHORS 'AT:HEAD. Ski .•hJAMBS .SHOULD -8E •f8 SCREWS OFSUFFlCENT10 LTK. TO PROVIDE -MILL 1 VCMIN. EMBEDMENT INTO -WOOD FRAME, -PLACE .18 EXTERIOR FHRSH rr SCREW -ANCHORS 6" FROM CORNERS AND 24' O.C. MAX. - .. ExTfR10R By OTHERS 7) WILD DOWN AROUND C vE0 PRTON OF WINDOW FRAME TO BE .ENGINEERED BY EXTCRIDR F[NISH ' OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATCLY By OTHERS. PERIMETER CMAK TRM4FER LOAD FROM NINOOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO BY OTHERS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES h, 2000 SERIES. VINoOv VIBTN PERIMETCR CAULK BY OTHERS 9) ELEVATIONS SHOW COMMON CONFMURATIONS. ITISNOTINTENDEDTOLIMITUSEOFTHISPRODUCTTOTHESETWOCONFIGURATIONS, THIS SHEET APPLIES TO ALL FIN FRAME HEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B—B 10) WINDOW uW CAN ALSO BEMULLEDTOOTHERDNITSUSINGALUMINUMTUBEMULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. F-- GLAZING (TYP. SEE NOTES) EXTERIOR PERIMETER CAULK By OTHERS c TER IOR FINISH OTHERS INSTALLATION J CHOR SCREv (TYP.) CA T.ING I OTHERS FRAME SILL SHIM AS RCO'D. cSCE NOTES) , T L SAK nncl A 1 EXTERIOR ELEVATION 3r F AMNG 3r DT) ERS y;Lysf "•"' CAULK BCH:ND FIN SECTIO' P-A # 2 2002 ow IT w IT EXTERIOR EL= NATIONIFLORIDA EXTRUDERSISANFORD. FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE:02114102 SCALE:NIS IDWG.: FLEX0037 ONE BY BUCK BY OTHERS CAULK BCTVCEN 0V FLANGE iSHEATHING TOTEE ( TYP3 TIME ,• I RS XTCRIOR fINISH r OTHERS VINDBV FRANC HEAD OMD( W HEIGHT EXTERIOR VINDOV FRAME - SILL PERIMETER CAULK BY OTHERS EXTERIOR —\ FINISH BY OTHERS Jll SHIN A- REO'D SEC NOTES) GLAZING (TYP. SEE NOTES) SHIM AS RCC`D SEE NOTES) CAULK e(TVEEN G VINDOv FLANGE QtONEByVOOD BUCK HULK CETVCEN 1000 BUCK t AASOWY OPENING 3Y OTHERS ONCRETE OR SEC I ION A -A BY OTHCr.S INSTALLATION ANCHOR 10 SCREV BUCK VIDTH BUILD .DOVN . BY OTHERS NT)£s. FRAMING ALSO SLLLIES1) SHM AS REOb. AT EACH INSTALLATION ANCHOR WITH LOAD BFARBy ING $HIM. MAX. - OTHERS ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1-3/ 8- MIN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFIGENT LTH. TO ACHIEVE SHIN AS REO'D EMBEDMENT MIN. EMBEDMENT OF 1-1/('INTO MASONRY OR COMCRCTE- /10 INSTALLATION (SEE NOTES) SCREWS AT HEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8_ MIN. EMBEDMENT INTO w000 FRAMING AND BUILD DOWN WHERE RCOUIRED. INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS & 24 IN. O.C_, MAX. VINDOv FRANC " 4) USE SIICONIZED -ACRYLIC CAULK BEHIND VANDOW FLANGE AT HEAD. SELL & JAMBS. .. JAHB .._ 3) USE. SNJCONIZEA ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF -. INDOW fTANGE.. ,- GLAnNG (TrP _ 7/1 IIAK 6) CUSS THICKNESS MAY •VARY PER THE REOUTREMENTS OF ASTM,C1300 CiArSS s _ SEE NOTES) SHM SPACE _.: CH•RTS:':SINGLE 1;tAZING IS SIOWIL INSULATING Gl.ASS 6 ALSO QUALIFIED. '+ "` T "7) BUILD DOWN AROUND CURVED PORTIONorWINDOW FRAME TO. BE EHdNEERED T OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY BUCK HEIGHT 1- 3/8- MIN. EMBEDMENT 1/a' MAX. SHIM SPACE CAULK BCTvCEN Tvp BY BUCK -- t.CUVCRETE BT OTHERS INSTALLATION ANCTOR - 510 SCREV ... .....- TR94SFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT, ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIFS & 2000 SERIES. CONCR£TE'31R 9) ELEVATIONS SHOW COMMON COI(FHGURATONS. IT 1S NOT INTENDED TO I. USE OF INSOIdNT Y' THIS PRODUCT TO THESE TWO CONFIGURATKNLS. THIS SHEET APPLIES TO AU PERIMETER CALILK.'BT DTHEQS."' CONFIGURIATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 BY OTHERS SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. _ 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS VSNC ALUMINUM TUBE -r VINDOV VIDTH MILLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. r LSwu sPAU EXTERIOR ELEVATION 6 - cuI/,I--- Cfu1) ITli.t'iL. FLORIDA B.O. A. i'. r g ' n / ( INC BY vOOD NUFAG NAM: (INC L ram. BUCK BY GTICR< 1 R FUX- INSi AILG I: I ANCiluR - • -/: .- . CIS A EXTERIOIP. ELEVATION FLORIDA EXTRUDERS ISANFORD. FLOR INC TITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOVN DESIGNER, FIXED VINDOV 1000, 1750, 6 2000 SERIES, DRAWN BY:BB I APPROVED BY: DATE 02/1210= SCALE:NTS IDWC.: FLEX0036 I INSTALLATION ANCHOR DOOR VIDTH SHIM As PC 0 0 to SCREV SHEATHING (SEEC NOTES) By OTHERS CAULK BETVCFN 0013P FLANGE TVO BY VOOD SLIDING GLASS L SHEATHING BY OTHERS DOOR FRAME JAM° VV MAX. SHIM SPACE j 4 1/4- MAX- Him I—Lt INST -LLATION ANCHOR TVO EY VOOD =2 SCREV 1-1/e HIM By OTHERS EMBEDMENT TVO BY VOOD BY OTHERS CAULK B-TVEEN HOOK STRip SHEATHING SLIDING GLASS DOOR SHIM AS REIN) HOOK -STRIP, SE -M,TES)- SI N. 4 98 SCREV 4 MEW TEW.EIZED-CA-ASS, V, ST6C cc CAULK BETVEEN' OR .SIDING CTYPJJ Doop FLANGE 7 V. A OTHERS LSWATHING V. By SLIDING GLASS DOOR FRA ME PERIMETER HEAD `SHEATHING CAULK BY OTHERS Fk(CrUr-OM VAMF- - Fv,4 cxrpypER - SLIDING GLASS DOOR FRAME SILL OTHERS. SHEATHING PERIMETER --r BY OTHERS a. "..j CAULK BY TEMPERED CLASS OTHERS STUOCO (TYP.) TEMPERED OR SIDING STUCCO OR' I'DING. ;,AxQ, TGLASS <TYPJ -Blf qTMERS At." f—SLIDING-AGLASS VCORINTERLOCK.' DOOR n- HEIGHT 13 HOOKSECTIONB R .4 X0 V DOOR MATERIAL; ALUMINtM ALLOY 6%3.: zi s LmsrALLATION SCREvS MUST BE OF SLIFfICIEW LCMGT.'TO ACHIEVE MIN. EN8CDNCAT-.j'-;, OF 1-1/6' INTO %rOOO. TAPCON TYPC INSTALLATION ANCHORS At SILL HUST SE 4OF SUFFICIENT LENGTH TO ACHt::vE HIM. C.43CDrCNT OF 1-1/4' INTO -MASONRY CR 31 INSTALLATION CHARY ON LICK Or THIS 111CII, 43 USE SILICONIZED ACRYLIC C K $CHI D DOW. FLANGE AT HEAD L JAMBI. t, SI -`LXVIESILICCHIZEDACRYLICC FOR 7 RWTCR SEAL AR"D EXTERIOR OF DOOR. 3 IF EXACT DOOR SIZE IS HOT LISTED I. ANCHOR C.ART, USE ANCHOR CKJANTIff.LfSTED LARGER SIZE. FOR It< APPROPRIATE DESIGN PRCSSuP`- RED j 73 FOR OPCHI 4-C3POCIDOORSIZEStTTZECLOSESTITPASSDOORSIZELCOWLGLOZATM- TO rINTS.4" wC.(.GTz2Fc, do 9 B PLACE INS r^LL.TION ANLNORS. IN FRONT OF NCWSTRIP AS SNa- - I GLASS THICKNESS MAY vARY PER REOUIRENEWCS IF ASIKC130aCLASSHARTS. 91 0". ( PLAIT IS APPROvED USING TEMPERED GLASS IN SINGLE GLAZED OR INSMAT 1(4 GLASS-! c: ION -9 1 SILL COR.CJS ARE TO SE SEALED -it- A SHALL -Cl-T SCAN %rALfP SNJM A' RCO., AT EA, SEE OF INSTALLATION ANCHORS. MAY. ^LLOVABLE SHIN STACK TO tE Vl-- 12, ALL IWST-LLATION ANCHO.S MIST ic MADE Or CUFMIJON RESISTANT MATERIALS. A 31 - CR- - Rv?RESENTS QvING P-CL AND '(r RCPQi:sEmrS FIXED PANEL APPROvED I I LiII T ICDNT-I&AArjGj4-, ARE AT L!STCO ON ANCHOR EN.ART ON SACK OF THIS S.C-T. I,, 14T ALL CONFIGUR.TIO;M LISTED aCVI ARE Se ON THIS DR-ING. ;iIU`EVfR INSTALLATION EHRECKCNT EXTERIOR ELEVATION SECTIONS 'A-^-. -9-3- & IC-W STRIP DCtAjj7.PPLl TO INSTALLATION OF ALL CoWIGUPATIGNS. 151 FLORIDA EXIRuDC.RS I= SERIES SLIDING GLASS DOOR IS SHc THIS PRINT ALSO APPLICS TO 1-1/4' MIN. 2 PAIIEL DOOR SHO'jN 2= SERIES -D 5W SERES7 PEVI DESCRIPTION DATE EXTRUDERS LIBERALLY A CAULK[ FLORIDA PPLT INT. INC. SANFORD -FL- c- DERSILLOF. SET SILL IN BCD INSTALLA-l0N. ANCHOR SL: Or CONCK- TE: TA;:CON TITLEIDING GLASS DOOR T--C T f j0jN HINSTALLATION WITH PC' SCREWS DRAWN BY:33 APPROVED BY: F 2002 i 1 ATE: !21!7101 ISCALE: NT7 JDWG Z X. I /E lCoc S.H. 7Ya TUBE MULLION JAME (Ty. X 1/2: SE'Ll.- TA. FI'IL SMS DIE-AlL C X 2 x --./e TUS7 TIP&L VEZFTiCAL TO --ORIZ'ON_'AL h-.!_4Jj0-.N TO x 03, P Ex Mu L_ s x I /P- szLr- k-L latA 0.bdi•f74, 11zgew, 7 ra 2 X 2 7/16 1/2 1 X,2- 7/16 X -3/lE WMLLATEUN, TjBZ MLLI N' TUSE MILLMNiiia, S.H. I 1(!Ia S-K SFALmr ffErwl__N #j3 X..j-j12 SELF W X11 1JANPXTYP)l WINDOV. TLA S : I XAPPIING SMSJAMB (TYF.) rrSECTIONA —A L7 SELF 08 X 112 SELF TAPPING SMS TAPPING SMS ;- UT - CAST Z L_ Ty Z, p T A fi-L 7 K AT- ni- i Ry 4 p1wE;FTAZL C JXII tA 1FOR -A'_-,jTi0KAGiJ4rL—_ S.-VRE— SEAI A.4T EZTWEENV. TAn_ S T BLTVM -1/2 SELF VEX VINMV FLIN X I L ll,_LIGN TAPFI.Nf_l SMSLeuti-WiN 192 y I-i P SC TAPPING S4S 7 J SPCTION A —A X 4 x 1/E Q N CCIM S K X 7 EN X 4 X 3/8 TU TKAS - _. : 7 - /Z 6 x 112 SELF T A._ F iN G S;'4 S E) I- TA'FiN E) FR- C M F- VVKTATTnMAT INC NATIONAL; FORD, -'r_... FLORIDA -EXTRUDERS sAxFORD, FLORIDA TITLE: S SH.LT PIG0G5 -3,0 A N G E 0 VERT!CAL. MULLION 1 IN, 7 HORIZONTAL... S= SHEET 2 S i '--,N PRES S Ul_- C A P A T I =S no atc pv.M-= 1 APPROVED BY: r i -no;C;.1i Ui!..iCN cONC =_ c 6' 4 LE SEA., ANT BE-' uC9 P.1,/ES_`GVEP. i (eF=_,ES TO .if..uc,'7:riER t X 4 VfVia7Y '• LA•4.:' S - -- - SILL <TYP) - i & [ ..._- MJUJONS KRIF X 3/4 SELF Ta?; vG S:w<r NAPPINGSMSSNS1py CONCRETE GF. M BY GTkERS iX2 r I' mI1: - # + F I i'>; MJ' L `+ Ll', t$# r 0 S 3n FM.' S is r r, t..:' GN=.E! V'"'t T' ct*:F-tv 0> $,' t 1.4ryaNG S . Lip, t E'.EY F' LY'• 7 v.. CrT1. CS . . s..+,.._ yu..., M -' 3S L _si i A b••: R r..yi[—. v.•„...-+----- w- I' 4b f ; '- f' t"` ivS. YTi]ii .A1ff1iL e.e ..rYi_ura P.'F.. lflt' iQ ji r"" x. ,_ i S, R ._•i-Y1 ra • v S RSV AN- i? ,,..,, : S.' H _, y\ -`-3/4,SELF n, r8. z La:elo9 _ CS9C"3745''SELf 1 1 $):;• i.A PIMG.S#15.,"_,.. 1 TAPPING 5MS ..._, _. 'ic e S.+ :_ _ 1 lOGO._ S.,FiT <'s j, p F.c ' t:lf?=,.D .tixP y i'Fila '.+,. ZT -- --,, •7 x`t s . sE 7 PETwe 3. i ECTiOw fi-A- (2) Y c - — - ' tinav fi, nw Es rS CTION 'A A (l l -- --- _ — F 1000 F.WDESICINER 1003 F.WDESIGMER - SiLL QYPJ S_ LL <TYF.) -- Q rSlli <TYF k8 x 3/4 SEL-. _ Er a c SELF I. -. SILL TAPPING - kS X a/< SELF ESX2/4 ,APPING'SMS F fiAPFING :SxS 3/S t X 2 7/16 X 1/I 3/8 MIK 1 X 2 7/i5 X 1`v SYS TUBE MULLIGN ....., TUBE hT.1LLIti .: _` D - . - rTAPPING t< ". 1`lI7`: EMtEIirLty 1 VV ANT BE t irs tom. t::- a ram' A 2 Y 3/4 SELF 8 X .. SELF j - - Itri7C t. TAi?Ih SHS -- ,00.2 w j°??tt+,r.• SNS $ S ycAD : TYF.) , itiFAfi <TYn) SFaLaNT ivfEN ( r T ): (Y SS /T-SECTI Ai—h + i L'[ tv^u'YFLANGES _ .: 7 ac*S - : X l .. iCEC F.W /I'SiGNE? - c n 1G'. rC P.Y./u'-.S:vN_cR SFAL4N'i 6E:'J_£t: -.__ ...... _ ti. - j SILL <TYF.:El PEVAT110 tS X 3/4 SELF / ^c x 3/4 I , 1 j TAP-_. S S tS / j•_;-TiO A —A ( tii.Elr_C R:, E Tr.??SNP S?!S - ; ?` 1 F '+pA XTER.CF X 4 x 1 %8 i t x a x INTERNATIONAL. ` 14C ; I ! i FLORIDA EXTRUDERS SANFORD. -FLORIDA F ( TITLE i _n / ri Jt C. = i LANuE CH 'OF i i r T ` W I . '.. _. T L MlJ'_'_ i N$ T I DNS C' c Jai t_;DE Es 1 iD?>i5ti 9Y:!' i- I APPROVED BY: r- 1 WOO SJ-L I X 2 X 1/8 1000 SR 1 X 2 X 3/8 - - TWO BY WOOD DETAIL C JAMB (TYP.) TUBE MULLION JAHB.(TYP.) TUBE MULLION BUCK BY OTHERS s8 x t/2 SELF 98 X 1/2 SELF 1 1/8, MIN.- TAPPING SMS TAPPING SMS :: EMBEDNENT 1 t s. Js• - T. i A :,.ai.-i f ;• ..:r:t.. •t_: !,'±,-• .'i .:i_.. Y -.z:`YJ fi. - SEaLwr E:rvEEN" LILC 1g So3 ANGtl7R r °- tNnay.FR.lEe L t+tailan:. , :.:r""" "`z La11110N t# i$ r3 ExrEkrlat°nxL dN: rta yc A-L/2- saJ- . a. C i eta x .l-t/2 BEEF (t u 4TAPPINI• - HS. . , •:ti ::,.•. y:. APPB'Ki •SMS l __ '»?'....1.""' ! .': s`_2 - :i: :z F. IYL....F* .: '-+VA t 4 } .--..la as i / i "^Fii - ..,': y+ y ti.. ...—_ .-:.N :. . y .....,r_'3t.3 ..rr,Myyy i?- T i` K'` 4Y'# '` N. SECTION A-Q 1 t'r' T S= S ECTION A A 2 l8 tx aoa sx Ltk "To.HEao,tur., ERE, j - " 1'X 2'7/16"Xk: S ':,$`000 SJL1000SR. .__ _ TUBE JAMB <TYPa f r.. t ;JaNB ,CTYP E:NULLIUN t _. .: l:s I ;APPLIES.. TO HE4D-d (LL NI ERE 7zu h 1' iA.t a t I _ `& 7 ONS +AREj' 4tt _ I TAPPING SM01, S 16 (ll 1I8 'X 1/2 SELF, r. , .; , '!8 X 1/2 SELF ;.. ._ _..,._ ! _ MUD TAPPING sas - TAPPING'sMs .._.. '_ _-- DETAIL B _ _ 1 sn.L-cLTPy SEAUWT BETVEEN • _ s" 2 8 X 1-1/2 SELF ._ . VLNIlW FLANGES SEALANT..BETVEEN — -- I ' K 4 1 it vMOW FRAME V TF FTTVEEN;TAPPING SMS — S S. HILLIUNL ' 1 Zi r-i L MU.LI PAME Strt]ti1t0+G EDf1ENT _'` -fl71 L _ 98 ,X L L/2 SELF L I • Its X 1-1/2 SELF SECTION' A A 77) 1 TAPPING ISMS' - -- s'TAPPING'SMS u'. DETAIL, C SECTION '-A—A K31 :. SECTION A -A AUXILIARY P111TE K 1 X 4 X 1/8 _ - OR ANCHORS. REQUIRED) L iTUBE MULLION TUBE MULLION • - NO _ _ F ADDITIONAL a S,.VHEN REOU[RE 09. C 1 a A A 1000 S.H. 1000 S.H. Lj fJAMBCTYPJJAMB (TYPJ cr6KrS ./ 98 SELF TAPPING t SMS (TYP.) DETAIL B MULLION n8 X 1/2 SELF EVATIO8X1/2 SELF VIEWED L FROM EXTERIOR. k TAPPING SMS TAPPING SMS - -" FLORIDA EXTRUDERSINTERNATIONAL'trrc SANFORD, FLORIDA Try: SER. 1000/ 1500 FIN SHEET 1. OF 2 VERTICAL MULLION SECTIONS _ SEALANT BETvEEN - WDOSEALANT BETWEENvINDOvFRAME SEE OTHER SIDE (SHEET 2 OF 2) FOR L MLL F2AtL ';" CAPACITIESI DESIGN PRESSURELMULLIONLMIJLIlONj . aX I-1/2 SELF k8 X 1-1/2 SELF TAPPiNG SMS TAPPING SMS DRAWN BY: MSH APPROVED BY: i-\ Cf--Trull I I-.__ -, .,- .n-; I—— . _ I ... _ I II.. r.. IJ.r.'L S•1 - JLHF ,TYF.) lug d c 1/a ''C S.i-I. r- X c X 2/P r\ E •°Or_ I c "C t.k TLIc ern r ^\ EY C, •c$ ELF SaF C p+ Sys- - .._ TfiPPhrG 'SMS 1 9 — - i i• s i, ' •. 1 s - i. {• oI;S; - {2 2 X:zt'iif 14LLJv_ LSECd..cll7115.:X•-1/E. 6 . a (TYPJ J 3.r i iL9G SH t - =c _'_ riiwL S.H ALE M11 l uh J... ES Ci iTZ C DAME tTYFJ ;.G _.IAMB (TYPJ ,. ._.. ` r`:` [, - - -Tf L +• - . 4 +y ; '. r Sf:-t bus 1 ,_ - ... _ _ `• - c v /e SELF J-•il fT4 s1+TI3 AYCF,'LR 9 rArP NG xS X i/c' S`;F > s X 02 SELF . - .. - tTYF) s ! TAP LY SNP - TP_9Piti S+ I- M i c r 2 S_". I _ LLC>_ , cc^ ViKG^': Flgh'`S'- k.. ; e 7,ch l SzAiAtiT E_T1lEc3r - - i c. TA- Pih3 SkS i Q MEN IN' S]V :iM>i cS: - `.:..Y _ .': \ C .:: Vilv IAtS - .. Q arrr-- - S`CTiO:"d F— 7;. tl ' i..} a2 SEs= _- rR_-_AST Sis E CTHERS TAPPINGSMS + -`_' I ::,': TAP? %a SMS _ -TAIL CTI N A —A s ; __ Cs . ,ON - 4' .Y'` _ l fdfr Fr TUBE .K i felt,- - - - ._ -_ weE 'Mi.G LIF,?`i1 J FLO VT J 71 S AH f 11 i ic= S. H. IA- i O Ei TIQ I tG Y i!_ S I-F I 1;l_Y RI _XTER OF _ .. AP ir: SM Sts , INTERNATIONAL. dNC FLORIDA EXTRUDERSSANFORD, FLORIDA ' TITTLE: — `. 10 r c tJ - '_LtNGE SHEET 1 ,OF rE . f7.nR wti ' APPROVED BY: r) h 2 1 1 REVISIONS E. I DATE: ECN NO. APPVp: DESCRIPTION I 11/00 i - I )AWW I OTT, (1) WAS (2) FOR TRACK BOLT 20 G YIN. ENO STS ATTACHED TO DOOR HORIZONTAL TRACK SUPPORT BY SKIN WITH INT PATENTED TOG-L-LOC SYSTEM DOOR INSTALLER (TO SUIT) TOP. BOTTOM k CENTER). MEW "a• I I3 H GALI STEEL (LAG BRACKET. EACH FASTENED i0 WOOD YA1B El. LISTED( J) S/e' WOW LAC SCREWS, TRACK (DORY_ 1 HBLET6 AVALABLE AS AN OPr*N HEW "C• $ 000R 8 HE1CM 'L F 2' GALV. STEEL TRACK. O IN TR.1CK MICKNE55:.060" 6 K, BOTH SIDf3) OO v M. 2'.12 G GAL, STEEL TRACK BRACKETTWOPOWsIDCHOHICu (4) TRACK( BRACKETS PER SIDE. o OP REPORT#9606C LIR rTR BKE Ha12(krtAL J' 20 GA. U-BA6. U-BARS W _ 2-1-2 PATTERN (1{. TWO U-BMS ON BOTTOM SEc110N, ONE U-BARS OFN NE1(T ECTIDH. ETC) 11.5/e• SHEET METAL SCREWSLOCATIONor OPnOHAL KKrS A OPTIONAL OUTSIDE KEYED LOCK POWIDN MAX, DOOR WIDTH . IV-U' WgOF EI NAiIONe @ L D NOTE I/4•.3/4' SELF iAPPWG SCREWS. V6OM •uB ATTALIIMEM {p B ly(,r,y1 I! U ND HIN .rc to C IN_ .T hH DOORS UP i0 I'-0' HKAN CONSIST OF () SECTIONS (SHOWN)). FRONT FRAME WITH U.V. I/2 vJ L•G SCREWS ON 19 CENTERS. I' O. MIN. HEW 'B" DOORS OER ]'-0' NIGH CONSIST OF (5) SECTIONS (NOT 9HDW1N). n COATING ON OUTSIDE SURFACE WASHER REWIRED. V4 SCREW$ MAY BE COUNTERSUNK HEM' • BUT NOT REOUIRED) TO PROHOE A FLUSH MWNTINO SUI6ACE. HORIZZAL YOBS DO NOT TRANSFER LOAD. STOP MOULDING BY DOOR INS ALLER (To SUIT) 2.6 YELLOW PINE YMB 20 G u1N. GALV, STEEL END STILE 2" THICK - G1A55 TE DPTKLNAL 10 crREW I/e' AGRYUD urz wWDDW Ili< -- MOrE R INSIDE SECTION B-R 20 G CALV. STEEL INTER. STILE 25 G MIN. . 1N. IITE RETAINER 12 G GALV. STEEL LRACKSKINCOATEDWITING-40 MIN.EEL /e.J/4' PAn HEM SCREW - BRMXETS FASip/ED TO YN00 ,1WgJGALVµInNG. BAKCD-On PIUUER, (10 SCREWS PER LITE) J 8 vs $IEEVF NCHORS ON 21 CENIFLR (C-90 WITH ONE S/16"vl-S/e' LAG SCREWANTopAOATAPPLIoONPOLYESTERBLOT]() OR 24' CENTERS (2.000 PSI WIN. CONCRETE) OR PEA TRACK BRACNEf. TOP COAT APPLIED f0 BOTH sw LATCH ENGAGES I/4'.4. T/r SCREWS ON I]-1/2- CENTERS (2.000SIDESOFSTEELSKIN. 12 G GALV. STEEL TOP ONTO ERTIGL TRACK. PSTMIN. CONCRETE), WASHER INCLUDED WITH ]/19" I.D. ROUND - NN T ROLLER BATTA H EACH SIFEYE ANCHORS, I 0.0. WIN. WASHER REQUIRED FASTENERGALV (ONE PER ROLLER 19 GA cALV. STEEL CENER HINGEBRACKETATTACHEDW/(4) ONE SNAP LATCH ON WITH TMCONS. ANCi101t5 MAY BE COUNTERSUNK 2" G•LV 5TEEL TRICK FASTENED TO FASTENED LO INTER. SLICES w( J/F-TENEO 4.5/a' SHEETED INTER. STILE EACH 90E OF DOOR. ( BUT NOT REWIRED) TO PROM A FLUSH 12 G GLV. STEEL TRACK BRACKETS. FASTENED i0 ENDS i1tEa$ CACHNW%1) I!=5/b' SHEET METAL SCREWS) SHIP LAP JOINTS.REWS. MOUTHING LOAD. HORIZONTAL JANes DO NO( TRACK( ATTACHED TO FACX BRACKET 14=5//6' SHEET METAL SCREWS .CADTRANSFERLOAD. WRH ONE 1/4"a5/e' BOLT k NUT 4) 1/4'a3/4• $ELT TAPPWG SCREWS PER ENO HINGE, WTSIDEHE LE OR TWO I/4' DL4 (NETS. G WC,V. STEEL ENO ENO MNOEt EACH STILE STILE 2• DIAL SHORT STEM, 10 PALL STEEL ROUFR. f0 END INIER. j••R[ONFlf"^_•'QnMARK WF$iERFIELD. P.E. Ls W/(4) /14.s/e• IN InE µaNOLC mlE P-RFP_AIL•TKMN OF I.^c er orl:F" SE[i10tl E MARL w P.E. /4e495u-IwlR METAL DEWSuWG•LV. SHELLTAPPINGSCR3EW5• SEIf OVTSIOF KFYFn I r LOC1f flAR NORM WROUNA P.E., /23e32YEILD5TRENGM: 50 KSI LOCKENGABA IOUISIOETRACK Ofl110! EZTHEDESIGN OFTHEW`P`Rr`HGS`RVCTUR.aLFIFMENTSDESIGN LOADS: +24.0 PSF & -24.5 PSF J' TALL . 20 a, eALv. STEEL v-9ues END IDLE SIDE SHALL eE ME RESPpN51BIUTY OF THE PROFESSIONAL a'LEST LOADS: +36.0 PSF & -37.0 PSF W A2-1- SUDS BOLT OF DOOR, RECORD FOR THE BURRING OR $TRUCNRE µ0 W ACCOROµCE 2SE PATTERN (I.E. TWO UNBARS SntE LOCK ENGAGES WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON oPAnewz u¢ T ONBOTTOMSECTKW, ONE ARBAR ON NEXT INTO VER1r L THIS DRAWING. 1 SEcnON, ETC.. EACH U-BAR ATTACH NEXT TRACK, ONE RNSFR srK (D.90aa). PART NO.: WITH1/4•v3I4' SEU TAPPING SCREWS LOCK ON Unlaaa Slated OtheMXe IDEAL PER STILE LOGaTION. LOCK SIDE cw,ra.nH;el/P,oPnw„I. iMu mo4el, 312 wa4wl A Suite I600 w DOOR. el QOPAY BuaRINc PRODUGIS w. TOLERANCES are Cincinnati, OH 46202 I-513-381- 4800 SEGIIV[i A INCIOF c,yi K,.e°,"'0,,,,4'0,M • 4i • .0 - t,O3 Wm00a oaewri Faa No. I-513-762-3519 LOCK OPigN ^ / wle,evt Ra pHa conaenL Fakra Io .DD t.015 IJ G GALV. STEEL fJOTTON BRACKET. / oe...v W4 roNR.4 .000 . t.005 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-2aS DESIGN LOAD ATTACHED WITH (2) /14.5/e' SHEET METAL SCREWS. / naMwq Iw eM dome9n eIMM ALUMNUN EXTRUSION / .Do00 t.001 DRAWN BY: 8MM DATE: a/18/00 SCALE: NTS DWG. k HNYL WEATHERSTRIP. / //- /iI Degrees a t 1/2• R Third Angle CHECKEDBY: Mww DATE: a/l8/Oo SHEET 1 OF I SIZE LJ Projection + - Vnlev $fatedOUer.lae DIMENSIONS ARE IN CACHES. DWG. NO.: 102138 REV. NO. I 4 3 — 2ilj,r' I GPnonAL sse cL. Ess oR 1 a" ACRYIJC LATE$$ AVNUBL[ sEcran B-e7 N ._._J I_ I ICI I 5) INIERMEdATF STX[ S FOR 16' WIDE DOOR. I µo uREnLwEiAnNEVL. e(,uockCFi+i>?n) REV. NO. A I , IF =-- 111 rw71 1 r.=7 71ID CO C! MUULL' bKSI (25 GA ST L SKIN) MODEL 4RST (24 GA STEEL SKIN) LEATTACHEDW/ T00 )L' LOC M(TOPT& S 0 AND URETHANE ADHESIVE (ALONG CENTEcr LOCARON OF O 3 OPTIONAL OSB GLASS OR LISTED 1 8" ACRYLIC UTES AVAILABLE EE SECTION 8-8) IN. ENO STILES ATTACHED TO DOOR PATENTED TOG-L-LOC SYSTEM TTOM & CENTER). ne REPORT0606CJA25GAMIN. CALV.-/ LOCK POSITION BOTH SIDES) STEEL SKIN COATED WITH A BARED -ON PRIMER, TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT APPUED TO BOTH SIDES OF STEEL SKIN. OPTIONAL VENTS '—•— A OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH 9-0' 14x5/8" SHEET METAL SCREWS ONE 3' TALL x 20 CA U-BAR (50 KSI) PER DOOR SECTION. END SUDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SIIDF BO T LOCK OPTION O NOTE 1 DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN)). DOORS OVER 7'-0' HIGH CONSIST OF (5S SECTIONS (NOT SHOWN). 00 0 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. GA. F_ Nn NiNGFCNiNr.Fc 18 GA. INTERMFQiATE HINGE VIEW "B" .AEW 2x6 YELLOW PINE JAMB 12 GA. CALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'xl-5/8" LAG SCREW PER TRACK BRACKET. 2" GAI.V. STEEL TRACK FASTENED TO 2 GA, CALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8" BOLT & NUT OR TWO 1/4" DA. RIVETS. 2 1 REVISIONS REV. NO.1 ZONE: DATE: ECN N0. APPVD: DESCRIPTION 1I A4 I1/00 - MWW I OTY (1) WAS (2) FOR TRACK BOLT r— 2" THICK 3' TALL U-BAR 20 GA CALV. STEEL HORIZONTAL TRACK SUPPORT 13Y DOOR INSTALLER (TO SUIT) It 7/8- 16 GA GALv STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(J) 13 GA. CALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/16'x 1 -5/8' W000 LAC SCREWS, 1144x / • SHEET METAL NOTE: DOUBLE TRACK P LAP JOINTS. TRACK CONFI RATION LOW HEADROOM IS AVAILABLE AS AN OPTION 14 GA. GE, STEELENOHINGE, EACH $ mLEs %((FASTENED i) IOIii.S/8• E 511TTMEYAREW$MIN. 2` CALV. STEEL TRACKTRACKTHICKNESS: N4/4 a3/4 SE1F TAPPING L 060" SCREWS.' L 3• TALL . 20 GA GALV. = TYR. 2-1/2"x12 GA. CALV. STEEL TRACK BRACKET. STEEL U-BAR. ONE U-But ZPERSECTION. EACH 4) TRACK BRACKETS PER SIDE. U-BAR ATTACHED W WITH TWO T 4•x3/4• SELF rAPPu4c aoSCREWSmlELOCATION. LHR TOP BRACKET DOUBLE HORIZONTAL TRACK FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE DOUR TRACKVERTICALIeMB REWS O NT (WOOD FRe. I O.D.MIN. 13 cA GALV.ATT STEEL WITH TWO LOW HEADROOM OPTION1/2 x3 lAG SCREWS ON 24 CENTERS. 1" O.. MIN. B' ATTACHED MTTH TWO RtP WASHER REQUIRED. LAC SCREWS MAY BE COUNTERSUNK flbx5/e SHEET METAL SCREWS. BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING ALUMINUM D RiUSION SSB CLASS TIONAL I0 S('RESURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. & VINYL WEATHERSTRIP•8ACRYLIC DOW I ITE' STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. CALV. STEEL END STILE 20 CA. CALV. STEEL INTER. SECTION A -A (SIDE VIEW) SECTION 8-8 yERTTCAL JAIJB ATTA HM NT f - ( 10 SCREWS PER UTE) 18x3/4' PAN HEAD SCREW CONGRETF COI a MOLDED INSIDE END 8' 3 x4 SLEEVE ANCHORS ON 24 CENTERS (BOTH LITE RETAINER STILE C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR 1/4"x4" TAPCON SCREWS ON 24' CENTERS (2,000 INTE SNAP LATCH ENGAGES STIL PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONTO VERTICAL TRACK. SLEEVE ANCHORS, 1" O.D. MIN. WASHERS REQUIRED ONE SNAP LATCH ON WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILEBUTNOTREQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT EACH SIDE OF DOOR. OUTSIDE TRANSFER LOAD. OUTS HANDLE 18 GA. CALV. STEEL CENTER HINGE. FASTENED TO INTER. STILES W/(4) 14 GA. CALV. STEEL ROLLER HINGES #I4x5/8' SHEET METAL SCREWS. FASTENED TO ENO STILES EACH W/(4) 14x5/8` SHEET METAL SCREWS AND 4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. PREPARATION OF JAmBS RY OTHERS `2 OIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION/ S TION - . N_QTE 2. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTSSHALLBETHERESPONSIBILITYOFTHEPROFESSIONALOF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCENITHCURRENTBUILDINGCODESFORTHELOADSLISTEDON MARK WESTERFIELD, P.E. j lf111GDRAWING. FLORIDA P.E. 48495 ? NORTH CAROLINA P.E. 123832 4 f 3 DE KEYEDHANDLE ENOlSTILE INSIDE HANDLE OUTSIDE KEY O IOC LOCK BAR IOCKIN LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE_ {(EyFp DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. SNAP IATQd LOCK OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. conra.nr;ol/r,eana«y nrannaTen a ttaPAr BllxnKa PRoOUCTS co. Unless Steted Oth.r d.. TOLERANCES IDEAL 312 Wdnut SL SWta I600 Cincinnati, Oenof ° "-" ^ ^ rb"sdvsi°•'-'4 a'a1i°• n m« fi.bWAaE an 0 - t.03 OH 45202 Td. No. 1-513-381-48W GAUN fr1Q OCERI L Fa. No. 1-513-762-3519 t1O"` "' pne, p1of E°°°^ 1. nuk e ,,,y. r.>wn a 00 - t.015 000 - f DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD005 0000 - t.001 Degree. - t1/T DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG.RThirdMgleCHECKEDBY: MWW DATE: 4/18/00 SHEET I OF 1 SIZE BProjection - Unlaaa Staten Olherwlfe OIMFNSIONS ARE IN INCHES. DWG. NO.: 102137 1 REV. NO. 1 2 ' a DI V, C C r' n 4 ' PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 9, BAKERS CROSSING PHASE 1, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 11 CONTAINS 7970 SQUARE FEET t THIS STRUCTURE CONTAINS 1787 SQUARE FEET t TOTAL CONCRETE 651 SO. FT. t TOTAL SOD 5420 SO. FT. t LOT 13 LOT 12 1" 30' S89'34 30 E LOT 11 GRAPHIC SCALE I ' S80.06. i 0 15 30 0 iz ¢ E a___-------_5 DRAINAC_E_EASEMENT O I I N iI 0) II ) 00 PATIO' _ I 22.0' Lr) 40.0 N TRACT "D" i z r- Z 40.00' W Oc7 W aZ Ci 0 PROPOSED N I zo022890 ., 0 FINISH FLOOR I p I ELEVATION=44.5 I O A/C z II cn 5.3' N 22.0' 15.0' 19.7' I I o qti T in co Y G 2iTrFgSFS614Tz` I V 77s v 4' F FSq 50' R,gcT q Y OF BUILDING SETBACKS FLQOR SLAB EL ION FRONT: 25' REAR: 20MUST BE 16" ABOVE CROWN SIDE: 5 CORNER: 15 F ADJACENT ROAD UNLESS MINIMUM LOT WIDT 5OTHERWISE APPROVED PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 9 AS BEING S 00'25'30" W PER PLAT. FIELD DATE: ) SCALE: 1 = 30 FEET APPROVED BY: WRM REVISED: r'C LOT 10 LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINE RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATURE X PROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT A DENOTES DELTA ANGLE CONCRETE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE P) PER PLAT PT DENOTES POINT OF TANGENCY M) MEASURED TYP TYPICAL CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PD PLAT BOOK C CHORD LENGTH PGS PAGES R/W RIGHT-OF-WAY NG NATURAL GRADE ORB OFFICIAL RECORDS BOOK S0. FT. SQUARE FEET 1, THE SURVEYOR ,HAS NO%I ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS 0. 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. AMERICAN SURVEYING & MAPPING or FOR CERTIFICATION OF AUTHORIZATION NUMBER LBp6393Nk)& THE PLAN 03-07-03 CK 320 EAST SOUTH STREET, SUITE 180 r, FIRM ORLANDO, FLORIDA PLAN 2-20-03 JMLJ 32801— (407) 426-7979 WILLIAM R. M ISSCATELLO JR. PSM 4928 DATE JOB NO. ASM32923 DRAWN BY: FORM 60OA -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2289 Builder: DR HORTON Address:11H _FOkE6PO,) )9q Permitting Office: City, State:QU2 e-";C, R 3Z Permit Number: Owner: j, Q . VVZTON Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 5 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 2284 ft2 c. N/A 7. Glass area & type a. Clear - single pane 259.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.90 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 320.0ft2 _ c. N/A 14. Hot water systems 9. Wall typ;; a. Electric Resistance Cap: 50.0 gallons _ a. Concrete; tiOnsul, Exterior R=3.0, 835.0 ft2 EF: 0.86 _ b. Frame, dui Exterior R=11.0, 876.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 330.0 ft2 _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DIP -Dedicated heat pump) a. Under Attic R=19.0, 1809.0 ft2 _ 15. HVAC 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. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 It _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33145 PASSTotalbasepoints: 36048 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 03 .,OZ hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2284.0 25.78 10598.7 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1.00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As -Built Total: 259.0 13628.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 330.0 0.70 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1809.0 2.13 3853.2 Under Attic 19.0 1809.0 2.82 X 1.00 5101.4 Base Total: 1809.0 3853.2 As -Built Total: 1809.0 5101.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 161.0(p) 31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p 31.90 5135.9 Raised 320.0 3.43 1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 6217.4 As -Built Total: 481.0 4559.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details v ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2284.0 14.31 32684.0 2284.0 14.31 32684.0 Summer Base Points: 44525.2 Summer As -Built Points: 50043.1 Total Summer Points X System = Multiplier Cooling Points Total . X Component Cap Ratio X Duct X System X Multiplier Multiplier. DM x DSM x AHU) Credit Multiplier Cooling Points 44525.2 0.4266 18994.4 50043.1 50043.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 15198.9 15198.9 EnergyGaugeTTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS M 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 2284.0 5.86 2409.2 Single, Clear E 1.0 12.5 7.0 9.96 1.00 70.0 Single, Clear E 1.0 14.5 32.0 9.96 1.00 319.7 Single, Clear E 1.0 14.5 53.0 9.96 1.00 529.5 Single, Clear S 1.0 5.0 10.0 7.73 1.02 79.0 Single, Clear S 1.0 7.0 23.0 7.73 1.00 177.8 Single, Clear W 1.0 10.0 39.0 10.74 1.00 418.7 Single, Clear W 1.0 11.0 7.0 10.74 1.00 75.2 Single, Clear W 1.0 3.0 8.0 10.74 1.02 87.7 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 9.0 32.0 10.74 1.00 343.5 As -Built Total: 259.0 2619.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 330.0 1.80 594.0 Concrete, Int Insul, Exterior 3.0 835.0 3.80 3173.0 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.0 4016.0 As -Built Total: 2041.0 5519.0 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1809.0 0.64 1157.8 Under Attic 19.0 1809.0 0.87 X 1.00 1573.8 Base Total: 1809.0 1157.8 As -Built Total: 1809.0 1573.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 161.0(p) 1.9 305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p 2.50 402.5 Raised 320.0 0.20 64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 369.9 1 As -Built Total: 481.0 978.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®iFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS. Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2284.0 0.28 -639.5 2284.0 0.28 639.5 Winter Base Points: 6747.5 Winter As -Built Points: 10225.1 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) 10225.1 1.000 1.078 x 1.160 x 0.92) 0.432 0.950 4828.0 6747.5 0.6274 4233.4 10225.1 1.00 1.150 0.432 0.950 4828.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I 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 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 18994 4233 12820 36048 15199 4828 13118 33145 w yo4zHE sryr° EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB J3.2 FORM 60OA-2001' Code compliance checklist Residential Whole Building Performance Method A Details I 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 cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA_99 f1T1-FAR DRF_Qr PlPTIVF MFASI IRFS /mutt hP mat nr Pyr_pprlprl by all rPcirIIPnr-Ps_1 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 efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers.shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EP DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* - ;. The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 5 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) . 2284 ft2 c. N/A 7. Glass area & type a. Clear - single pane 259.0 112 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC -single pane 0.0 ft2 _ HSPF: 7.90 d. Tint/other SHGC -. double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 320.0W _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, hit Insul, Exterior R=3.0, 835.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 876.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 330.0 ft2 _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a, Under Attic R=19.0, 1809.0 ft2 _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thennostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone.cooling, MZ-H-Multizone heating) 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. fmal inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: 40b Date:l 2 Address of New Home: ) City/FL Zip: l q -qqi3 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 EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or seethe Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) For: DR HORTON Notes: DR HORTON--MODEL 2289 6 n l 'u ., g Desr n In=formation4024,_. , . Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 36319 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 36319 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2284 2284 Volume (ft3) 18742 18742 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 219 125 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.0 HSPF 0 Btuh @ 47°F 0 OF 1600 cfm 0.044 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 30460 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 31306 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Btuh Total latent equip. load 7514 Btuh Total equipment load 38820 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightr.6ft Right -Suite ResideetigiTM 6.0.64 RSR26016 ACC% E:\Files\DR HORTON 2002\2289\2289.rsr 10.0 EER 32900 Btuh 14100 Btuh 47000 Btuh 1600 cfm 0053 cfm/Btuh 81 % ZOQZ•M r-4196,Z;54 Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 18742 ft3 x 0.0167 = 219 cfm 2. Winter infiltration load 1.1 x219 cfm x 32 °F Winter TD 7712 Btuh 3. Winter infiltration HTM 7712 Btuh / 297 ft2 Total window = 26.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18742 ft3 x 0.0167 = 125 cfm 2. Summer infiltration load 1.1 x 125 cfm x 18 °F Summer TD = 2479 Btuh 3. Summer infiltration HTM 2479 Btuh / 297 ft2 Total window = 8.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 125 cfm = 3692 Btuh Procedure o - equipment sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 31306 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 3692 Btuh Equipment sizing load - latent = 7514 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. z-- vvright50ft Right -Suite Residentibi- 5.0.64 RSR26016 m E:\Files\DR HORTON 2002\2289\2289.rsr 2002-Mar-01 08:28:50 Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: 7th Ed. 1 Name of room Entire House MBTH WIC MBRj4MANUAL2Lengthofexposedwall274.5 ft 20.0 ft 16.0 ft 14.0 ft 3 Room dimensions 8.0 x 12.0 ft 9.0 x 9.0 ft 16.0 x 15.5 ft Ceiings Condit. Option 8.2 ftheat/cool d 8.0 ft heat/cool 8.0 ftj heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg W) Htg Clg ft) Htg Clg W) Htg Clg W) Htg Clg 5 Gross a 14B 4.6 2.1 999 160 72 112 Exposed b 12C 2.9 1.9 971 0 0 0 walls and c 13C 3.2 1.2 330 0 56 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 206 7614 7 259 0 0 32 1183 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0„ d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0*' 0 0 7 Windows and North 20.4 42 849 0 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 ii*} 0 0 0 0 0 Cooling E/W 56.8 210 11919 7 381 0 0 32 1741 SE/ SW 0.0 0 0 0 0 0 0 0 0 South 30.4 7 224 0 0 0 0 0 0 Horz 0.0 0**** 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 38 717 484 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 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 2.1 835 3848 1719 153 705 315 72 332 148 80 369 165 exposed b 12C 2.9 1.9 876 2523 1703 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 330 1040 386 0 0 0 56 176 66 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 1809 3068 4027 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c O.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0 Note: room b 19G 1.1 0.0 320 364 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 297 7712 2479 7 182 58 0 01 0 32 831 267 13 Subtotal loss=6+8..+11+12 33017 1664 923 2745 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10% 3302 10°/ 166 10°/ 92 101/ 275 15 Total loss = 13+14 36319 1830 1015 3020 16 Int. gains: People @ 300 7 2100 0 i 0 0 0 1 300 Appl. @ 1200 2***' 1800 0 0 0 0 0 0 17 Subtot RSH gain=7+8. +12+16 27691 754 214 2473 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 2769 10"/ 75 10°/ 21 10°/ 247 19 Total RSH gain=(17+18)*PLF 1.00 30460 1.00 830 1.00 235 1.00 2720 20 Air required (cfm) 1600 16001 81 44 45 12 133 143 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrogl ttsoft Right -Suite ResiderdialTm 5.0.64 RSR26016 2002-Mar-01 08:28:50 AC- C P, E:\Files\DR HORTON 2002\2289\2289.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room UTIL 1/2 BTH FAM KIT 2 Length of exposed wall 9.0 ft 5.0 ft 31.0 ft 9.0 ft 3 Room dimensions 6.0 x 9.0 ft 5.0 x 9.0 ft 17.0 x 16.0 ft 10.0 x 20.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool 9.0 fti hea/cool 9.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg 1 ft') Htg Clg W) Htg Clg ft2) Htg I Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 0 0 311 81 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 72 40 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 0 0 0 0 10 370 glass doors b 8C 37.0 0 0 0 0 53 1959;;* 0 0 Heating c 9C 38.7 0 0* 0 0**** 0 0 0 0 d 0.0 0 0 0 0'*" 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 0 0 10 204 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling E/W 56.8 0'*' 0 0 0 53 2883 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 0 0 0 0 0 0 0 0 Horz 10.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 b I 11A 18.9 12.7 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 0 0 0 0 0 0 258 1189 531 71 327 146 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 72 227 84 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 282 478 628 210 356 467 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 9 233 0 5 130 0 31 804 0 9 233 0 Note: room b 19G 1.1 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 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 0 01 0 181 467 150 53 13761 442 10 260 83 13 Subtotal loss=6+8..+11+12 460 1063 5806 1546 Less external heating 0 0 0 i"' 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 46 101/1 106 10°/ 581 10°/ 155 15 Total loss = 13+14 506 1169 6386 1700 16 Int. gains: People @ 300 0 0 0 0 4 1200 0 0 Appl. @ 1200 1 600 0 0 0 0 1 1200 17 Subtot RSH gain=7+8..+12+16 684 426 5685 2101 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10"/ 68 10"/ 43 10% 568 10% 210 19 Total RSH gain=(17+18)'PLF 1.00 753 1.00 469 1.00 6253 1.00 2311 20 Air required (cfm) 22 40 52 25 1 281 328 75 121 Printout certified by ACCA to meet alt requirements of Manual J 7th Ed. wr gl 1t50fC Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCK E:\Files\DR HORTON 2002\2289\2289.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING ,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room DIN/LIV/FOY BR2 BR3 HALL BTH 2 Length of exposed wall 57.0 ft 31.5 ft 23.5 ft 5.5 ft 3 Room dimensions 20.0, x 19.0 ft 12.0 x 16.0 ft 12.0 x 15.0 ft 6.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft heat/coo1 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg W) Htg I Clg ft') Htg Clg ft') Htg I Cig W) Htg Clg 5 Gross a 14B 4.6 2.1 263 0 0 0 Exposed b 12C 2.9 1.9 63 252 188 44 walls and c 13C 3.2 1.2 162 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 77 2846 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 0;*; Heating c 9C 38.7 0 0 0 0 0 0 0 0**,. e0 0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 319 0 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0;}i; 0 Cooling E/W 56.8 54 3433 16 870 16 870 0*; 0 SE/SW 0.0 0 0 0 0 0 0 0' 0 South 30.4 7 224 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0"*' 0 0 0 8 Other doors a 11A 18.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 00 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 201 926 414 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 48 138 93 236 680 459 172 495 334 44 127 86 walls and c 13C 3.2 1.2 162 510 190 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 2.2 400 678 890 192 326 427 180 305 401 108 183 240 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 01 0 0 0 01 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 57 1477 0 0 0 0 0 0 0 0 0 0 Note: room b 19G 1.1 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 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration 1 26.0 8.3 97 2519 810 16 415 134 16 4.15 134 0 01 0 13 Subtotal loss=6+8..+11+12 9473 2012 law 310 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 947 100/( 201 10°/ 181 10°/ 31 15 Total loss = 13+14 10420 2213 1988 341 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 6927 1890 1739 326 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10% 693 10"/ 189 10°/ 174 10°/ 33 19 Total RSH gain=(17+18)*PLF 1.00 7620 1.00 2079 1.00 1913 1.00 359 20 Air required (cfm) 459 400 98 109 1 88 100 15 19 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w®^egF7t50fC' Right -Suite Residentiall" 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCA E:\Files\DR HORTON 2002\2289\2289.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: 7th Ed. 1 Name of room LOFT/BR5 BR4j4MANUAL2Lengthofexposedwall12.0 ft 41.0 ft 3 Room dimensions 12.0 x 19.0 ft 19.0 x 11.0 ft Ceiings Condit, Option 8.0 ft heat/cool 8.0 ftheat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg Clg I ft2) Htg Clg ft2) Htg I Clg Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 0 Exposed b 12C 2.9 1.9 96 328 walls and c 13C 3.2 1.2 0 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 f 0.0 0.0 0 0 6 Windows and a 1C 37.0 16 591 32 1183 glass doors b 8C 37.0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 d0. 0 0 0 0 0 e 0.0 0 0 0 0 f 0.0 0 0 0 0 7 Windows and North 20.4 16 326 0 0 glass doors NE/NW 0.0 0 0 0 0 Cooling E/W 56.8 0 0 32 1741 SE/ SW 0.0 0 0 0 0 South 30.4 0 0 0 0 Horz 0.0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2.9 1.9 80 230 156 296 852 575 walls and c 13C 3.2 1.2 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 228 387 508 209 354 465 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 Note: room b 19G 1.1 0.0 111 126 0 209 237 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0. 0.0 0 0 0 0 0 0 floors) f. 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 16 415 134 32 831 267 13 Subtotal loss=6+8..+11+12 1750 3458 Less external heating 0 0 Less transfer 0 0 0/ 1 14Ductloss10°/ 175 10°/ 346 15 Total loss= 13+14 1925 3804 16 Int: gains: People @ 300 1 300 0 0 APpl. @ 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1423 3049 Less external cooling 0 0 Less transfer 0 0 18 Duct gain 10°/ 142 10°/ 305 0 19 Total RSH gain=(17+18)*PLF 1.00 1565 1.00 3353 20 Air required (cfm) 85 82 168 176 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gl ttSoFC Right -Suite ResidentialT" 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCP, E:\Files\DR HORTON 2002\2289\2289.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 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 MBTH a n e a c n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 WIC MBR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 1/2 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 M KIT a n s a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIV/FOY a n s a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6 a n w a c n 0 d 1 1 90 1.0 1.0 4.0 6.0 54.4 39.0 0.0 a n w b e n 0 n 1 1 90 1.0 1.0 4.0 7.0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 I HALL BTH LOFT/BR5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 A-- vvrightSOfC Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50 m E:\Files\DR HORTON 2002\2289\2289.rsr Page 1 a n w b c n 0 d BR4 1 1' 90 1.0 1.0 4.0 5.0 54.4 32.0 0.0 ti WrIgh tSCft Right -Suite Residential"" 5.0.64 RSR26016 2002-Mar-01 08:28:50 E:\Files\DR HORTON 2002\2289\2289.rsr Page 2 m E VOOM F/ OND. LOCATION C11Cp0.) 1 Np 1 " 5 L— 1 ti;l is•aN fYSN arrsAD. r ba h duct . Y MD.YoricnvBEDROOMROOM ILrm 5 1Ox6 1 12x6 Ixcd 12x12 t3ctl33045145 C.I. a s. N 10' r T 10' 3' bath duct 4• to —P cap _ I ... 12 4.14 B 1OTCmRm 1 ion 9x4 1•Cd I a I a l I 1Ox6 O sl 10 Rx4 wcId 25 i20d40J 1p 4.0 TON V/IOKV E240V 1PH j OUm 10x16 plen plat Form by 00 1 to rooi Cap ' r 42X42 A/C SLAB 6 r-- I BY BLDR MIN 3' bath ductCap R ROOM 3 16• 10- 2' FROM WALL w/Fanoroof 7• 6 L--- m7*14x8 Iwcd 6• 5' 200 4' - Ce mq GARAGE 9' Tm 16' O nhu iii]aa l Po G ROOM 1 r*f'u as 11 14.8 1+cd LK 0 D0.1L/l I1lpI! T' 200 r••r x T•.r ox son W10 1. 12x6 LCd175 n)]s•y. L--rr v i 5 O N ZCV O ll ONcp` 3 0 R M S y Oo z >Q O NCL W uj O Of 0 M Z 0 Q 0 CD MCTN N V l I..L Cu l , ^ J Q N V 1---I Rating zo r E0 4 m Z m< Y MiTeke February 13, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331.4627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I217751.5 thru I21.77546. Total : 32 drawings. Job :DR2289A Builder :D. R. HORTON Location :BAKERS CROSSING, I.OT . County : S EM INOL:E q Truss Lmigineer :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) 32 Truss drawing. 2) Truss Index. February 1.3, 2003 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. TRUSS INDEX OF JOB DR2289Aa Trusses included=32 0,"\DR2289A\a.tre" 12177515 1,"\DR2289A\a1.tre" 12177516 2,"\DR2289A\a11.tre" 12177517 3,"\DR2289A\a1a.tre" 12177518 4,"\DR2289A\a2.tre" 1.2177519 5,"\DR2289A\a7.tre" 12177520 6,"\DR2289A\a9.tre" 12177521 7,'1DR2289A\agab.tre" 12177522 8,"\DR2289A\b.tre" 12177523 9,"\DR2289A\b1.tre" 12177524 10,"\DR2289A\bb.tre" 12177525 11,"\DR2289A\bbgab.tre" 12177526 12,"\DR2289A\bgab1.tre" 12177527 13,"\DR2289A\e.tre" 12177528 14,"\DR2289A\egab.tre" 12177529 15,"\DR2289A\f18.tre" 1 2177530 16,"\DR2289A\f19.tre" 12177531 17,"\DR2289A\f23.tre" 12177532 18,"\DR2289A\f23a.tre" 12177533 19,"\DR2289A\ff19.tre" 12177534 20,"\DR2289A\fg19.tre" 12177535 21,"\DR2289A\fg23.tre" 12177536 22,"\DR2289A\fg23a.tre" 12177537 23,"\DR2289A\j.tre" 12177538 24,"\DR2289A\k.tre" 12177539 25,"\DR2289A\ka.tre" 12177540 26,"\DR2289A\I.tre" 12177541 27,"\DR2289A\Ia.tre" 12177542 28,"\DR2289A\m.tre" 12177543 29,"\DR2289A\ma.tre" 12177544 30,"\DR2289A\mt.tre" 12177545 31,"\DR2289A\s.tre" 12177546 March 13, 2002 a responsibllilyybi the ereclor,,Additiondfyper janent,rbrbcingsoftthe-overoll structure IseQhe re didiri lafii lion' quality control, storagd,'dellver er'ection'dnd bracln consult"644qqQYYq• Handling Installlna and Bracing Btcommondetlon ovaliabie from Truss Plate Institute 583 D Qr 4 10 lnsure'stablllty dwn9 c' KnsirYc bnhis ihe`^ bulldln%A"Igne general quldance' ac ate A d;'DSB-89 Bracing Speyfncatlon dsnd HIB 99 on, WI53719_ i&'R ` .4 - z. J 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. For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 J2 J3 J4 TOP CHORDS cz c3 WEBS J5 0cc 0 a V0 a ce c, cb 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 M1 MiTek® TM PANEL CLIP HYDRO-AW 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, 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 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. N i Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 Qty Ply HORT N 2289 A DR2289A A 16472 Segovia Cir. N. ROOF TRUSS 3 1 12177515 y Pembroke Pines, FI 33331-4627. o tionall AC U-.PAN-TH, LON W D, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 90 9OU-1 MiTek Industries, Inc. Wed Mar 13 1: 4 2002 Page 1 1-0-01 6-1-4 1 1-8-0 17-2-13 23-4-0 1-0-0 6-1-4 5-6-1 2 5-6-12 6-1-3 Scale = 1:41.7 4x6 = 4 6.00 12 2x4 \\ 2x4 3 5 6 2 1 v 0 0 3x4 = 8 7 3x4 = 3x4 = -5x6 - 7-1 1-8 15-4-9 23-4-0 7-11-8 7-5-0 7-11-7 Plate Offsets MY): [ :0-0-0,0-0-01,[5:0-0-15,0-2-01,[7:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in Voc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 105 lb LUMBER BRACING TOP CHORD .2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1081 /0-4-0, 2 = 1 172/0-4-0 Max Horz 2=198(load case 4) Max Uplift6 = -587(load case 5), 2=-681(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1703, 3-4=-1476, 4-5=-1476, 5-6=-1702 BOT CHORD 2-8 = 1510, 7-8 = 1035, 6-7 = 1509 WEBS 3-8 =-355, 4-8 = 534,- 4-7 = 533, 5-7 =-354 NOTES (5-4) 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 25 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/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. j% 01113LOADCASE(S) Standard t : • Ala. 4 51 f 7a "t hSTATE OF TI1Lo 2002 i _ • d" - -. ..;... y b „i. 1 ,. iPt'±`-C4YS s'4.'`wis t'v .. y!~yrppy:.— _ _ - 9 — _ _ — '`Y ` s®Vi9R1VIN ve'{jy design pdram4[ers a• tEa I D,.a.NO.. s. TAES ONTffiS AND,VE1»3+S,EBJmiE,w.aj;HEoFeO.. n.€R onrydw: rydlkJual 0rR b#,uPl-Il'd? a ao1h: ar.s'' ii - dd,;. i, iie:onlyupoptaes - r.. cbnA ., d. eslq' on,^ to"t.rvb IDnestsaigllned_l.a ky`adudver-t :.glry + tApplli-r, a„ blllty t q-Eb:,,K:fjUei.sS_pEo,,Y,n;r.rs. i,,'b.` llity, ofr,leq9.. ` s•:, . - esq Spaamefewanpunsef deslgrei Bracinqfttownb"4or lateral-suppod ofklndNklual` weti members only;' Addlttbnal;Temporary;bracinq ta Insure sT:ati y dw gr:consfruc bn bihe r> , _ elector: Addltbri6lparmanenttbr>9driq<okthe.:ovewlldslrucl ure als;ihe,;;reSponslb8py'of ihe.: buildgF?tle§1q or 3 resp'onsibillt f qgr the r, s ..k <.. .- -r .+Yb '•c-, - Vic;. - N,.;,,. regardlriq fa 'ration, quality` control, sforage;,dellveery;;'erection and biaclnq, consult}CST•88 Cua1M.y=Standard; DSB 89 8`rpdng S erHlc ion dnd H18 91 -: Handlina Installing and Bracing Rocommendatlorravallable from Truss Plate Institute 583 D Ono{filo Drlve Madison, WI53719;% crt ', f ` tB Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 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. FORM018,019 a • — J2 J3 J4 TOP CHORDS cz ca CrWEBS J5 oCr o O a ce c ce 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 MiTeko PANEL TM CLIP GANG-f%WL ® . HY0R0v4/RO 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. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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'o camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. F- ACt'U3PAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 RAiTek Industries, Inc. Wed Mar 13 08:51:05 2002 Page 1 Scale 1:42.S LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/clefl PLATES GRIP LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D -TOP CHORD Sheathed or 3-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-1, oc bracing. FORCES (lb) - First Load Case Only 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 25 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/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 6, 569 lb uplift at joint 2 and 700 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard No. 4.5161 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 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. BEARI,NG Indicates location of joints at which bearings (supports) occur. FORMOM01'9.'_' Numbering System J2 J3 J4 TOP CHORDS c2 c QNWEBS JS o _ o UU; '' ; O d O a ce C ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM 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 MiTek O TM PANEL CLIP 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. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or 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. c <:I 1 Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H RTON 2289 A D 2289A All ROOF TRUSS 16472 Segovia Cir. N. 1 1 12177517 Pembroke Pines, FI 33331-4627. optional) AC-C-U—SPAN-TH, LONGWOZ-D, —FL, MiTek Industries, Inc. 4.201 SR1 s Aug 90 9001 MiTek Industries, Inc. Wed Mar 13 08:51:05 2002 Page 1 1-0-9 5-9-4 11-0-0 12-4-1 17-6-13 23-4-0 1-0-0 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 Scale 1:42.3 4x6 4x6 4 5 6. 0 0 T2- 3x6 o M 3 6 L6 7 2 o 3x6 11 10 9 8 3x6 2x4 11 3A 5x6 2A 11 5-9-4 11-0-0 12-4-1 17-6-13 23-4-0 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 Plate Offsets (X,Y): [2:0-0-0,0-0-01, [5:0-3-1,0-2-0j, [6:0-2-15,0-1-81, [8:0-0-13,0-2-01, [9:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/clefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.10 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/clefl = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 1. X 4 SYP No.2D TOP CHORD Sheathed or 4-5-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1079/0-4-0, 2 = 1175/0-4-0 Max Horz 2 = 189(load case 4) Max Uplift 7 = -580(load case 5), 2=-695(load case 4) FORCES Vb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1 937, 3-4=-1357, 4-5=-1 139, 5-6=-1358, 6-7 =-1950 BOT CHORD 2-11 = 1639, 10-11 = 1639, 9-10= 1139, 8-9 = 1653, 7-8 = 1653 WEBS 3-11 = 133, 3-10 = -579, 4-10 = 338, 5-9 = 341, 6-9 = -595, 6-8 = 141 NOTES (6-5) 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 25 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/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 poncling. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 580 lb uplift at joint 7 and 695 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard No. 4.5161 eon-'\ STATE' F 2002 oni AC sed ni, cl. Tons 4N 0K ' 0-104fff,. R W Ulldh IIn -Y I EmwAm14, V Fie% M fi,4 upaing lesi piocing,shown4 won ng o insure0ollilys.0"Jill I 40' g-T:-T e*, ov If. set," 146?41ith.Vdffl e b6 Id-t- -;,% F lb d'!&,-46alftj ntf&,'JsMW69- n' n jr1g,-consun, Q5T-8a12U6IRj if6iiddtd'DSg,-6 Pe, H ndlingInst 'llirfq I from Tiuss Instli6ti,4,'&'O tiio Diive, Mocilson, WI 537acindBracingRecommond 114 L. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FOOMoi J2 J3 J4 TOP CHORDS a c J5 0NAZI0 0 0;; O a s+ M O a cs V u 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 MiTek® PANEL IBM TM A CLIP OfY®RD-AW 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. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or 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 runs Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H PITON 2289 A 12177518 DR2289A AtA 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 6 1 optional) A U- PAN- H, LONGWOOD, FL, Mi ek Industries, nc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Mar 1 : :05 2002 Page 1-0-0, 6-2-12 11-8-0 19-5-12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale = 1:42. 4x8 II 4 6.00 FIT 2x4 = 3 2x4 II 5 8 5x8 = 6 m 2 ro O 3.00 FTT 3x6 7 3x4 = 5x6 = 9-10-0 19-4-0 23-4-0 9-10-0 9-6-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.21 8 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.63 7-8 >439 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.17 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/deft = 360 Weight: 104 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-9 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 4-7 REACTIONS (lb/size) 6 = 1081 /0-4-0, 2 = 1 172/0-4-0 Max Horz 2 = 198(load case 4) Max Uplift6 = -587(load case 5), 2=-681(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=16, 2-3=-3138, 3-4=-2516, 4-5=-1872, 5-6=-1927 BOT CHORD 2-8 = 2861, 7-8 =1585, 6-7 =1701 WEBS 3-8 = -532, 4-8 =1533, 4-7 =173, 5-7 = -356 NOTES (6-5) 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 25 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/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. j LOAD CASE(S) Standard ,`•;. Y rr f" t NO, 4.5161 0•. STATE OF V oRtoa QNaf. r`:1f i J.2C;1? March 13,2002 nisi i,]A, w ',:-d --..aM'I 'l -':..: ... : 'ul., .N:--.tva. ., ..'. .. .:}:.. `• \ i.'_.. _ ,fir%'." J l..e. 4:Y>:t.,.F...'+.r ^':4u'!-.. -.:M _ y.!•3 Y.-`LR.: - - ram+ K ram" sr, 4 FNed pamm wa+ r ONTHIS h"oww and' lleeir d;abqC ed ve llCaytytiApplieaa'pny of d.f.Ameters'andrproj ef'hn orpoiatic,. iScomponenvii;responslb`Iflty:olNbulldln. esIq not. buss deslgnet Braclnq shown Is, suppo, otlndW Iduclfwe6'members onty"Addflbna:femporory(bracing.fo;lns0restabllltyrinq constiucfhn is th'e i res onellt-AddttiondleApgfine4 W6%1.1he overall stiuctrit'eTls=thetespon41t5Nty ol.fheNbull{iln .4e-f n°err`- H "}.-k•+.; +. v^y,l lw rYS.? - (.IGS F G.. F f,/AS`:Rl: d" *•Fa a`;^h¢} K`, •+ I Ilabr atlon, quallly control,`'stoiage,4dellvety, et6btlon and•braclriq;:consutlsG5T,88 Oua18y-Standcrd; DBB•89rgraping lipeciRcatlon, and HIB=91 ®' galcil r" Handlln4 I- tailing and Bracing Rodommendatlonavdllable Irom Truss Plate Institute 583yaD,On6frb Drlve, Madlson, Wl5371"9" Symbols PLATE LOCATION AND ORIENTATION 11/. * Center plate on joint,unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and sec urely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 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 t 3' Indicates location of joints at which bearings (supports) occur. J2 J3 J4 TOP CHORDS c2 ca r WN _ EBS J5 0cc 0 U O O U a ce a ce 00 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 MlTek® TM CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or 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. FORM01861 9,' Job Truss Truss Type JUNAIDIE SUDIMAN PE #45161. Qty ply HORTON 2289 A D92289A A2 ROOF TRUSS 16472 Segovia Cir. N. to I 12177519 Pembroke Pines, Fl 33 331-4627 optional) SPAN FL, MiTek Industries, Inc. ------- 4—.20-1 SRI s Aug 20 2001 MiTek Industries, Inc. Wed Ma-r--1-3 -51 :06 2002 Page 1ACCIJ- -TH, LONG—W-O-G—D, 1-0-01 6-2-12 11-8-0 15-6-4 19-8-0 1-0-0 6-2-12 5-5-5 3-10-4 4-1-12 Scale 1:36.4 4x6 4 3x4 6.00 FTT 2x4 3 C 9 5x6 8 2 3 x4 z 0;1 1 3.00 r17- 3x4 3x4 z 9-10-0 1 14-7-4 19-8-0 9-10-0 4-9-4 5-0-12 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.14 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.43 2-9 >542 BCLL 0.0 Rep Stress Incr YES WEI 0.71 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-2-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1001 /0-4-0, 7 = 910/0-4-0 Max Horz 2 = 301 (load case 4) Max Uplift2 = -597(load, case 4), 7 = -469(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 16, 2-3 =-2439, 3-4=-1 797, 4-5 =-I 123, 5-6 =-O, 6-7 =-146 BOT CHORD 2-9 = 2224, 8-9 1093, 7-8 = 977 WEBS 3-9 = -558, 4-9 1175, 4-8 = -106, 5-8 = 168, 5-7 = -1343 NOTES (6-5) 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 25 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, 1 condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 597 lb uplift at joint 2 and 469 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1- 1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED- ON THE PARAMETER INDICATED. LOAD CASE(S) Standard ..! .......... No. 4.5161 STATE F A OR a qp..1 3,2002 W.- WDE RE;USZPyN-TMANDREiallfso, 6-mile ME%, Tot InSTO 15'. n a p F opR1n04100000"VeFlicall v erAncVpoFaTlon- pom,p.onenT,isaesponsiDiiiTw.Vtrv>uiiainw!"AppmomiTy a lindlylaud web merni iD6ii,Vn fe- p iary,Diac1ngAokIhsu WLstdblh -mag -'tr- Upo Addfflorio - y'.QVIth — I lhe Q Nil, I Tr-C li` Me AM '"Hillmg, f y C.111101',A' I .111i'v, 9' n and oracing,-,.consuiT.,rabi,av7wuainy'sland, I P M;, Ifl;cylon;- W' tallinq and Bracing Roo M . i! 583'D-'0n6fil6 1)6e, Macilson;W1 5VIl0- an no 1:16 from Truss Plate InstRut 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 sec urely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/.Gang-Nall Joint/Plate Placement Chart. 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. 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 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 M1 M Teke FORM016 Q, GANG -NAIL ® NYORU- AIR @ TM PANEL CLIP . 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, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is "to camber for dead load deflection 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss s Type JUNAIDIE BUDIMAN PE #46161 ty Ply H RT N 9 AROOF16472SegoviaCir. N. 12177520 optional) DR2289A A7 TRUSS Pembroke Pines, FI 33331-4627: 1 1 A U- PAN-TH, L N W D, L, MiTek Industries, Inc. 4.201 SR1 s Aug 90 9001 MiTek Industries, Inc. Wed Mar 1 :51:0 0 Page 1 1-0-0 3-9-4 7-0-0 11-8-0 16-4-1 19-6-13 23-4-0 T 1-0-0 3-9-4 3-2-12 4-8-0 4-8-0 3-2-12 3-9-3 Scale = 1:42.1 5x8 = 2x4 II 5x8 = 4 5 6 6.00 12 2x4 2x4 i 3 7 8 2 0 Io 3x8 = 11 10 9 3x8 = 3x4 - 5x8 = 3x4 = 7-0-0 11-8-0 16-4-1 23-4-0 7-0-0 4-8-0 4-8-0 6-11-15 Plate Offsets (X,Y): [2:0-8- ,0-0-1 1, [4:0--0,0-2-121, [6:0-2-1,0-2-121, [7:0-1-0,0-1-151, [8:0-8-8,0-0-101, [9:0-1-15,0-1-81, [10:0-4-0,0- - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.24 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.29 10-11 >956 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.11 8 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 122 lb LUMBER BRACING TOP CHORD2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-0-13 oc purlins. 4- 6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. BOT CHORD.. 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 8 = 2193/0-4-0, 2 = 2284/0-4-0 Max Horz 2=135(load case 4) Max Uplift8=-1281(load case 4), 2=-1487(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4228, 3-4=-4058, 4-5=-4347, 5-6=-4347, 6-7=-4056, 7-8=-4225 BOT CHORD 2-11 =3728, 10-11 =3677, 9-10=3676, 8-9=3724 WEBS 3-11 =-95, 4-11=815,4-10=837, 5-10=-810, 6-10=839, 6-9=814, 7-9=-92 NOTES ( 7-6) 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1281 lb uplift at joint 8 and 1487 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(s) load(s) 602.71b 724.81b 16-4-1, orconnection(s) required to support concentrated down and up at and i 603. 21b down 725.01b 7-0-0 bottom Design for is delegated to the ?lQy andupatonchord. unspecified connection(s) ..Ia. buildingdesigner. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. '4p'•. r r' LOAD CASE(S) Standard * : C1 4 j11 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-6=-160.3, 6-8=-74.0, 2-11=-20.0, 9-11=-43.3, 8-9=-20.0 j Concentrated Loads (lb) O: Vert: =-603.2 9=-602.7 •' •` ar t n i 3 arch 1 02 a^ 5 r.: ....,. .. ..: :: .fir. ..r-.. o:e< .. -.. .:t. -.. ..v r...,. t..:a+<r1 :a r W. ,'. .::-..•.. .r._:. .. .:_ . - _ ,::m,m .a.:f¢ _.rd.;- - rip 0 . c... w..-*; 6ad.i<6 " .' 'Si=" :%X'' .: y wall 3torNy ITti'MRekonect r.Trh Ibaseionlyupon paramefe,orSd k o dnd ndlWelu I alfed?IoScJedalert oltyAppllcoblllt 01111!1 mnstuctbn Is the r ,, soft h.p i5"ferg chcJ proper-Incorpo[atbn fmps;ponwreslgne ,TBracln9shown•,ktdr lateralsupport4ofIndNkluaOw.eb members onN'sAddttbnal temporrary,bracinp fo Insure' tablll y dEnt Y51 `r;qudlltyesb- 1111, y` r..oft}ie erector?Addlibn-;Vi err QfY@ri;br clrli9:^of ihe„overallsstrucfutek ih e. esponslbltlty of theyulkli.Q"`"g conhol;'orcge?Cr elNeiy"er9otbn andtracings GonsultGST88'GualHy 5lcndard;'1SB•89diacl5 n9 at' andHIB 91'" Handlingalnstalllnq Ill Rocommondatlon from Truss Plate Institute 583 D''bri&b-Drive, MadBon, W15371,9.- and cvallable d^'> ji•,.s ' ai s'r`Y`si`f=.. . •"2` a., ..,.'.' .c.:irz +, .. - is t... arca_ '.. - ,: f _ "fir_-:.... •- . _ ___b5sa` _;«.!. 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. For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE- SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. 0 ,. BEARING x Indicates location of joints at which bearings (supports) occur. F6RM018{Q19 ql' J2 J3 J4 TOP CHORDS c2N ca WEBS O_ oJNO a ce c7 ce0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke PANIEL TM CLIP HYDRO -AIR sc 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, 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is'to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. J ob I rus s ussTruss Type JUNAIDIE BUDIMAN PE #45161 TRUSS ty Ply H RTON 2289 A DR2289A A9 16472 Segovia Cir. NROIDF 12177521 Pembroke Pines, FI 33'331-4627. optional) ACCU-SPAN-TH, LONGWOOD, FL 4.201, SR1 s Jan 2 002 mi rek Industries, Inc. Tue Mar 12 13:06:29 2002 Page 1 1-0-0 i 4-9-4 9-0-0 14-4-1 18-6-13 23-4-0 1-0-0 4-9-4 4-2-12 5-4-1 4-2-12 4-9-3 Scale 1:41.7 4x6 4x8 4, 5 6.00 [1-2 2x4 2x4 3 6 7 2 F= 0 U4 9 3x4 U8 5x6 9-0-0 14-4-1 23-4-0 9-0-0 5-4-1 8-11-15 Plate Offsets (X,Y): [5:0-5-4,0-2-0], [8:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in 000 I/clefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.08 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7-8 >999 BCLL 0.0 Rep Stress Incr YES W13 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANS195 1 st LC ILL Min I/clefl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP"No.2D TOP CHORD Sheathed or 4-8-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1081/0-4-0, 2 = 1172/0-4-0 Max Horz 2 = 163(load case 4) Max Uplift7 = -556(load case 5), 2 -720(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1773, 3-4=-1439, 4-5=-1295, 5-6=-1439, 6-7=-1772 BOTCHORD 2-9=1568,8-9=1295,7-8=1567 WEBS 3-9 = -317, 4-9 = 286, 5-9 = 0, 5-8 = 285, 6-8 = -316 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 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/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 556 lb uplift at joint 7 and 720 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard XVIE B3 No. 4.5161 STATEOF 0 1 N 3, 2 D arch 13,2002 xz MSIrrVNV t KAI' -7 h0"Itt3nVii; , "' ' - IBfisdi6aghlqzuipA,, n, rise j=.D'6 efstfshImmlqrdrneteisand,,pqper,7 L; Yt' I n We kffil A pplld ibjilt OTrOesig (5, rusWnenvisresporl-SID-1-11' acing shown-isQW&AGR40, Y,; A? 6;8clh i I n IP -8&61 V g or, T e, a% e ,gyu h.q rl tl6n, Uciltty'coAfi&1 4 IV 'n ania wachng;tconsult WSfegardrrg, IiZ Gr%!r 4Ev'e"ry, efectI6 VBC,GiUblfty Stand'a d,,bh-WBW'nqrs in RIB Ho lia i lioin Truss PlaterIhstltuite",'&i'6"0-- Drive, Madison, WI 5371M1, n` iling ci nd Bircicking Recciii*9K16t av6 ble A 1&' 4 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. 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 0 Q 0 U a 0 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/;Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at h, which bearings (supports) occur, MiTeko TMJOE PANEL FORM018,0,19.I GANG -NAIL ® CLIP f1YORO.AIR® 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. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stocks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H FIT N 9 A DR2289A AGAB 16472 Segovia Cir. N. ROOF TRUSS 1 1 12177522 Pembroke Pines, FI 33331-4627. optional) AC U- PAN-TH, LONGWOOD, FL 4.201 SR1 s Jan MiTek Industries, Inc. Tue Mar 12 1 20 Page 1 1-0-0 5-2-4 9-10-0 14-5-12 19-8-0 - 20-6-0 1- 0-0 5-2-4 4-7-12 4-7-12 5-2-4 1-0-0 Scale = 1:37.3 4x6 = 4 6. 00 F12 3 5 2 t,6 Ig 3x4 = - 8 3x4 = 5x8 = 9- 10-0 19-8-0 9- 10-0 9-10-0 Plate Offsets (X,Y): [8:0-4- ,0- -01,[1 -0- ,0-0- 1,[18:0-0-0,0-0-01, [19:0-0-0,0-0-01,[20:0- - - - 1, [21:0- -0, -0-01, [ 2:0-0-0,0-0- 1, [ :0-0-0,0-0-01, 24: 0-0-0,0-0-01, [25:0-0-0,0-0-01, [26:0-0-0,0-0-01 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.47 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/dell = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. WEBS 2 X A SYP No.3 OTHERS 2 X 4 SYP_No.3 REACTIONS ( Ib/size) 2=-1000/0-4-0, 6=1000/0-4-0 Max Horz 2=161(load case 4) Max Uplift2=-587(load case 4)> 6=-587(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8 = 1204, 6-8 = 1204 WEBS 3-8=-360, 4-8='5311 5-8=-360 NOTES I 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 25 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 2 and 587 lb uplift at joint 6. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED, ON THE PARAMETER INDICATED. LOAD CASE(S) Standard` %c l(" No, 4 51E1 O : S SPATE dF hr. raN g fi.K f , " h-. .,. -.. ., .2-..r;.;::..:. ,Irre....r..:F"v4+'-L T>fl".9'.1 rR I-.L:"..-u C.p>l 4Fw ld`-G':t`.°S KA:.` 41e.$`..2x, iwi•:,wn: "Zi.-.idK4'''. Nab .:. , .. Y W.' nvaforUseonNjivlThMITek`'con o s.. h basedonly upon psh'an'dls form¢ sIdtiaradfclualbd1k116iqmse, rigl't..:d.* 01 +^ t,er= lncorporgtbof" b mnn}51 k`res slbBttrt6!bul1.V t a gyp- 4M " ehw. i b°! - k-a. , b'S't' M S. j. ^S.Y*• n.. F:.3;4 §, ' {A.+xt Y_--' kC• 8r Bracingshowh k'-ioilaterdtsipS`r'1 1 1,Intlly ud web mempers only! Adtl bnal t,e_mporaiyrbraclrig to lnsure's16b'IIIt u ln construclbn k thA. es Iq s.r 't. "''' resporislbilltyx6fihe byllUln desgn r.For`'`sgenercFaquklcnce: - rs nsibllttof the ereclora.,Addltlona 11 1'br clhg• of -the overall ctuciu r' Isil e""' ""' 'n•.,d°"'-'"_`s tic a..zY y, er8'>'w -,<.... ..t Yana * ms, „y. .., s?o xs.ntv. r rega d nq tabiatlohqudi'Ify contiol;'storage dellve`ry,`ereCtbn grid bracinq`cdnsutt OSi'88 OualHy Stand6rd; DS8 89?Bracinq:Spec cctlon and HIB.9T•' rru•'< r y / ®,, and Brxinq Rxom'merldatlon`avallabb Irom Truss Plate Institute 583 D'Onofrb Drive, Madison, WI5371:9' 1 c[h Handlinq'Instdllln5l 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. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE" SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BE` 'RING Indicates location of joints at which bearings (supports) occur. L F8RM018 Numbering System J2 J3 J4 TOP CHORDS c2 c WEBS J5 0 0 O a. 0 Shy V U r- a c8 C7 CO 6BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM 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 MiTek TM Of YORD-AW CLIP 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. 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is'to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type ty Ply H RTON 2 8 A JUNAIDIE BUDIMAN PE N45161 12177523 DR2289A B ROOF TRUSS 16472 Segovia Cir. N. 5 1 Pembroke Pines, A 33331-4627. optional) A CU- PAN-TH, L -N W D, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 2 20 1 MiTek Industries, Inc.- Wed Mar 13 08:51:08 2002 Page 1 1-0-Q 6-10-8 13-5-8 20-4-0 1-0-0 6-10-8 6-7-0 6-10-8 5.8 7 3x4= Scale = 1:56.7 6.00 F12 6 11 j/ wedge 5x6 0 5 7 5x6 i v0 4 8 2x4 11 O 3 9 3x8 v 3,00 12 2 10 3 x4 i 5x6 0 3x4 4x6 II 6-10-8 13-5-8 1 20-4-0 6-10-8 6-7-0 6-10-8 Plate Offsets (X,Y): [ -4- - -11, [4:-3-0,0- -41, [5: - - -41, [ - - ,Ed el, [10:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.12 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.20 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) -0.03 6 n/a BCDL 10.0 T Code SBC/ANSI95 1 st LC LL Min I/dell = 360 Weight: 113 lb LUMBER BRACING TOP CHORD .2 X 4 SYP No.2D TOP CHORD Sheathed or 3-6-1 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 3-7-15 REACTIONS (lb/size) 6=988/0-3-8, 2=1030/0-8-0 Max Horz 2=853(load case 4) Max Uplift6=-826(load case 4), 2=-465(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=7, 2-3=-2334, 3-4=-2334, 4-5=-1273, 5-6=-1263, 6-11 =-10, 7-11 =-10, 6-8=67 BOT CHORD 2-10=2095, 9-10=2092, 8-9=0 WEBS 4-10=135, 4-9 =-894, 5-9 =-485, 6-9 =1642 6-5) 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 826 lb uplift at joint 6 and 465 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. XVI 13 + 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 4',f•: NO, 4'5161 i1. e ZOR p. r. 1 220rMarch d(.w aF •'yiG. - «. R nrlo g. 1,.YAns iV ern .sSyya „„,,,,JJ fAllccbHil;;Yr"' srgn 9a+. 042 '*, iy,. ii[=1i 43'.ttL.. CEmESONTAI '%M'I.-= J rlr,[. ,Aitou55e.onIyG.wh Mllek,4 siq based only ypon•paia o, and 132for rac,n3W. t .h4 7,.... Yrt7 ^ " dlo°t l igmet'eis'and do uulldl_ d'fignei not fi ssr -, x"•7+ tShP . +s r%rc.,ri'" - (6:.F 8'S4 s:"- des Bracing shown Is fol,latelal'., p properincorpo°1_'p comF-nentls:leSPOnlblitiy4oi ,•,, i 'Ftis, 4n%,rq'.fr ,..,i "m .F' membeas ony Atldltbndfempo ure itab"hit, urlhgcons14uc1bnng1 .„Indlvkitjal°web re ponslbl ltyyofrthe"Y-eiecio/ Addltlo',cS'entbl In legardlnq fabrk afbn,. qudlity coritrol'sttorage dellveiy, ary_blaclrtgo`,Pl noftheo'verallstru'ciure, the>reponslblllty of the ,bul - h eslgg r, gene[dl_ erection and braclnq consult C T=88_6U@ffy Stondard, DSS B9 Sraeing^SpeclRcafipn,' and HIB-913 Handling Inataillnq and Brxing Rocommondaliortavdllable from Truss Plate Instltgte ySB3 D .Onofrlo Drive, Madison, WI53714. ' Symbols PLATE LOCATION AND ORIENTATION 1 /4 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates IA" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Ml7e.k/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. J2 J3 J4 TOP CHORDS C2 r3 WEBS J5 Q 0 0 O d sti u M 0 a ce c ce 00 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 v MiTek® PANEL TM HYDRO -AIR sc 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. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is"to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type ty Ply H RT N A JUNAIDIE BUDIMAN PE N45161 12177524 DR2289A B1 ROOF TRUSS 16472 Segovia Cir. N. 16 1 Pembroke Pines, FI 33331-4627. optional) ACCU- PAN-TH, L N W OD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 90 9001 MiTek Industries, Inc. Wed Mar 13 08:51:09 2002Page 1 1-0-9 5- 7-13 1 1-0-3 16-8-0 1-0-0 5- 7-13 .5-4-5 5-7-13 5x8 7 3x4= Scale = 1:45.7 wedge 6 6.00 FTT 2x4 II 5 5x6 4 8 2x4 II 3 9 3x8 n v 3. 00 (TY 2 10 1 ; 5x6 oo" 3x4 4x6 II 5-7- 13 11- 0-3 1 16-8-0 5- 7-13 5- 4-5 5-7-13 Plate Offsets (X,Y): [ - 4-8, --11,[4:0-3-0,0-3-01,[6:0-3-3,Ed e1, [10:0- -0,0- - 1 LOADING (psf) SPACING 2- 0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.09 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.12 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 93 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 2-11-12 REACTIONS (lb/size) 6= 816/0-3-8, 2=857/0-8-0 Max Horz 2=707( load case 4) Max Uplift 6 = -681 ( load case 4), 2=-392(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 7, 2-3=-1841, 3-4=-1841, 4-5=-1014, 5-6=-1014, 6-11 =-10, 7-11 =-10, 6-8=55 BOT CHORD 2-10= 1644, 9-10=1641, 8-9=0 WEBS 4-10 =1 10, 4-9 = -687, 5-9 = -399, 6-9 =1327 5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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) Bearing at joint( s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 681 lb uplift at joint 6 and 392 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Gap between inside of top chord bearing and, first.diagonal or vertical web shall not exceed 0.500in. 13+ 01 6) THIS DESIGNCONFORMSTOFBC2001, BASED ON THE PARAMETER INDICATED. ...,.;f ti LOAD CASE( S) Standard No. 45161 Or " t STATE F ioR March 20 2 11 I1 r'3j .: ,`+^v1P.»+ ye+•.: ^: r L ..a esj •,{'+Nsa' ^?.cgf4 r*•'tttfi ", r & s.a. urdP4 A. E$ ON ffwn V Fp c = °3d Des^ v #'for' V"' se'o'F rry witWh 'r-121,c ors. ih d'e i'IS'ba se8{o^ry uponypal,. metrgjlowi a`idAls` o n•lndwld t;,bualn' ..o- o erit to'be ye,^^••. _ fYT.T7 f' ' H-:a 9S "} 9_ S5:S 1 4.Y iI.. 'FR b.:; "E4t kTJ" - ' tt 1sY'Rxr , G"'n }• VP lr'4 A^"+_., tf Incorporatbmof comgonen,f k1lespoIblgiyLofrbuesnelnotaluss6nd'loaded vetfbalry ,ApplkabBlty, bf: de3pn Fp cRietersand propel , s..a.. wa'ff K •,: < r- ,r:x.'. i,,;i^ +'t.ti ,:ne....,.' i'^F' s,Y E "i,r,o .._.. - eslgner 8lgcinq; shown ktor -lateral up`p3 i ci [ndfvlduaf'web members onry Addltlonal-fempolary bract% 6 Insure•`fsta IOf, dulinq con stiuctbr k'ihe. ' { yy1;.+ ,.V "i`v,:-; ' wrc .:4'H--;wY'tf.t -. w"-P. H0. .J.t` 9 ,.,.. .v 4'.. vv :1r-a a ihei " nsibllH ofhe' bungcteorgeneral7$uldance rsponslbilityof,rheereclor.dAddpbna(penn,br clhq ot;theroyerall}iruettire -spo,y•._.__..,y•_ ,.•.,F.•,...-,-. e1 gaiding tobrk atbn, qualltyco^$ol,"sage dellJery; erecibn and bradnq consuH OST=88 OualHy Standard, DSB89f8raclnq S`pecMlcatlon; y' -_ - ':.. 'i a iHandllriq llnq% and Brach' Recommondafbn.avallalo 11om.Truss Plate Institute 583 D Onofilo Drive, Mgdlson WI537,,19: "t•t; Symbols PLATE LOCATION AND ORIENTATION 1'/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE- SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BE/IcRI;NG, ,, a" Indicates location of joints at which bearings (supports) occur. FORWI'41`9 -, S J2 J3 J4 TOP CHORDS c2 c3 J5N " INa: O o a3NV cr O V F a O c8 c1 cb BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 MiTeke PANEL TM CLIP Ci.4N6-NAIL ® I7 6 ®RD.A#R Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties•. 2. Cut members to bear tightly against each other. 3• Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4• Unless otherwise noted, locate chord splices 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, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 Qty ly H RTON 2289 A D92289A BB ROOF TRUSS 16472 Segovia Cir. N. 12177525 Pembroke Pines, FI 33331-4627. optional) ACCU-SPAN-TH, LONGWO-O—DFL, MiTek Industries, Inc. 4.201 SR1 s Aug 90 9001 MiTek Industries, Inc. Wed Mar 13 08:51:10 2002 Ra—gei 1- 0-0 7-6-0 14-7-0 1-0-0 7-6-0 74-0 Scale 1:26.9 4x6 4 6.00 FTY 3 5 5x6 2 3x4 3x4 3x4 3x4 3.00 r1T 4x6 11 3x6 11 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets MY): [2:0-4-8,0-2-11, [6:0-2-4,0-2-131 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/clefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) -0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.12 7 >999 BCLL 0.0 Rep Stress Incr YES WEI 0.21 Horz(TQ 0.06 6 n/a, BCDL 10.0 Code SBC/ANS195 1 st LC ILL Min I/clefl = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 4-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (lb/size) 6 = 679/0-3-0, 2 = 763/0-8-0 Max Horz 2 = 130(load case 4) Max Uplift6 = -363(load case 5), 2 = -455(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7 = 1125, 6-7 = 1125 WEBS 4-7 = 690 6-5 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 25 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/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TP1 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and 455 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. XQ I d LOAD CASE(S) Standard No. 4.5161 OTATE OF A% QRVID aici; 2!.FO02 A4 PQN--7,W -AND S Y Halt In% IVTe JO.V q 0 AMINg' AM e n tKCnnTen-m,,qase ?6 il ym.— wo, 1 .1—she n Tirjn Angv, r co nen '1840sponsl'blilt RIM 0 W f5i S1R" 7y' ggV, dtOd—lodaed-1,61, t cri, MP0 I66 ctlon-is--' i rdtor. 9P, I s* n Sllit' of-:th41'er daltionag. traup b'661hy StaIefectionandbracing,'c nclard; DSO-89.1111facing,Spedfficatici*ding tabil6atldK, Y, doritlol, stofte" 4BraclhgRecorrAdationavailablihomTrussPlot -e.-Iniiitutiip,5ii'b.'dn-6frio Dilve, installinq and J, 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" For 4 x 2 orientation, locate plates 1/8' from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE 'SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dirrrension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING ; n. Indicates location of joints at which bearings (supports) occur. J2 J3 J4 TOP CHORDS cz c3 o WEBS J5 o _ o U V h i ,a 3 CO 0 0 1 y u a co c7 ce 00 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 LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke TM CLIP 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. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or 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,O1A Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H RT N 2289 A DR2289A BBGAB 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, PI 33331-4627. 1 1 12177526 to tiona0 A CU- PAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 90 9001 MiTek Industries, Inc. Wed Mar 13 :51 :11 2002 Pa -gel 1-0-0 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0- Scale = 1:26. 4x6 = 4 2x4 II 2x4 II 6.00 F1£ 3 5 7 5x6 = 6 2x4 II 2x4 II 2 3x4 3x4 3x4 3x4 3.00 FTT ' 4x6 II 3x6 11 7-6-0 14-7-0 . 7-6-0 7-1-0 Plate Offsets (X,Y): [ -4- ,0-2-11, [6:0-2-4,0-2-1 1 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) "-0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) ' -0.12 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.06 6 h/a BCDL 10.0 Code SBC/ANS195 1 st LC ILL, Min I/deft = 360 Weight: 68 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (lb/size) 6 = 679/0-3-0, 2 = 763/0-8-0 Max Horz 2 = 130(load case 4) Max Uplift6 = -363(load case 5), 2=-455(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7 = 1 125, 6-7 =1 125 WEBS 4-7=690 8-7) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf t'op chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. I 5) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula.. Building designer should verify capacity of bearing surface. •,.•••••••.,• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and.` 455 lb uplift at joint 2. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. No, 4'$161 doOYLOADCASE(S) Standard .• 11 TTIC C 3 L7 T/1 i O iL rch 13,200 O' V,4 y"•a p na M _. '{ - ONxTHfS - R3 6Iflt BBF- - -. r a , y. " a...;J .f .tzjk 1. 5!P t ^ 7 _ 3Slgn alldr'us o y+I, MRek .con MrTsTMs de nk basedony upon+p`ar to wn and 4or n$Indlvki al bulldlnq polSentt t " c 3pd`nei,ltunitle- bEndp kwded ven1c61 Applk ablrll otyEJeslgn pa ,meters.6nd proper lncapo -! om " s 6 Iblll' ot-bu"t-q @slgdenof Jrr s Hy. , designer Bracingshowrri k.fer lateralsuppbrlgot,i,dtvkival web members only . 4ddBbnckfemporaiy-bracingEtolriswestablll! dudnq conk tructbn Iatheq snsblllty-olttkie Arec'tor. d'dltbtibtpejj}}'p enl2bil4elriq of;the-'overallrsTructurIaihetresponslbllltydolahe^bulk(r igct stq'nei or ganeralrquklaKfiae q._ u;-`•.a V fsz#`+"d.. ..,._S`"r to x dtSn3-,D onsltOST-8&Oua lland HIB•91`' regarding 1a[irk aibn, pecealltyconholristoragetlellvery'ere.ctbn and bracing.Rp/- Macilson, Ho ndling,ln' stalllnoarilBracingRecommendptbnavallablefromTrussPlateInstltute583iD,Onofrlo Drive, w153,7y+1y9_. Symbols PLATE LOCATION AND ORIENTATION i 3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8' from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MlTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dirrrension 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. FORM0160fC r. ; Numbering System J2 J3 J4 TOP CHORDS ca c3 WEBS J5 ocr o a O V F- a ce c7 u O 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 TM PANEL CLIP HYDRO -AIR Rip 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. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type ty y RTON 2289 A JUNAIDIE BUDIMAN PE #45161 12177527 DR2289A BGA1311 MONO TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, Fl 33331-4627. optional) A CU 'PAWT LONGWOOD, FL, MiTek Industries, Inc. ------- 4_.2U1__E - 11 MiTek Industries, Inc. Wed Mar 13 08:51:12 2002 -Page 1 16-8-0 1-0-0 16-8-0 2x4 11 Scale 1:47.0 11 2x4 9 2A 6.00 F12 2x4 11 7 2x4 11 6 X 2x 3 2 W LL 3x4 19 18 17 15 15 14 2x4 11 2x4 11 2x4 2x4 2x4 11 2x4 I I 5x6 2A 11 16-8-0 16-8-0 Plate Offsets MY): [3:0-3-0,0-3-01, [13:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl 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 0.03 Vert(TL) -0.00 10-11 > 891 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 12 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD. 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 - WEBS 1 Row at midpt 10-12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 204/16-8-0, 13 = 185/16-8-0, 12 = 89/16-8-0, 14 190/16-8-0, 15 = 188/16-8-0, 16 = 187/16-8-0, 17 - 190/16-8-0, 18 = 178/16-8-0, 19 = 228/16-8-0 Max Horz 2=699(load case 4) Max Uplift 13 = -1 50(load case 4), 12 = -69(load case 4), 14 = -1 62(load case 4), 15 = -1 58(load case 4), 16 -1 58(load case 4), 17 -1 60(load case 4), 18=-153(load case 4), 19=-236(load case 4) FORCES flb) - First Load Case Only TOP CHORD 1-2 = 23, 2-3 = 38, 3-4 = -38, 4-5 = 33, 5-6 = 32, 6-7 = 32, 7-8 = 32, 8-9 = 32, 9-10 = 24, 10-11 = -9, 10-12=-75 BOT CHORD 2-19 = 8, 18-19 = 1, 17-18 = 1, 16-17 = 1, 15-16 = 1, 14-15 = 1, 13-14 = 1, 12-13 = 1 WEBS 9-13=-146, 8-14=-150, 7-15=-148, 6-16=-148, 5-17=-149, 4-18=-143, 3-19=-174 7-6) 1) This truss has been designed for the wind loads gen6rated by 120 mph winds at 25 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/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed, to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 13 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 13, 69 lb 16, 160 lb 17, 153upliftatjoint12, 162 lb uplift at joint 14, 158 lb uplift at jo int 15, 158 lb uplift at joint uplift at joint lb uplift at joint 18 and 236 lb uplift at joint 19. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. A7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 3,45161NC LOAD CASE(S) Standard, % OTATE OF 16. 0 R VD0 March 13, 3, 2: 2002 Z_ now AD 99- l"', _ 117-s-VON 11% Id10d I" and f ffit h MITAMRi A, w paseq. only-upo-n p an Cto'U e6WRnendiZAGG6eaeffMY— APP11C 0 s0iiiwn Rging,aese fi'-rIFit S 0 I sp-0 IvAt I Symbols PLATE LOCATION AND ORIENTATION 44 to-1'/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/:Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BE`ARING Indicates location of joints at which bearings (supports) occur. i FORMOI{8 Ol(9.j t.,. J2 J3 J4 TOP CHORDS aCr c o WEBS J5 o _ o O O a ce c; cs FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT., 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 IM MIN 0 M iTe k® TM PANEL CLIP GANG--L MY®R®,A/R O 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. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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 is10 camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13• Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply HORTON 2289 A DR2289A E 16472 Segovia Cir. N. ROOF TRUSS 2 1 12177528 Pembroke Pines, Ff 33331-4627. notional) A U- PAN-TH, L N W D, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 001 MiTek Industries, Inc. Wed Mar 13 0 :51:1 Page 1 1-0-0 4-8-0 9-4-0 10-4-0 1-0-0 4-8-0 4-8-0 1-0-0 Scale = 1:19. 4x6 = 3 6.00 F-fy OP 4 2 6 to 1 3x6 = - 3x6 = 8 7 6N2x4II 1-4-0 4-8-0 8-0-0 9-4-0 1-4-0 3-4-0 3-4-0 1-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.06 4 >295 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.06 2 > 298 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LOLL Min I/dell = 360 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=517/0-1-8, 6=517/0-1-8 Max Horz 8=-92(load case 5) Max Uplift8 = -400(load case 4), 6=-400(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-171, 3-4=-171, 4-5=33 BOT CHORD 2-8 = 69, 7-8 = 69, 6-7 = 69, 4-6 = 69 WEBS 3-7=-206 6-5) 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 25 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 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1..33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 8 and 400 lb uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1pl 11311 No, 4 $161 • ` 0 •. STATE OF ,t j6. la %; March 13,2002 S^:.n. 3, .Y,..a.., ::---0.., ^•H':.::.,g :. u,.9.`+.,F .. ,.. s,.. :..j-. ,.s..i ,i',5a, ,.V* .,,.f;:ggr„'S Y>> s-es..:d;;,eS±-. skJ'-"i.?r:''.S .3L3Xa.-::c wwklr..t:e5 t+.v xt'O'i..,.r O -a'e , <pa OTLS ON 7'ffiS ANDS 1 E'£FO ` `A` 3 r r t+- fd aa. x; r w _X, yai .?. rry Y Design-valld3foru-alq+8nly: th M1Tek--n 1;.'r . /de nits based .only upon,para et rs shown'rifor an Indfvkival uI{{InompohnerS to r. ' ! ;: - g• JiJ *15R':C+9W , 6,11i 1R"Xk 2. =.:4 0'....3C'i"\'1;..-. +.f V"xX.} kw.0 a i^4'Afr.S.'li '1i3*/+.,15." ie "4 GCs!Y+"3=. stalls „and loaded ver, " elry Appli o1 T,31gn pa ameters cnd proper Incorpoi4flb„i4of componntxls.rasponslbllltyofb"6ulltllnq Cespnei - nOthussa""s 4`. R ' , '°'` r 'F`s a,-.,n''`sf.ablR'"duiln c"'o'ristiva'Ar fie tdesignersBraclnpshor% for later`alSSuppgrt of l dlvkldual web members only. AddBbnal te bra Inq iolins ure, y qpordiy, ., ,w y _:_:.. y,_ esporslblllty ot`•tne erecto'"FAddltbnulimanent br clfi9*of the o'yerall'shuctkfhe respon'slfilllfyl thebIk1Iq des nerFogenefolrqulda_rce 41W,,.ck' .; 'z,RL c sszv ei:.r^d., v- o q ectlon and bioclnq; consult DST-88 CualRy Standard,,'DSB 89 Braclnq Spectflca_tlon, and HIB•91., uallty control, storage delivery, ae _ regardlnq fabrlina ' k® cHandllrig;Inatalilnq and Braclnq Recommendatlonavallab, from Truss Plate Instltuf8 583'D.:Oiiofib Drive, Madhonl,W153719°"' , % `',; --_ ., ` ,', , q Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to FOIIOW 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, property securely seat. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 73- 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 1/8" from outside edge of o U at joint locations. truss and vertical web. O o 4. Unless otherwise noted, locate chord splices len th + 6from 1/4 " atpanel ad oint. adjacent19 (_ J ) cec? u BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of . connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and Mitek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. responsibility isthereSonsibilitof truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is'to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 x 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARIWG:, ` others unless shown. Indicates location of joints at 113. 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 iTeke engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. 9CLIP 0 PORM018019 O /fO GANG -NAIL R f7 I ®R®R Job russ Truss Type ty Ply HOR N A JUNAIDIE BUDIMAN PE #45161 12177529 DR2289A EGAB ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) A U- PAN- H, L N D, L 4.201 SR1 s Jan 2 2002 Mi Talk Industries, Inc. Tue Mar 1 1 4 Page 1 1-0-0 4-8-0 9-4-0 1-0-0 4-8-0 4-8-0 1-0-0 Scale = 1:19.3 46 = 3 6.00 F12 2x4 2x4 II 4 2 5 Io 2x4 11 6 2x4 11 2x4 = 2x4 II 2x4 = 4-8-0 9-4-0 4-8-0 4-8-0 Plate Offsets (X,Y): [ - -0,0- - 1,[1 --0,0-0-0) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.01 6 >999 M112O 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 2-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC ILL Min 1/defl = 360 Weight: 40 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. WEBS 2 X 4 SYP No.3 OTHERS 2 X,4 SYP No.3 REACTIONS (lb/size) 2 = 51 1 /0-8-0, 4 = 511 /0-8-0 Max Horz 2=-92(load case 5) Max Uplift 2 = -326(load case 4), 4=-326(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-424, 3-4=-424, 4-5=17 BOT CHORD 2-6 = 372, 4-6 = 372 WEBS 3-6=87 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 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) 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 326 lb uplift at joint 2 and 326 lb uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. XD V— 13 LOAD CASE(S) Standard ••. No. 4 5161 4C STATE r s•• • yt o RsQNaf March 13,2002 r--,->a.t., .._. .r. :,:: 1. _...x, '5.:. .., ..`•. , :.. -... •.I .•t+ "4•-'i ;A`_. -..s+ e.`.'.eeb.c .'3u"x,'k3...°r i.-a<d::,.,3 w+':Xt4+i tic.A.s::sav?D4:+Sai:t .r&.•r rii; F A , AAY i+;" Ku. arc. F { -t' . ' n. v b i-f K x....« H: . j par aad,AD All' AATD VE r. 3-+.;r .if•f i+ fk h'ir'. x ;'. ^rv'"r..,.L •k.., t1 ^R +S:iT title' } `P Mf art' '' ! Isi of bul '1, comPepnh S'+ e}k'61 rz,or yY ; n ly fl: MRekeon eetors,fFSlSde ri b rysed?only upoen pa eters shown .a n _dlvltlucl R lncorpetotm,b'Z`i bl com'upondni k tesp on slblll y o` bu I Whet nt'9 truss• ' y & tallecr'nd'b2id ,tICaIN"APPIk''t o,: tlesl6n`parameters'arid pioper — -- - dPslgner°'Braclnp•ihbwifli•`•fabteraLiuppodollndNldugfvwebmembersonit7"Adltbnchtarfipordry`biongefo`Ins,+utte"`s`ab'1 yu lrt'gonstructbn-fTie -' fhes„.t`esporislblllty of1he6rJlkllnq es ner-xF r *'_ '' i,es°`porl"slblityofrtiFie'eiector A'ddlibnal ie manent$rbrtM'q""of lhe:overall'shuctu'lerk generdl"q"ufc'a ce -.,„. +, e.,F 4•'^"Y x:, .,y.,,,q r 1...n., .. .K ;r ,x' .,.. r N .. . . a Pwo a^ z.s x,:s+ :.,. . :eeyregardlnqtabrkcibn, qutlllty conhol, storage, dellyery, erecibn and braclnq, oonsult CST-88 OuaIHy' Standard, D58 89 Braclnq SpecMbatlon, and HI8.9tc _ ®, Han811ng Inatdllina and Brxlnq Reeomm ndotien tivalbble hom Lusi Plate Ihstltute 583 D'Onohb Drlve, Madkon;'WI`53719 ; • "= . F 4 te.fRi`<any'.; i f.311Y, •4-i: > {s,;4 a.r :i''+t'i ;" C . Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against each Cz other. Q WEBZ J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate oz o Q o joint and embed fully. Avoid knots and wane at joint locations. plates 1/8" from outside edge of a is truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" fromc6panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of e 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 Mffpk/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. Indicates location of joints at which bearings (supports) occur. F6RM016:O1y9s, 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and 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 shown indicate minimum plating requirements. CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins HUD/FHA TCB 17.08 provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 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 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, Mi%ko 15. Care should be exercised in handling, INS ® erection and installation of trusses. PANEL CLIP TM © 1993 Mitek Holdings, Inc. yGANG —NAIL ® M I OQO,Or Job Truss Truss Type JUNAIDIE BUDIMAN PE #f45161 Oty Ply H RTON 89 A DR2289A F18 FLOOR 16472 Segovia Cir. N. 1 1 12177530 Pembroke Pines, FI 33331-4627. optional) A CU-,,PAN-TH, L N W D, FL, MiTek Industries, Inc. 4.201 R1 s Aug 20 2001 Mi ek Industries, Inc. Wed Mar 1 8:5115 02 Page 1 3-9-7 7-5-2 1 1-0-14 14-8-9 18-6-0 3-9-7 3-7-11 3-7-11 3-7-11 3-9-7 Scale: 3/8" =1' 2x4 II 5x6 = 2x4 II 5x8 = 3x4 II 14x6 = 2 3 4 5 6 Li LLJ 1.0 9 8 7 3x4 11 5x8 = 2x4 II 5x6 = 5x6 - 4x6 = 3-9-7 7-5-2 1 1-0-14 14-8-9 18-6-0 3-9-7 3-7-11 3-7-11 3-7-11 3-9-7 Plate Offsets KY): [ :0-3-0,0-3-01, [ :0-3-0, - - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.67 Vert(LL) -0.39 9-10 >554 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.85 Vert(TL) -0.54 9-10 >402 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.07 7 n/a BCDL 5.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 480 Weight: •82lb LUMBER BRACING TOP CHORD .2 X 4 SYP No.2D TOP CHORD Sheathed or 2711-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-12 2 X 6 SYP No.21\11D, 1-11 2 X 4 SYP No.2D REACTIONS (lb/size) 12=997/0-6-0, 7=997/Mechanical FORCES (Ib) - First Load Case Only TOP CHORD 1-12=-931, 1-2=-2703, 2-3=-2703, 3-4=-4137, 4-5=-4137, 5-6=-265,6-7=-215 BOT CHORD 11-12=274, 10-11 =4130, 9-10=4137, 8-9=2766, 7-8=2766 WEBS 1-11 =2531, 2-11 =-303, 3-11=-1489, 3-10=49, 4-9=-364, 5-9=1426, 5-8=-10, 5-7=-2601 5-4) 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard DIE B f• No, 45161 Y O •.. STATE OFaiORff1tjr/r` Q. w j' M arc d 1Ver f}% m :.. x;, ;fan dEs o ffisw.:, s MReku fors:thisac]esnik bcsed-onty upon-parameterownt'and8kktoran;IndvIdua1-bulklkrq ompone rtor_ Desn'valld for.u g'onl,h ,. n t '# r*.,('..,.SA" ( Ryy.. 'i+C't.l FN-.e.a__;. (..' 4+1. "W KL79.. 9 .},°." N...a:e u4n `F N 4.U"'4" k. r, InLstalledrand:ba?Jed 3itl'q',IIyrApplkINyolleslgnpaiame7ers andproperincaporaib'sofrcomporienils^yesp+'nslbllNy.oN`bul+kJlnIgnpr-tF-:,;., r orary:bracln-quo InsuressfabllB " url}h`q aonsfuictbntt• tYte _,. - designeesBracing-sM6wn'k'rfor lateralsp)?rpo7t of,'IndNkivalweb`members'onl{!Addltbnaltempb. responsiblllty7ohthe'`ei".TAddlibralpe m'grrerit.;bibreliiq of the.,oVerall sir-uofure%fk. iheresponslblllty`of •iF%. ulkllnq'=deslForgenerahquTdan`r - i 5 Yi t: ..':. i n ,p r,:u.+W"'f t da • C .. ,ri a- r,:,f-•,--'" gardlr q 1abr afbn quglB ednit L storage; delivery, erecibn an8'braelnp consult CST=88 Cua1Hy Sldndard DSB=fi4•Braclnq B feciflcatlon;'dnd HIS=91 ap, ® ®" .• h e k "• r r :}**Handling instdlllnA and Bracing,RocommondafIon avollable from Truss Flare Institute 583.D Onofrb'Drlve Madison, W153719-r 4ac''_ - ` . f i t3iirfMa^It Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q O For 4 x 2 orientation, locate plates 1 /8" from outside edge of a0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-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 dirrrension 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. Mileke PORM016 OT:9 ik^=se tianr 0 cr U a 0 PANEL TM CLIP 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. 4. Unless otherwise noted, locate chord splices 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, erection and installation of trusses, 1993 Mitek Holdings, Inc. I _ HYDROAFR Job russ Truss Type ty Ply RT N 2289 A JUNAIDIE BUDIMAN PE #45161 12177535 DR2289A FG19 FLOOR 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) A U- PAN-TH, LONGWOOD, FL, Mi a Industries, Inc. 4.201 SR1 s Aug 90 9001 r ek ndu....es, Inc. Wed Mar 13 08:51:20 2002 Page 1 3-4-0 6-6-4 9-8-8 12-10-12 16-1-0 1 19-5-0 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Scale = 1:33.3 2x4 II 5x6 - 2x4 II 4x8 - 2x4 II 5x12 II 1 7x8 - 2 3 4 5 6 7 v 13 12 11 10 9 15 3x6 II 7x8 = 2x4 II 4x6 - 7x8 = 7x8 - 3-4-0 6-6-4 , 9-8-8 1 12-10-12 16-1-0 19-5-0 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Plate Offsets KY): [ :0- - 1,[7: - - -3- 1,[10: -4-0, -4- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.46 10-11 >495 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.63 10-11 >360 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 480 Weight: 102 lb LUMBER BRACING TOP CHORD ? X 4 SYP No.21) TOP CHORD Sheathed or 2-6-5 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except" 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D REACTIONS (lb/size) 14=1065/0-6-0, 8=1593/0-3-0 FORCES (Ib) - First Load Case Only TOP CHORD 1-14=-851, 1-2=-2577, 2-3=-2577, 3-4=-4771, 4-5=-4771, 5-6=-2924, 6-7=-2924, 7-8=-931 BOT CHORD 13-14=513, 12-13=4726, 11-12=4771, 10-11 =4750, 9-10=4750, 9-15=564, 8-15=564 WEBS 1-13=2160, 2-13=-220, 3-13=-2253, 3-12=296, 4-11 =-260, 5-11 =21, 5-10=178, 5-9=-1,907, 6-9 =-239, 7-9 = 2464 4) 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. 4) Special hanger(s) or connection(s) required to support concentrated load(s) 564.01b down at 18-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase = 1.00 Uniform Loads (plf) p jVert: 1-7=-100.0, 8-14=-10.0 1pi f;3 [1 Concentrated Loads (lb) Vert: 15=-564.0 ti',.• ' " Cj No. 4 5161 y T OF00. 433T11 u March 13,2002 i i 1.'Y.'.I.r _. .,. .. - . +...., :bl.. }.,a: ...t AkfFVu ." '., :.J., T..StK' ..Y:.s;a?^•:kah.ki=..f..<,.:fR.,:-i rA i'i:C 2 wf <. ,'"2R'Vt$liCy- a 4 d iL-k as »Jfx.t W A''z ,;,,xa G VYa si parar f and READ O FPS um THIS AND O ttc 104, Deslgn l r;use°p, my MITeKK1 etershbl3inglvkf b kl nq nidenbaietllonlurn ` '` `, yalkih ,tors T Cotn. and lorded verCrcally Appl blllty o1 donslbllity of bulk`Ilriq design r 1 s : s K y+, y4+y - .r,ty . W- Y,' L j+i. tyZ K 1•, 1, F despne, Bigclnp shown k'tor hteial'sypppit oPlndNklu I web members only Addltbncl'temporaryrbiao np=fo Insu°'ie stabllNy.dwlnp coristr iki k' .e-• r i.. r.<+Cta V' .Tl.t. ..,r, '7.. sx t-: ,f - :.. -t (`4"r- :•.h .y .tr_.7'.•,,:,,,. ..,.. :' responslbtlfty' ot the erect'Addftbn l permanent"br c got.ihe'foyercp-slructurels ihe'repdnslblllty..tthe•ulkiltJeslgner.'fot.genera u.`a. r+ iYYa, i ' - d •-:xa •... , tivatf t•.'x • .a .. a .. , _. - r iegcrding tabr atlon qual" control, storage, delNery, erectbn arid'tiraclnq, consult OST•BB OuclHy Standard•_DSB 89 Braclny SpecHlcctlon, and HI 1 1 cHandling Installlnp,and Braer<ln•g Recomiriendatbn available rrom Truss Plato Institute 583 D'Anorrb Drive Madkort?WI63719. ` -' ' *C Rek Y. 1•,7 _ - 'T+'i{, . . i . A:, "'lY iC DTI. K.'i '1s'e{ Symbols PLATE LOCATION AND ORIENTATION 1 A4to* * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I /8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/•Gang-Nall Joint/Plate Placement Chart. PLATE "SIZE 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. FORMO18079 1 Numbering System J2 J3 J4 TOP CHORDS c2 c73 WEBS J5 O o O a UO a c8 c2 u BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM 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 Mileka TM PANEL CLIP OfYOR0,4/R Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is "to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H T N 2 A 16472 Segovia Cir. N. 12177537 D92289A FG23A FLOOR Pembroke Pines, FI 33331-4627. 1 optional) AC U- PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 :51: Page 1 3-1 1-0 7-8-4 1 1-5-8 15-2-12 19-0-0 22-11-0 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Scale = 1:39.5 5x6 = 2x4 II 5x6 = 2x4 II 4x8 = 2x4 II 4x6 = 1 2 3 4 5 6 7 13 12 11 10 159 8 3x6 II 5x8 - 2x4 II 4x6 = 7x8 = 4x10 = 3x6II 3-11-0 7-8-4 11-5-8 15-2-12 19-0-0 22-11-0 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Plate Offsets (X,Y): [ :0- -0,0--01,[10:0-4- ,0-4-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) • -0.54 10-11 > 504 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.74 10-11 >366 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 480 Weight: 240 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D 3-13 2 X 4 SYP No.2D, 5-11 2 X 4 SYP No.2D 5-9 2 X 4 SYP No.2D, 7-9 2 X 4 SYP No.2D REACTIONS (lb/size) 14 = 1378/0-6-0, 8 = 1859/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-14=-1084, 1-2=-3957, 2-3=-3957, 3-4=-7771, 4-5=-7771, 5-6=-5807, 6-7=-5807, 7-8=-1562 BOT CHORD 13-14=798, 12-13=7695, 11-12=7771, 10-11 =8538, 10-15=8538, 9-15=8538, 8-9=800 WEBS 1-13=3264, 2-13=-240, 3-13=-3867, 3-12=505, 4-11 =-273, 5-11 =-791, 5-10=428, 5-9=-2818, 6-9 =-239, 7-9 = 5166 7-6) 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) 2-ply truss to be connected together with 1Od Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 757.01b down at 18-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 1pi 13% 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.`•..-••. ,• LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) No.45161 Vert: 1-7=-100.0, 8-14=-10.0 Concentrated Loads (lb) Vert: 15= 757.0 STATE OF t. 16. a r 002 March 13,2002 Y".•i'li- N<fi+... I:.VKt.u'+ •Yt-i, - ..lam_ :Ji.::aic.i-2..-'4`5- 1'rd'm':9a-.'w,.ak5...•.Y'i--.S.-,Y P:6 ob4 .- _ s - u* v __ o s„ „ e asp No aS .Y RF=e+'ts5'S e+fi'<'Rit'yt^sth..-+.0 ham..,. - rfi., C-p n,vdlld:for 34e n PRA_MITek con e2tors `iW egl{f k based'ronly uponNp arameters shown; do for-aoTdlv#Idua bulkllhq c„oN poneMYr..l — +- `• Vryat Y MT S. 4'+P.1x intcili7IrdIaadetJterticollyAppllcblllfyoi; design-palgm 8f r; and proper.lntorporatbr 31-co'rponeh-hk esponslblltty,;,of`tiulldlnq designer— deslgner Bjaclnq sh3wn k tor bleldbsopport o1 lhdlvkitidf wefi member§ only "Ad`dlibnal iemporary". 6iac, q Yoe rile constructb, .k he rtoIlltydu3lnqresporisibitlty- o t`fi}e"tor'`Addttbn'gfypeimarjent'br rdlYrq ofitheS overaA stSucture k the`responslblltty'gP jbulltllndespner"-Fot peneral qu .,,.,-,-, r .,+ •Y."YYgsn.yJ i , . .. y .,i^s.; r 1i it r6551Lb .7r b. M .'® regarding`labrk:atbn.•qualtlyconhol,`stordge; dellJeiy,erectbn 6nd`broclhq cons'ult OST-88 GucIRy Standard; DSB B9!Braclny Specfflcatlon, and HIB 9 1 y 4Hcindll4installlns7andBrd'elnq R comm.ndctlon avalbble from Truss Plate Instltute,-583 D'Onohb DrNe Madlsori;tW15371 G:dY - s y .., iTe k 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„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 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. Indicates location of joints at which bearings (supports) occur. FORM61601.9 ¢¢ Numbering system J2 J3 J4 TOP CHORDS cz Q WEBS J5 Q O o O d ti M O a cB c7 Cb 0 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 MiTeko TM CLIP OfYORO,ASR General safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is'to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job • Truss Truss Type JUNAIDIE BUDIMAN PE ff45161 ty Ply H RT N A 12177538 D92289A J ROOF TRUSS 16472 Segovia Cir. N. 6 1 Pembroke Pines, FI 33331-4627. optional) A U- . PAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 R1 s Aug 90 9001 MiTek Industries, Inc. Wed Mar 13 08:51:23 2002 Page 1 1-0- 0 7-0-0 1-0- 0 7-0-0 3 Scale = 1: 19. 6.00 FTT 2 1 4 2x4 - 7- 0- 0 7-0- 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.79 Vert(LL) n/a - n/a M112O 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.17 Vert(TL) 0.28 1-2 >53 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: 24lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/ size) 3 = 242/Mechanical, 2=418/0-4-0, 4 = 68/Mechanical Max Horz 2=291(load case 5) Max Uplift3=- 305(load case 5), 2=-167(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 5-41 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 305 lb uplift at joint 3 and 167 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE( S) Standard 13 i No. , k 4.51610-0 r x r STATE OF J; March 13,2002 ie. zz ;:= C^iY.tlBcv:.i I. .4(.. ci, r:E...:cz.. 'S,-:-i t.•nv:. .: ttv.;b"!rir'-i:a . :..li-.::a—K AC Vr - Y rT. .-,. e" 7 .. ..y.- . as - w •a• + ice t,+f*r`3r?syF j• n'+t _aatr ...+>w`;','s•... _.. 'L-s%....7f"o,;,- wxati7axeean : •rrs nlvn vh ss erne a tip ,,ti a t ate" a'1 .ifLd.. sF Design v Ird oY 5 Hh MR r ngclor; Thlsgde' 2 I{spas on ry pkon arneterV. own-i for an lndlvldua bulpliip r X* h rQ, at: itu:'w4h- r ri-.;ka:,s.ay. , y nslalled'. and lade wefiksdlly A'ppl lilBty;o1'des`Ign pa,'meters and proper'Inc r o glbn of=component la responslbllB, :ofrbulkfing desbne,ri, 9 t[s,'us wr`x - ;;,•, ,r d'e` 4lgner Biaclnq i, ov Fi & for IdteraliZI56if of. Indlvkivai we rmem6`ers on `" ` " y dudhp toristructfo7 i ,- N. Addtkinaltempor6iybrQcliQtoInsurestabIIt; 3 -. A• .- y t rei 6sitilltiy` o jhe,.. idi?Addffbriol"peimanent brbclriq of ihesoverdll structure kihe,responslblllfy7or(fhe bul Clln 'deslgnec.,For rieialtqu, a est A. <`atS iegalalnq fabrk aibn`q —9- contr'ck toiage, dellvery, erectbh ar d' braclnq consth GST-aa Quo ny Standprd•.DSB 89.Braclnq SpeeHlcatlori; nW5371'0iaf5''+. ° °" '• 8oclrqmmendatloavallabHandling Ihatalllnqandx. r_ : 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. For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE; SIZE 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. oel' . Indicates location of joints at which bearings (supports) occur. f9,FMo16 0 r4 Numbering System J2 J3 J4 TOP CHORDS ca c WEBS J5 o _ o O O a i ENE I 1 0 U C7 C6 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 LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Mifiek® TM CLIP GANG -NAIL ® HYORO,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is10 camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. 1 Job russ Truss Type JUNAIDIE BUDIMAN PE JJ45161 ty Ply HORT A 12177539 DR2289A K ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331-4627. optional) A U- PAN-TH, -LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1s Aug 20 2001 Mi ek Industries, nc. Wed ar 1 1 : 4 age 1 1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = 1:14.9 6.00 rTT 2 4 2A - 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in poc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.09 1-2 >157 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/deft = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD . 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 165/Mechanical, 2=327/0-4-0, 4 = 48/Mechanical Max Horz 2=212(load case 5) Max Uplift3=-215(load case 5), 2=-151(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 3 and 151 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard B101 Y No, 4$161 FATE OF• i 20v2 March 1 00 2 el, s-.. ,. ,.r ..:.. wl acG,x w'<_:. ^. .s...:.y. •' ., i -- ..,.,.:,:. - _ ,,. _.:Ti ,:,. tix°c- ;:n3-:-i,4 .a .c:3r.., >..Y:,-.a7:.....itr 1SE r.: ?•,.s.z s c,.:ca. w e * ,+ d1 •t- ... t`y ,y' ` Y";yW ' t ,.^ ... H -''i T .-. ,.. q-.a Y'.';,"„W <A 1, [ "' 1101fot, MIt1 MRe n ois; Ihls de N A sed ony up_ IhsTalleddnd Gu '• loadedwN ciNApppcabBlty'of deslgn'pa omelers;and PropBr In',c' oi'po'a1eh of corr po ent. esponslbllttp o bullClnq deslgii'eiX'i1.- o-yr ..5., ..... ..«-... n" .,. o n V..y ; i.:rt.•a,-3'4+0. ... Iotaidl suppo't o1'IntlNkiuc web memhers only. Addltldnal temporcry tb'acingsto su',estcbIIt`yrdutlnq deslgner..Broclnq;s io" n",trio' iesp9nslblllty offheefr'?'Addltlo`'ricl pe'mdnenttii cl q of tlie`ove'ollitructu'e`kthe;_responslFjBMy" olRtlie.'.1 bu1k11 gdeslnewFor"geriei`8tdq,; aordln-` tabilc&lc qualttf"cont'ol; stoic` qqyqe, delivery, erection and braclnq;consutl CST-88 Quality Standard,DSB 89 Bmclnq Speclflcatlon, and HIB.-B`® . HanitInstallingandirraaingReccwhniendatlonavallablefromTiuss'Plate Instttute 583 D'Onofrlo Drive Matllson WI5371'9: f ` Symbols PLATE LOCATION AND ORIENTATION 10, 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. ya„ For 4 x 2 orientation, locate plates /e" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE $1ZE 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 4000 continuous lateral bracing. Indicates location of joints at which bearings (supports) occur. FORM018 014 4 Numbering System J2 J3 J4 TOP CHORDS c2 ca 0 WEBS J5 Cr 0cr 0 O a ce a ca 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 MiTeko O TM PANEL CLIP HYDRO- A/R Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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 isJo camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H FIT N A 12177540 DR2289A KA ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) A U- PAN- H, LONGWOOD, FL, Mi ek Industries, Inc. 4. 1 R1 s Aug 90 9001 MiTek Industries, Inc. Wed Mar 13 1: age 1 5-0-0 5-0-0 2 Scale = 1:14.7 6.00 F2 7 3 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) --0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=224/0-4-0, 2 = 1 77/Mechanical, 3 = 48/Mechanical Max.Horz 1 = 199(load case 5) Max Uplift =-89(load case 5), 2=-218(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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/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 89 lb uplift at joint 1 and 218 lb uplift at joint 2. 4) This truss has been designed with ANSUTPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard p 1pi [3 NO, 4 5161 STATE F wQ'`••: JoR oa'' QNaL March 13,2002 li". ',t "Ljl.l.%:r .I.R=.:.E. .-.fit..w^.'..,,:{4..=,{.C'f_tSiH'i ...a L +....::.i-^•i iw']'. u c^;a". y' S:S.r y.SS"• , ':.. xf Nb M. ae ana,.SD oHrms.., 2,.,.,, £ r 1Deslgn vc)Ild)for" Sr is' on i1.t M{iTek'conn6cfors.' hls tle as ed ny upon'par .tars shown'a torso Ind21 l u I Ildlnq compo"n n o _ , •.^ Installeddd`jba`c1e ve7tk:ally'ipploablllt of:'d ``' 'f " ` r-,lnq c.lu on! t..ers •ems ,'+•• .a `isignpqrttetersandpfoperIncorporatbndicdment'fs.wresponslbllliyLot bullding:deslg eT, kkior °weXtr*memtiers ,A'tldttlo6al-temporary stabBity duilnq hdeslgnet' Bracingrsl ow Ibteial iu''bpoit of 1ndNldu6 only bxaclnq',tor IAiI constluctb F 'C4-, Y! -.:.: ;: ,1 i. - _< ,t ` N 9-'G''f+iF} i9igne,k _ iesponslbfllt:yohte. ereTAtldllbnolpermanent br clilp.-oP the,.overall stru`ctute B ihe'reiponslblllty of the bulidlnq.deslgner: For 4ene?al``pr • "j a fi2o- r _ r t _-.. ( v-.,s'!"w .+Aw'+*'_ "{ ,S .•, q,. regarding tabrbatbn qualtty conUoC'iior6ge, deiNery, erectbn`and bracing corisutt OST•88 Cudltty Standard, DSB 89 Bracing Specttbdtloh, and 91: Handtin4 Installlnp and *QIn`g Rocornmendatlon available from Truu'Plate Institute; 583 D'Onofrio Drive Madlsyo n%W1'63_S1 C Ey ' i ""11/I Te k .. lug -.. .-•, '.., -.. '._ : . ,' \ 4+X,. <. c. f.e:.._ .... ._. art,,. __- ..-._.._..... s...a.,•.. ,.;- ;......;_.__.,. _.:...... •,a__._._•.:_._ _ •._. _... ...._.. , __ Symbols PLATE LOCATION AND ORIENTATION 1'/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates I/a" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT Mrfek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTeke F6RM018 019 0 X 0 U a 0 TM PANEL MYORMAIR General Safety (Votes 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, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of . fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. . Job Truss Truss Type ty Plyloptional) H N A JUNAIDIE BUDIMAN PE #45161 12177541 D92289A L ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331-4627. A U-SN-TH, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 90 9001 MiTek Industries, Inc. Wed Mar 1 1: Page 1 1- 0-0 3-0-0 1- 0-0 3-0-0 3 Scale = 1:9.9 6. 00 12 2 1 4 2x4 = 3- 0-0 , 3- 0-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.02 1-2 >936 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 ILL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) 3 = 82/Mechanical, 2=242/0-4-0, 4 = 28/Mechanical Max Horz 2=133(load case 5) Max Uplift3 = -1 23(load case 5), 2=-142(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 5- 41 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 123 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard p VE {3 iC! 1+ ta.451& V STATE 4F lonI March 13,2002 i ".....,. i ....:iCl3alr.r:s _.. ..-. •'v. :.- .:.._-..:.; rl•1`:e:'. L. K., _t. _?.':'7e»ry_t. ,.#. _,C.FB',4C:F±i'$rb'.4? k'•.+C X-1.•ct'• a..t c?. n panaM'f rw '. ay.. .xe+ s.^Gwlth- MITek cneCTors-thb^de n basedyonly upon arrieters sh3wrr, a dls •or`Idlnq com ne.a;a q'y •,•. 1 1'sr *wb, .f - •5 K Ak 'Y Appllcctlllfy ofdesignparametersandproper'IncrporptlBn of ct mp ent Isiulkllnq de"sIq'[i , [,dot 1011.Pi;om'las r, devlgneiBracnrrj' o1v"'hfor laterglttppoit. o1IndNkiudl±web merni,ers only: Addltk)nal'tempora a IripTo`nsure 4fabllttyidurinq`conslrucibn K tfi$• espon"siblllty oche erorAddflbr!alcperrnanent br cliighe#overall stiriotule k,the resspun`sI6111thebulldhiq deslgnei,,Far generaiF,9`... `hr regdidlnq lobibctbn, quatlty control, stoiage, delfveiy, erectbn and'braclnq, cohsult OST•88 OudI8y.5fcndard 4DSB 8 9 9raelnq ;SpecBlcatlon; and HIB 9d ITe k® ° ia3 HandlinglraiariqfromTruss.Plate Institute, 583 D'Onohb Orlya Madkdr%WI537T4'`,' .z"• ' Insfdlllnp andRxommndallonavailable , ." , ,' x'; ..fin• x'., 7k% ,:e, .-;'a '`" t I Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 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. FORM0, ol§ I s + Numbering System J2 J3 J4 TOP CHORDS cz c WEBS J5 E Ocro Q. a' O U a c8 c7 ca FO 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 M1 Mitek TM CLIP HYORO,AW O general Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices 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, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job • Truss Truss Type JUNAIDIE BUDIMAN PE i145161 Oty Ply H RT N A 12177542 DR2289A LA ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) ACCU- PAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1s Aug 90 9001 MiTek Industries, Inc. Wed Mar 1 :51 : 7 2002 Page 1 3-0-0 3-0-0 2 Scale = 1:9.9 6.00 12 3 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.13 Vert(LL) n/a - n/a M1120' 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 10lb 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) 1=130/0-4-0, 2 =103/Mechanical, 3 = 28/Mechanical Max Horz 1 = 120(load case 5) Max Uplift =-50(load case 5), 2=-129(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 5-41 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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/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 50 lb uplift at joint 1 and 129 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1QiV— 13 No. 4 5161 s0 March 13,2002 a - . ox:Txrs rv>t ei;,s i, t'.. '• .®"; R%',rb;•,4f.Z. , ,w s' n ^.., yav . µ'` wnr vrxa. --np era anilRSADti`.?w s_a D espntva lk¢fonus n wl(h Mliek'oonnectors;iihk.d{e, I "' n ved all .-Aabllit'..dl-d n: Insta led a ii bade• .:•::. y.xy .. PP..,a y,,..9 Pa hriQ'- uildltn sed.only upon parameters shown, a kfor an Ind..,l poke °. ameteis'cnif" iop'rInorpoiatlon.olc'oinponen,iesnslblllfobulkilnq des. nera'•Flot'tiu'ss -- _- - P .... r_,„i+sy,ati . t. x»h•.r,-.xr..;...o.: - - -- L iia IpgF.to Insure sta'IIty duilnq donsr.deslgner Bra own.Is for lat01a13Upport of`IndNkiva v _,_ .:.,.. , +•Y -r ,,,,..,,44ct+.- ;..s-.,. we members only Addlibnbl'tempota iheoverallsiruatu a k,the responsltill tlytebulldlnqdesneeFor'genera ' a e k 'j y'responsiblllfy;of th orM:Addltbncl b> qu allty conge, deivery, erecibnregardingfabrbatho1, storal and bracirig,,con3ult _GST-88 Cu61My Standgrd,,_DSB 89-Braelny;SpecMlcatlori, and HIS 99 ®Ik hom Truss.Plate Ins111ute583.-D'Onohb.D,rlve Madk`on WI53719, 'O Hondllrig Installlns7 andBraclnq Rsoommandatbn avalbble I 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. For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE%<SiZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING: 4 Indicates location of joints at which bearings (supports) occur. x FORMOl9 OT9 Numbering System J2 J3 J4 TOP CHORDS c2 c3 o WEBS J5 ir Occ0 a sti _ O V a ce c7 cb O 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 IMIL am Mi$eko TM CLIP 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. 4. Unless otherwise noted, locate chord splices 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 into camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at.10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type ty Ply H RT N 9 A JUNAIDIE BUDIMAN PE N45161 12177543 D92289A M ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331-4627. optional) A PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 08:51:28 2002 Page 1 1-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:5.7 6.00 rT2- 2 4 1 2x4 - 1-0-0 i 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/deft = 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 1 /Mechanical, 2 = 173/0-4-0, 4 = 10/Mechanical Max Horz 2=71(load case 4) Max Uplift3 = -31 (load case 5), 2=-150(load case 4) Max Grav 3 = 31(load case 4), 2 = 173(load case 1), 4 = 10(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 2) Refer to girder(s) for.truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 150 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard NO, 4 5161 Y A J) T J• Y G S••: o RcD,'' March 13,2002 sl-_. -t:.: , _ ..,. _ :.:I.,.,,,,;i , ,.s?.e,_ an::-e-asri.• . _ ,._- - zkac y+.ary. i - . 3r: e-.. •y + .1Y I f '.. a1. .iT 7 "`t'n .Y'YP. ^ Y +i"'7`F .3+'XPSW.. 3. 'J .'Fi-a ,. .'.. AR11TIpO,'. y't ; p a, s gnd>READ jC B ON`TMS A?M Id7R.ES L+$Sf y D ri-yal'-?lor"u poT1'ry wHlirMITeVk i tors":This de n h' sed 'onry u{ h pardm eters`'shown a b for an lncllvldual b Il dl qcompo M _ .c, +.ft-,m?:a+w«i<:v •• ... >. .in ran ,pep r •.... o tci,w istle. > x. Installed and+ba ,,yed dlly Appllaabiltty of'deslgn'por mbters and prope.lhcorpoiatbnof compone (kaes orlslbllliky.ol despnerBwcl'n'p'£howri^ktifor lataral'!Up'pod o1 Indlvkival webmeMSers oriry,"Atddltlonal Tempo a y:biaelnp toBisu°ie slabBfly durlhQ consfiubt t` is' esponslblllty of Th er CtornAddttbncl rporrnai e t brbcl gio t5lhe}overdllrctiucfute k ihe=responslbpl t the bul cJ slgner FOK"ganeral - _ y! r - i' d f kJ.y 'L K - .M• ,f _ 9, andregaidlnqtabrk:at_bnqualtty control, storage, delivery, eiection-anC'braclnq":ciinsult OST-68 OudlHy Stcdard, t)SB 89 Bracing SpeeMloatlon, I8 91•' ® , Handling Installing and BraSl`nq Roeommendatlon available fiom Truss Plate Instltute, 583 D'Onofrlo Drive Madkon' WI53719 - wN'} * t, f 1 •?j i jAF'r rf' \ ._ . > ; ni Symb®Is 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 sec urely seat. For 4 x 2 orientation, locate plates/a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mfek/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. 19ARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS c2 c3 o Ir WEBS J5 0 0 O a ce c? cs 0O 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 v MiTek® TM Of YORD-AW CLIP 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. 4. Unless otherwise noted, locate chord splices at / 4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or 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. W, Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H RT N 2289 A DF32289A MA 16472 Segovia Cir. N. ROOF TRUSS 1 1 12177544 Pembroke Pines, FI 33331-4627, optional) A U A - H, L N W D, L, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 1: Page 1 1-0-0 1-0-0 6.00 F12 2 Scale = 1:5.7 i m 0 3 2x4 = 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or'1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=45/0-4-0, 2 = 35/Mechanical, 3=10/Mechanical Max Horz 1=42(load case 5) Max Uplift =-16(load case 5), 2=-45(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 14 BOT CHORD 1-3=0 41 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 16 lb uplift at joint 1 and 45 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard PE 113 PC* S No, 4.5161 , t STATE F uv2 March 13,2002 vA:. r. :-tislf_.n I; x.._r;< :zm_.:r=;:• _, fi ;:erect f s .. s t•i dad ;iridrwl arsdrREAD . 9 ONTAI3 ANDRSiRSE o " < i1SE '' , e ,a 3:. "r..h V Li.M' A-.. ! f 'LIXfV a%r ,H%sY K j l Yf" -eYi &.+ i De Iq sVall to u o lKYwtth MITeK dtonnectorc.-rih94e. basedtonly upa n paOrameTOM—Show,t n d k*1oF/ an adlvlduTMatrbulkfl^q c p_o11InsiClled; cnd`k atled verf aiiy Appll¢'bB ty of"design pa amelers and properincolporatlori oftompo•'n`n'tYls;r;Ap 1 lblllty of bulldlq desl.r%e -n ,6ssfq a'T-:' ...,r ,fir•,.. h F Q d, g..+. deslpneF.'&6cldq shown;rs,.for loferal "upport of Indlvldudl _web members only, Addlibnal tempor'a`[y[[r•°a'"li5p to Insuie stablllfy.durinq construc r k t i , i with to,,-AddRbncl'•` `rmdhenf .brbcl -' `'oYheyoYerall slrGcturek'the`res nslbBll t,'ylhe Dutl211n des ner For eneral. - e '• 4-c• P 'regardlriq f6brkctbn, and OST-BB 3peoHlcatlon, HIB 91"• • qutllNy contol;'storage, delivery, erecfbn $radlnq;'con`sutt OualMy Standard; DSB 8P'Bfaclny and Handlinglnatallir>AandBrocing'ReeommrndaflonavgllablefromTruss:Platelnslltute,583D'OnofrbDMe Madisrfo(ri;eeW..l`53719" - 'MiTek of F .yMn7` f _ ) I •,ef*'rv9}-iY {'i :: '.Y'4•:i - r 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. 17-1 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of a truss and vertical web. o0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 0 0 U a 0 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang- Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE .SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Indicates location of joints at which bearings (supports) occur. MiTek® O TM CLI P FORMO 01A OfYORO,AW General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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. s Job • Truss Truss Type JUNAIDIE BUDIMAN PE ;Y45161 ty Ply H PITON 2 A 12177545 DR2289A MT MONO TRUSS 16472 Segovia Cit. N. 10 1 Pembroke Pines, FI 33331-4627. optional) A U-.,PAN- H,LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 :51: age 1 1-0-0 2-6-0 1-0-0 2-6-0 2x4 II Scale = 1:8. 3 6.00 FTT 2 2x4 - 4X1X2x4 2-6-0 2-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2, X 4 SYP No.3 REACTIONS (lb/size) 2=191/0-1-8, 4=108/0-1-8 Max Horz 2=139(load case 4) Max Uplift 2 = - 1 28(load case 4), 4=-94(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=0, 3-4=-85 BOT CHORD 2-4=0 5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 94 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard ..NOV- L3II j+/ v llFl t N0.4-5161 Or 4cV C y i was. r. ' J '' March 13,2002 a.c:. r: _e..-._,., 1 'q:. x:., ,y -' 1.:..;.,.'a+;,,. a .. ., :. .,,; . ..:v.+et a .&.;*....<. !v:+<..-c..::':arX3F.',,:sCPm,.s:..a :.. _ ..-s: ,..e•.. s,. 7y..: ro rvr r w.. ar• c1S+ forMITek,Coector{sajhl rde n is based?onry.-uponafgmotersstno n; n'tl Is1or an 1ntlNldual,bulldl ncit,z .. Y t _ .0 3a,da+'oar•..*,:w .-m- anb,ba,lry ApplkdbBtty of despri. pa am Leis and propel InCorporatb'°?r'p k ,asponsbtllfy of bulkllnq.des(gner{, wi , apW-6m,"52. conugfb, 7rhe d`• ner."Bracin9'-'ems "ow'irls'}:for Iatercl-suppod-ol'IhdNk3uiweb rliembers,onry Addlibnaftemporary iaclnp+t`iln'i"we=stability duilnp responsfbilltyoYffie!`eta?Adittlonal permanent brarclnq otthe overatl stwcture k'ihe responsibty po,f the..bulidingdesgner;, Foi;general .,,...-lef regardlna tabikatbn quality corit ol,'storoge, delivery, er'ectbnand braclriq; consult OST-B8 OudlHy Stc-irdard`YDSB89.Braclny Speelflcotlon,.and 91- n /® Handling Installing and Bracing R comm ndallon available from Tluss Plate Inftitute, 583 D'Onofrb DrNe Madison, W153719: e "- `• • - . ," f ^ _ , it E E 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. Ya" For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing. Indicates location of joints at which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS c2 c WEBS J5 0 0N2 U O O y U a ce c2 ce 00 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 MirTeko PANEL TM HYDRO -AIR r Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices 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, erection and installation of trusses. 1993 Mitek Holdings, Inc. , Job russ Truss Type ty Ply H RT N A JUNAIDIE BUDIMAN PE J745161 12177546 J DB2289A S ROOF TRUSS 16472 Segovia Cir. N. 2 1 Pembroke Pines, FI 33331-4627. optional) A U- PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Mar 1 :51: 1 2002 Page 1 1-5-0 5-2-5 9-10-13 1-5-0 5-2-5 4-8-7 4 Scale - .2 4.24 12 3x4 0 3 2 1 7 6 5 2x4 11 3x4 - 2x4 - 5-2-5 9-10-13 5-2-5 4-8-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.05 6-7 >999 M112O 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. WEBS 2 X.4 SYP No.3 REACTIONS (lb/size) 4=312/0-1-8, 2=523/0-5-11, 5=430/Mechanical Max Horz 2=368(load case 2) Max Uplift4 = -363(load case 5), 2=-283(load case 2), 5=-206(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-943, 3-4=76 BOT CHORD 2-7=865, 6-7=865, 5-6=0 WEBS 3-7=166, 3-6=-942 6-5) 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 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 at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 4, 283 lb uplift at joint 2 and 206 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard NOF- 13 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 .••.. .... Uniform Loads (plf) '`Q 4fl. Vert: 1-2 = -74.0• Trapezoidal Loads (plf) ! Vert: 2=-4.4-to-4=-183.1, 2=0.0-to-5=49.5 - 5 161 OWE 4F U;;; _ March 13,2002 1jt. a_ y. •.a.tlr:r. - vw... +:i..vt a:: y3 _ :Ax.....,r aLA'+."y4T:r.x,-"'. ..s.. .. _ ,,.r i e •per- 1, KY„tt}r, ®® waxliirndr3 i sanaIRF It XTIM:AW REVilk Ohs rs ,e_9? eslgn,'valkf?tor SO mIyy wan MITek connectors ihb de {Is hosed only upon perametei ow I: fo ten; ln dl qua bul181rfq' com,poq nt to fnsl611e'tl and% ed vei g Applk;dbllBy o1deslgri `d eters.and proper Incor`poraibn o1 com M e p-o I' Itt:y,, of building d`esgner-•not¢tri`isp _ _ _ _ . deslgneiin`emb8rs i'' -&dctn{ iihorwn fosr bferdl'supcpod oflndNlducl w. b" oriry! A'ddltloricl temp3ri ry` bracln'd ftY•tnsur statilllTy duilriq- s jesponsfblllTy oft exe'',Addlfbnal'petmahent btbfel r!lqbgr,.,he.o3erdll?structure°'•Is The responslb Tf`e1!bulldlnq?sdeslgner y"ti regarding 16br at n coritfol, sPorage, delNery, Srectbn and bracing corisutt CST-B8 OualMy Starr ddrd DBB 89-Br6clhy SpeeHkcllon, and HIB•91 Tp qualityk®- HandlingInttclllnttandBraclipRcommfndatlonavolbble4romTruss•Plate InsllTufe, SB3 D'OnoUb Drive Madkon`?WI b3719? -' j ",M' Ye _,' '"- F Symbols PLATE LOCATION AND ORIENTATION 11/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,10 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORMOI!'0 Numbering System J2 J3 J4 TOP CHORDS c2 c3 0 WEBS IJa:O o U u ' ; Cr O dO acec7uFO 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 MiTeko TM CLIP HYDRO -MR General Safety (Votes 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. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is'to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. J, c 16-8-0 23-4-0 B1 - B1 B1 N--- ------ -- B 1 7 B1 B1 B1 B1 - B1 B1 o - B1 CD CD n oIIIn B 1 i;;In B1 Bl ii I B_I ii ii B1 B B B B B:GAB BB E 0 o BBGAB EI LEDGER BRG. 9-0-0 BRG, GAB 8-0-0 BRG, 13-4-0 BRG, IN ENTRY L I 9-4-0 15-0-0 3IE 5-4-0 - - 19 8 0 4 R r i I r i (i; ALL BEARING WALLS TO BE PLACED I J. L 1 PLY HGR. i C TI C E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS i i PRIOR TO SETTING TRUSSES.. I0! 2 PLY HGR. ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI WALLS SHOWN ARE TO BE BEARING.. 1,8 L 3 PLY HGR. SIGNED APPROVAL: X i JOB NUMBER: DR2289 A OR B DATE: 2-10-03 PITCH: LOAD:SHINGLES CCU SPANCUSTOMER: D.R. HdRTON 6' H: 12" 407-321-14-4 0 BY: T.H JOB NAME: 2289 "A OR B" ELEV. BRG: BLOCK A 0- F AT L , A9 A11 2ND FLOOR BRG. A A A A1A A1A A1A i j U A1A j. •..:. J A1A.. A2 A2 OW'dyl-lwlw T23 T23 Lo T23 T21 T23 1ST FLOOR BRG. @ 8-0-0 a T-253 0 T23 oj T23 T23 cu 9 IT, FG23^\ hi, I NOTE: PLACEMENT MAY VARY DUE TO FIELD CONDITIONS A/C PLUMBING ECT. SEE INSTALLATION GUIDE T-ii T18 M19 19 01) w ly- T-1 9 T 19 cy— 0 __j T 19 LA_ T19 T19 T 19 7 ---- -- T T 19: 9-4-0 J IZ)-U-U 5-4-0 19-8-0 TRIM IT FLOOR SYSTEM r V_%'A_ f-'\Nl INC: J': ALLBEARINGWALLS TO BEPLACED_j L ILIT FACE/MT C Tj CE. ! REVIEW ALL SPAN DIMINSIONS-BRG. WALLS I I PRIOR TO SETTING TRUSSES.. MIT TOP/MT -:ENGINEERED DRAWINGS--LOADING--PITCH AND OVERHANGS WALLS SHOWN ARE TO BE BEARING.. SPC SIGNED APPROVAL: X I - - -- - -- - -- - -- JOBNUMBER: 4DR2289,'`illDATE: A CCU SPAN es9a tI, CUSTOMER: D. R. HORTON A44DZ-132 1-.44u\' BY:D 800-330-4008 ti. JOB NAME: 2289 O