Loading...
331 Lusitano Way - BR03-002432 - SFR14 iii• CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 - - Orlando, FL 32822 407)857-9101-,__ ___ _. PHONE NUMBER CBC 055300 PROPERTY OWNER PHONE NUMBER ELECTRICAL CONTRACTORr MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE t- 1' M - R PERMIT # DATE 07`19 b %0.1.01 PERMIT DESCRIPTION PERMIT VALUATION I "ON 114 SQUARE FOOTAGE 61 CVW4 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 331 LUSITANO WAY for which permit 03-00002432 has heretofore been issued on 7/25/03 has been completed according to plans and specifications filed in the office of the Building Official rior to the issuance of said building permit, to wit as S; i'd-4, complies with all the building, plumbing, electri,6al, zon'ng 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: Finaled \ . ZONING: Inspected UTILITIES: Water Lines In 4UAaJ,46 Meter Set Reclaimed Water ENGINEERING: FIRE: Inspected Sewer Lines In Sewer Tap Street Drainage 74 n Paved Maintenance Bond PUBLIC WORKS: Street Name Signs Gl P Sir -erg' Street Lights Storm Sewer Driveway Street Work FEES PAID DATE APPROVAL DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 8/20/03 20.00 01-APPLCTN FEE -ELECTRIC 8/22/03 20.00 01-APPLCTN FEE -BUILDING 7/29/03 10.00 01-APPLCTN FEE -MECHANIC 8/25/03 10.00 01-APPLCTN FEE -PLUMBING 8/04/03 10.00 02-ENGNG DEVLPMT FEES 7/29/03 10.00 01-FIRE IMPACT - RESIDENT 7/29/03 59.27 01-LIBRARY IMPACT FEE 7/29/03 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 331 LUSITANO WAY for which permit 03-00002432 has heretofore been issued on 7/25/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 7/29/03 279.61 01-POLICE IMPACT RESID 7/29/03 91.93 01-RADON GAS TAX FEE 7/29/03 11.32 01-ROAD IMPACT FEES 7/29/03 847.00 01-RECOVERY FD/CERT. PGM. 7/29/03 11.32 01-SCHOOL IMPACT FEE 7/29/03 1384.00 WD IMPACT:SINGLE FAMILY 7/29/03 650.00 SD IMPACT:SINGLE FAMILY 7/29/03 1700.00 7) P\ n OWNER BUILDING OFFICIAL / DAT CERT.IFCATE OF OCCUPANCY REQUEST FOR FINAL, INSPECTION e f SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: U 132 ADDRESS: I Lis - , Li CONTRACTOR: \ PHONE #: '--A The buildigg division has prepared a Certificate of Occupancy for the abovelocationandisrequestingfinalinspectionbyyourdepartment. After yourinspection, please sign off and date the C. O. or submit addendum if it hasbeendeniedorapprovedwithconditions. Your prompt attention will beappreciated. Engineering DFire ublic Works )' J'tD J Zoning Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) t peaI 1 1 I 1 1. j j j p T j CERTIJi' LATE OY' ®CRC R.JPAl V REQUEST FOR FINAL INSPECT t 1 I SINGLE FAMILY RESIDENCE*** V a DATE:rz 0PERMIT #: DOM32 `°'.. I t d CL . C 2: itADDRESS: - JS -e e ® u V i ° Q- CLCrc CONTRACTOR: W ' " " M p y G PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O: or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. F]Engineering Public Works Au.tili q D Lo, Fire CONDITIONS: (TO o Zoning Licensing COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION O.M.B. No. 3067-0077 Expires December 31, 200, For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number. 331 LUSITANA WAY CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 131, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION. B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRMINDEXDATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940045 E 4117/95 4111195 A, X 24.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile FIRM Community Determined E Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: E NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes E No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations arebased on: Construction Drawings" Building Under Construction' E 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 forwhich this certificate is being completed - see pages 6 and 7. Ifno diagram accurately represents thebuilding, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, AR/A1A30, ARIAH, ARIAO Complete Items C3: as below acoording tothe building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of. Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes E No o a) Top of bottom floor (induding basement or enclosure) 29. 3 ft.(m) o b) Top ofnext higher floor N/A, _ft.(m) C o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o o Q o d) Attached garage (top of slab) 28. 8 ft (m) E r o e) Lowest elevation of machinery andfor equipment w. servicing the building (Describe in a Comments area) 28.6 ft.(m)"— r o f) Lowest adjacent (finished) grade (LAG) 28.1 ft.(m) o g) Highest adjacent (finished) grade (HAG) 28. 3 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. 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 LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH T E.180 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 11/20/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. ForInsurance Company use: BUILDING STREETADDRESS (Including Apt, Unit, Suite, andfor8ldg. No.) OR P.O. ROUTE AND BOX NO. Porky Number LARGO 331 LUSITANA WAY CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (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 mustbe completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) I E2. The top of the bottom floor (including basement or endosure) of the building is ft.(m) _in.(crn) 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 orelevated floor (elevation b) ofthe building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use I natural grade, 'rf available). E5. 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 ZoneA (without a FEMA- ssued or community, - issued BFE) or Zone AO must sign here. 1he statements in Sections A, B, C, and Eare correct to the best ofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) s The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architectwho is authorized by state or local law to certify, elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued oroommunity4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is providedfor community floodplain management purposes. 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 DATE COMMENTS Check here if attachments IFEMA Form 81-31, January 2003 Replaces all previous editions I - —._ PLAT OF SURVEY DESCRIPTION: *(AS 'FURNISHED) LOT 131, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA W. MARK. HAYS AND PATTY J. HAYS AMERICAN HERITAGE MORTGAGE CORPORATION TRACK A LUSITANA WAY 50' RIGHT-OF-WAY PI - I LOT 133 LOT 132 GRAPHIC SCALE i 60, 00' I WALK 15 0 15 30 d>.5 I S90*00'00"E a64 1.5' OFF I0 I a LOT 131 N 9.0'- R 3'x3' o.:...p P...: s.o' CS O 15.0' a3 O=90'00'00" LOT 130 TWO STORY i 0 o ppR= 2 5. 0 0' CONCRETE BLOCK I WOOD FRAME N _ z W . O i 00 0OORESIDENCE O FINISH FLOOR O 00 Q 0- L-39.27' ELEVATION=28.15 O QCB=S45°00'00"W00 V) C=35.36 Z o . W COVERED of o 269 ENTRY n 5.7' n I n 0 0\ 00I S.D. 19.6 N N 14.7 Q' Z 115.0' Lu W \m PT i Yop OW - CONCRETE ; ¢ I?=2DRIVEWAYd ; 3 10' T{hIXY EA'yEM NT 10. . Q1p WALK IS 1.7' OFF IN90`00'00"W of 1WALK 35.00 ago r ohN1oOl N90'00'00"W ryb z 378.52'_ PC a, - APPALOOSA COURT 50' RIGHT-OF-WAY NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY LEGENDINCONSISTENCIESHAVEBEENNOTEDONTHE NIROR FNDt/2" OD 2" IRO SURVEY, IF ANY. NO ID. BUILDINGSETBACKLINEFNDNAILAND DISC CENTERLINE LB #6393 (11/7/03) 2. PROPERTY CORNERS SHOWN HEREON WERE RIGHT of wE FND IRON ROD LINEATIOOENSET/FOUND ON 11-7-03, UNLESS OTHERWISE 13124 EXISTING ELEVATION ® LB N639393 (11/7/03) SHOWN. f CNA ACCESSIBLE CONCRETE DENOTENER DE DENOTESDELTAANGLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LLAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS LAND SURVEYOR C.B. DENOTES CHORD BEARING WAY, RESTRICTIONS OF RECORD WHICH MAY PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE AFFECT THE TITLE OR USE OF THE LAND. PCP PERMANENT CONTROL POINT P) PER PLAT PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF -REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY 4. NO UNDERGROUND"IMPROVEMENTS HAVE BEEN FND FOUND TYP TYPICAL LOCATED EXCEPT AS SHOWN. C/W CONCRETE WALK A/C AIR CONDITIONER S/ W SIDEWALK CBW CONCRETE.BLOCK WALL CP CONCRETE PAD RP RADIUS POINT 5. NOT VALID WITHOUT THE SIGNATURE AND THE c5 CONCRETE SLAB CHU OVERHEAD UTILITY LINE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED C CHORD LENGTH PK PARKER KALON ID IDENTIFICATION POL POINT ON LINE SURVEYOR AND MAPPER. R RADIUS PCC POINT OF, COMPOUND CURVE POC. POINT OF CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL I HEREBY CERTIFY. THAT THIS BOUNDARY S NO1202890045EDATED4/17/95 AND FOUND SURVEY, SUBJECT TO THE SURVEYOR'S NOTE THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, c - mac CONTAINED HEREON. MEETS THE APPLICABLE AREA WITHIN 100 YEAR FLOOD PLAIN. 4r'f : ar T " 1 TMINIMUM TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BY THE FLORIDA .BOARD OF PROFESSIONAL VERTICAL CONTROL AS FURNISHED. to SURVEYORS AND MAPPERS IN CHAPTER 61G17- 6. FLORIDA ADMINISTRATIVE. CODE BEARINGS' SHOWN HEREON ARE BASED. ON THE NORTHERLY LINE OF LOT 131 AS. PURSUANT TO CHAPTER 472.027, FLORIDA BEING N90'00'00" E PER PLAT. sraruTEs. FIELD DATE:)7-18-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM AMERICAN SURVEYING & MAPPING ASM41822 JOBNO. CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 FOR THE FOUNDATIONFINAL 11-7-03 CKB 320 EAST SOUTH STREET, SUITE 180 FIRM ORLANDO, FLORIDA PLOT PLAN 5-15-03 SDO WILLIAM R. M SCATELLO jr. PSM 492 DATE DRAWNBY: 32801- (407) 426-799 CERTIECATE OF OCCUPANCY REQUEST FOR FINAL; INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: D3!-5-932 ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Oongineering Fire ;{ t ljzr ju, Public Works D El Zoning 1 Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL). Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI.. Electrical New Service —:# of S Addition/Alteration Change of Service Temporary Pole Mechanical Residential Non -Residential Replacement New (Duct Layout & l3nergy CaIE. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of WaterClosets 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_ fir omer.w., Y) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address:/ Phone: Contractor Name & Address:M-AM HEATM R, AYR COM License Num Phone & Fax: Bonding Company: Address: Mortgage Lender: . Address: ArchitecUEngineer Address: Phbh ezrtd32M 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF CON TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: hi addition to the requirements of this permit, there may be additional re this county, and there may be additional permits required from other governmental Acceptance of permit is verification that I will notify the owner of the property of Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personal]% '. nog n to Me or Produced 1D APPLICAI-IONAPPROVED BY: Bldg: Initial & Date) Saccial Conditions: Zoning: compliance with'aItapplicabic laws reyuJaring EME MAY RESULT II\ YOUR 1'/t.iTNG JLTiWFH YOUR LENDER OR. AN that may be found in the public records of t districts, star encies, r fr,deia.l agencies. zw 13. e6ature of Coneactor/Agent Date ROBERT G. DELLO RUSSO not Contractor ReVsppme Signature of No_n-State of Flo Contractor/ Age-.: is _ Perso 5 Produce1 : D Initial & Date) (Initial Date) DMECAAROL TOOKMANIAN MY COMMISSION A DD 184234 EXPIRES: February 17, 2007 Bonded Thru Nolary Pudic Undorwrlten F D: lrrtial & Datc J 5-06-203 7 : 09AIA 1- RUM w uvo'rs-, •I-gri u>wvtare•r:rr n ,:,SI. >r.:. CrTVOF SANFORD PERMIT APPLICATION 7 Permit si : 03- pate: gaffotive yf WArki 11l{. W'If piHd19N q.ja _ V}luo a 61'1, Permit Typci Building •_ ._ Elcutrical ., Mochanical Plumbing F•im Spnnkler/Alarm Pool Temporgiy Pole Electricid: New Service - 57 of AMPS Addition/Alteration Change of Smicc _^ Mechanical: Residential Non•Rcsidcri6a) Replacement New (Duct Layout &Energy (7ale. Required) Plumbing/ New Commercial: A of Fixtutts 9 of Wata 8c Sewer Lincy p of Gas Lines Plumbing/ New Resfdentlal: N of Water Closets,_ Plumbing Repair - Residential or Comrnercial Occupxncy Typo Residential ' Commerciel industrial Total Square Footage: — form requirud for other than X) Construction Type: p of Stories: ti of Dwelling Units: Flood Zone: , (FEMA Parcel «: Attach Proor of OlIwlInee-rsntp Q Legal Description)/ 1C(' C B('d S .SD kk Z2e/ . OwnlYs Name &AddresA'. Phone. y07 j 7 r _ — J L Contractor Name & Addres, C I / 4 r J(44 Z- J % ltatc LlccniC Numher ,32pS- L)-9--— Phone: i 7 — .ZO l-Phone Fax: zm . Contact Person: _....0 Bonding Company. - - • - nddresc ...: Mortgage Lender Address: .. '- ^ Phone. .. .. ArchilecUEnginter: - Fact: Address: - Application is hereby made to obtain a Permit to do the work and installations as indicated. I certify that no wink or install non has corrvncnced prior to the issuanceofapmniiandthatallworkwillbeperformedtomeetStsndardsoralllawsregulatingcaUtructioninthisjurisdiction. I undmcand (hat't s w&W permitmustbesecuredforELECTRICALWORK, PLUMBING, SiGNS, WELLS, POOLS, FURNACES, BOILERS, HEI,TEYS, TANKS, and AIR CONDITIONERS, cic. OWNER' S AFFIDAVIT: I certify that all Ol'the foregoing information is accurate and that all wx" will be done in compl anct with.all applicoble laws regVlat rig construction and zoning. WARNING' TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYFNC T1V)CE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU RJTEND TO OBTAIN FINANCING, CONSULT WrM YOUR LENDER OR AN ATTORNEYBEFOReRN;CURDiNOYOUR NOTICE OP COMMENCEMENT. NOTICE: In addition to she requirements of thin permes mit. theremayheadditionalrestrictionsapplicabletothispropertythatmaybefoundinthepublicrecordsof this county, and there may be addidanal permits rcquirai fmm other govemmcnisl rnnha Such aS watar manogmrient districts, state rgencits, Or federal agcn"' Acceptance or perini( is vcnrlcution ih;ii I will notify the owner of the property of the regwremc of I'Iorl n Law 713. Signature u( Ownci/Agenl Uaic Siralure of COntractor/Agent Date nC PS Print Owner/ Agent's Name Print CuntraetONAgcnt'. Na e_ TICnaturc orNuu, ry-Srolr, of Florida i)alc -signature of ily•Sutc of l- Ida Uulc l.v) tr/AGcni is Periunolly Known ur Vic ui I`I' LIE'AIIO\APPI(OVID IlY' 111114:--.,...-. ..— In16:11 & 1)aic) V„Iraelnr/ Agent Is Vrr:rinaily Known iv Mr ill producrrf IU ... ...— In 11171 8:. DJIC)• (11),(131 4: DAIC) (I,tial S Uatc trYPr,, Marie A. Zettlemoyer tPP . A' Commission 40221380 Expires: Jul 15, 2007 v?: Bonded Thru rr OFIF0"` Atlantic Bonding Co., Inc. N rynit # ddrcs ti k n 6 ktkarp".Gw Description of Work: C DlAe'..•'i qPKicCITY OF SANFORD PERMIT APPLICATION L T3 i - o sl V% Zoning: Value of Work: ermit Type: BuildingElectrical Mechanical - Plumbing Fire Sprinkler/Alarm Pool Electrical! New Service - # of AMPS Addition/Alteration Change of Service TemporaryPole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Reqi4ired) Plumbing? New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines Plumbing/Ncw Residential: # of Water Closets a, Plumbing Repair - Residential or Commercial Occupancy Type:: Residential_ Commercial_ Industrial Total Square Footage: Constru6tion Type: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel # (Attach Proof of Ownership & Legal Description) 9wncrs N, amc & Address; 16'f+"\ -Lr\C- Phone: Contractor Name & Address: 6, ING ADVAN IAGEPMR' P.0. - State License Nu 620027 mber: Phone& Fax: OVIEDO, FLORIDA 3276a6QWPcrso.: 407) Phone: 3bb- SV94 Bonding Company. Address: iI Address: Architect/ Engineer: Phone: Addr ess: 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 ofapermitandthatallworkwillbeperformedto. meet standards ofall laws regulating cc' jurisdiction. I understand that a separate construction inthispermitmustst besecured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. II OWNER' S AFFIDAVIT:.l certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction andzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORERECORDINGYOURNOTICEOFCOMMENCEMENTNOTICE. U- E: n addition to the requirements of this permit, there may be additional restrictions applicable to this property. that may be found in the public records of this , county, and there may be additional Permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification th if Law, FS 713, it at.1 will notify the owner of the property of the require t Signature of Owner/Agent Date Signature o-f Co-n-fteW/AgcniDatePrint Owner/Agent' s Name Print Contractor/Agent's Name Signature of Notary - State of Florida Date Signature of Notary -State of Florida Date Owner/Agent istih 111''!1111:11HA Y. H Personally Known toMeorLContractor/Agent isPersonally0WCOMMISSIONProducedIDCv5840ProducdIDEXPIFebrua1, c6d Th NO2004waryPu I* Undo APPLICATION APPROVEDBY: Bldg: Zoning: Utilities; FD: Initial & Date) (initial & Date) initial & Datc) (Initial 6& Date) 0 Special Conditions: COUNTY OF S[MIN[E IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75522 DATEx ' r------ BUILDING, PERMIT NUMBER~p/- (CITY) COUNTY NUMBERx UNIT ADDRESSu ` '` ^ ' TRAFFIC ZONE: JURISDICTION: O6. CITY -OF ---------_ SEC: TWPx RNG: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOTn OWNER NAME: ADDRESS:/ APPLICANT NAMEo' _ ADDRES% A --------------------- 0__________________________________ LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential . 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 CO -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 CO -WIDE O dwl unit $1,384.00 1 $ 1,384.oO 2,285.00 STATEMENT / RECEIVED BYx ' ' ' ( / 6 / Y '` \ SI8NATURE: v - RECEIVED - ' ^ ~-----_--_-----_--__--_----- PLEASE PRINT NAME) / ^ r- r- - NOTE TO RECEIVING SIGNATORY/APPLICANTx FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY /`/i/ NOTE** \ PERSOHS 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 AP EAL THE CALCULATIONS OF THE ROAD LIBRARY SYSTEM AND/OR'^ \[/ vv EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE RE[XjESTFOR REVIEWAMUST MEET THE REQUIREMENTS OF THE COUNTY LAND ELOPMENT CODE., COPI F THq RULES GOVERNING APPEALS MAY BE PIC R ESTED,~FRO P N IMPLEMENTATION OFFICE: 1101 EAST FIKSTSTREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE, THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** Q^n,..,.,.-. m ..'4«r axy a i-hqa; a.:-•A.i 'fx.+s+z xx .. x., ri ?d xvw1R''„' 4Ftsx.:',+`e i9z«{his _ CITY OF SANFORD PERMIT APPLICATION' Permit # : ' 'ADate: `! Job Address: 31 L u5 Mtn U pDescription ofWork: zsv-, CIO Historic District: Zoning: Value of Work: S. lc ln S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair— Residential or Commercial t. Occupancy Type: Residential / , Commercial Industrial Total Square Footage: cP c9k_v 4 Construction Type: :Bk CX, # of Stories: __V_ # of Dwelling Units: I Flood Zone: (FEMA form required for other than X) Parcel #: Owners Contractor ame & Address: / Phone& Fax: *-;-1 Bonding Company: t P Address: Mortgage Lender: f Address: Architect/ Engineer: PL Address: k N •.1 Contact Person: L Attach Proof of Ownership & Legal Description) Phone: State License Number: Phone: Fax: " l..i' Application is ishereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenceki piu,t to tire, 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 IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ON TICS: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe4QN vehficatiln that 1 trill notify the owner of the property of the reclreme is of Florida Lien Laws JS 713. , Signatdr of OwnerTCgent Date y tuir"( Contractor/Agent Date Print S atureaies CIA Date , t ure of Not C NO.Op' 3A330 O A ritJR MMONAUfY 2b, 2p06 If VICUcl OF N 1.1 P. NCITARY PUBL C 5TATE OF FLORIDA I O, pDtV,6 O tieersonall Kno iii to Me or Contract /Agert Qitrfy` r roduced ID Pro uc%LM[CIO N{til- Ivry APPLICATION APPRO\' FD BY Specia! Conditions: V Bldg: 16 _ _ Zoning: Initial &Dare) C lines: FD: itial & [)are). ( Initial & Date) (Incial & Date) 4L. June 9, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. for the following work: Construction of a SFR on Lot 136, Bakers Crossing Phase 2, 331 Lusitano Way. Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner', recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive - Suite 102 - Orlando, Florida 32822 - (407) 857-9101 - Fax (407) 857-9228 Roger Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. WITNESSES: ca Signature Patricia Coulton Printed/ Typed Name Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Owner) Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 6th day of June, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is nally known to r who produced their Florida State Identification. OfFICIAL v'C'A Iri a PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DDIM330 MY COMM!SSION FXPP.JULY 26,2006 Notary Signature otary Stamp 6250 Hazeltine National Drive - Suite 102 - Orlando, Florida 32822 - (407) 857-9101 - Fax (407) 857-9228 D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # . SUBDIVISION: BAKERS CROSSING ADDRESS F-L z I i C'f fECA (,/ST BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEX CONTRACT jDri U6 at Rrm /-{- I hearby name and Limited Power Of Attorney nt: Craig Coulton and each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and The Building Dept. of: C I to o a, For a residential permit for work to be performed at: Lot#: 1-,c;. I3 ly K Subdivision: -akus Address: ,!>t,t,A( t 1ty fit. And to sign my name and do all things that are necessary to this appointment. on assl Richard B. Ladd CBC055300 Contractor State Registration Number r ignature of Contractor This foregoing in Irum nt was acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who is personaill kn wn to me. State of Fla da o""FF["7-Y-, PAT County of range. NCnARYPl3BRIDA CO AMI330 MY COM w'1,2DO6 Nota Public Signaature Notary Seal CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 - FAX # (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) NAME .- • F4Or'Ut'1 J 1 tC SERVICE ADDRESS I L-U r.L MAILING ADDRESS TURN ON DATE OWNER OF PROPERTY MAIDEN NAME rL12 Mal SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE COMMERCIAL v" HOME# WOR040q-t3g:i-q 10 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. Y SIGNED;DATE DO NOT WRIT9 BELOW HIS LINE DEPOSIT AMOUNT $ CUSTOMER# APPLICATION FEE $ _ LOCATION# OTHER FEES $ LAST BILL READ THIS READ TOTAL $ CSR DATE CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT p 1. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) p 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: o a. Foundation plan Indicating footer sizes for all bearing walls. Provide aide view detailsofthesefooterswithreinforcementbarreplacement. o b. Floor plan Indicating interior wall partitions and room identification, room dimensions, ndlnaoor, window, s decks and stai IIathroomr opening sfixtures andoke detector, location(s), g 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) O C. Elevations of all exterior walls, east, west, north and south. FinishfloorelevationheightasperCityEngineeringDepartmentor subdivision plat. o d. Cross sections of all wall sections to be used In the structure. Bearingnon -bearing Inter and exterior. Show all components of wall section. O e, Framing plan for floor joists where conventionally framed. Plan toIndicatespan, size and species of materials to be used. O f, Engineered truss plan with details ofbracing. Engineered beams for spacing openings to carry and support trusses. O 9. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footagesiitj_ S.F. Garages/Carports -- S.F. Porch(s)/Entry(s) _S.F. Patlo(s) Conditioned structure S'F' Total (Gross Area) S.F. p 3, 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. p S. Other submittal Documents: O a. Utility letter or approval when public water supply and/or sewer system connection to be made. 0 b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact theCityEngineerfordetailsregardingthearborordinanceandpermit. O 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been Issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie beadhs - 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 callings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE ka- By Owner or Authorised Agent) 4COiL ' -,rF:to _ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name Address_ f City/ State/Zip lA, 1 3"ZZZ Phone & Email Quarterly Payment Amount a 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 Sentrlcon System. Name Address City/ State/Zip Phone & Email INSTALLATION ADDRESS: 151 1.... X'l1a"t1.130 PN"4 A ii l SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: - P t eQC DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GO v 7HE 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 4, during those years, Inform the Customer of: It. 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. TheCompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobligation. The Sentricon PretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifiedpropertysubjecttothetermsandconditionsofthisagreementforerquarter (3mo period) payable on or before the end of the previous monitoring period. After thefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% peryear. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baitedfreefromanyfactorscontributingtoinfestationsuchaswood, trash, lumber, direct wood -soil contact, standing water. underpiertypestructure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under thearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insectInfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. Failure ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, VYHETHER EXPRESS OR IMPLIED; INCLUDINGSTATUTORYWARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANNTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY, Customerexpresslywaivesandreleasesanyclaimsinanylawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no eventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)lt Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatment may havng not less than two ys prior to treatment regaring any allrgy or, sensitivi a concerning odors, st, npolleand (2t Is their in, respiratory illness, ortytonotifyApexIniotherconditionthatmay )beaactivated or exacerbated by the p oductseand or ry 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. 1. 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 theodifythecomponentsInanyway, other than the right to their use asComponents, and the Purchaser may not alter, remove, or m Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized 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 Sentrlcon* System a. Apex will (1)so,notify the Customer, (2)offer Customer the alternatives of either using a different form of termite protectionordiscontinuingtherelationship(note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcertainstructures. 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)lf the Customer and Apex (Partles) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received (4)iftheCustomerelectstodiscontinuetherelationship, 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;.(S)retrieve, or advise DowEIRnco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (I)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval oftheComponents; and; (2)elther agree with Apex on the use of it different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the Initial installation. Prior to; (1)the Structures) being structurally modified, altered, or otherwise changed or; (2) to any termiticlde being applied on or close tothelocationofanyStation, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or suppliesoccurs, the Customer wilt immediately notify Apex In writing. Failure to notify Apex in writing of the events listed above may Vold 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 partoftheCustomer'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. PAYMENTIDEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located InMerrittIsland, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, 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, sttikes, 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; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)fumiture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all 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 seg. Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it! designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (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 Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately in writing t The Apex Corporate Office. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the Identifie Property for any purpose contemplated by this Agreement, including but not limited to re -inspection, whether the Inspection was requeste by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for 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 it = 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 NMerrittIsland, 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 PLOT PLAN DESCRIPTION: A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFGPO, 'SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE s J THE SOUTHEAST CORNER OF LOT 49, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROUGH 29; THENCE RUN S89'35'18"E A DISTANCE OF 343.11; THENCE RUN N00'00'00"E A DISTANCE OF 74.07 FEET; THENCE RUN N90'00'00"E A DISTANCE OF 50.00 FEET; THENCE RUN S00'00'00"E A DISTANCE OF 85.00 FEET; THENCE RUN N90'00'00"E A DISTANCE OF 160.00 FEET TO THE POINT OF BEGINNING; THENCE RUN N00'00'00"E A DISTANCE OF 110.00 FEET; THENCE RUN S90'00'00"E A DISTANCE OF 50.00 FEET; THENCE RUN S00'00'00"W A DISTANCE OF 110.00 FEET; THENCE RUN N90'00'00"W A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES t. NOTE: LOT 136 CONTAINS 5500 SQUARE FEET * THIS STRUCTURE CONTAINS 2180 SQUARE FEET t TOTAL CONCRETE 626 SQ. FT. t TOTAL SOD 2694 SO. FT. t N90'00'00"E 135.00' COMMENCEMENT BUILDING SETBACKS PREPARED FOR: FRONT: 25' D.R. HORTON REAR: 20' SIDE: 5' CORNER: 15' MLW: 50' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. 1 UNNAMED ROADWAY ) PROPOSED BAKERS CROSSING, PHASE 11 I 420.00' PI 285.00' - - - - - 14- CENTERLINE OF RIGHT-OF-WAY 50.00' 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 PLAD{— I HAVE EXAMINED THE F. NO 120289 0045 E DATE THE SUBJECT PROPERTX AREA WITHIN 100 YEAR l AREA OUTSIDE 100 YEAR BEARINGS SHOWN MERE ARE BASED ON THE SOUTHERLY LINE OF &-•- BEING S90'00'00" E PER PLAT. FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ POINT OF BEGINNING 1"=30' rGR,PHI,C SCALE 0 15 30 M fLOQR SLAB ELEVAT,,ON Lo Lq§T RE 16a A03C-.,Z , bI AD,RCE` ROAD RpVVN OTHERWISE APP UNLESS avEa LEGEND BUILDING SETBACK LINE CENTERUNE MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY RIGHT OF WAY LINE pOL POINT ON LINE YxXXX PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED CONCRETE o DENOTES DELVTA ANMGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP MPLETT CONTROL POINT PRP) PER O DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY CALL) CALCULATED TYP TYPICAL FNO FOUND A/C AIR CONDITIONER C/W CONCRETE WALK CBW CONCRETE BLOCK WALL S/W SIDEWALK RP RADIUS POINT CPPB CONCRETE PAD PPpLA TTE R CS RADIUSCONCRETE SLAB N S 5BOOKNA?5 GRADE R/W RIGHT-OF-GTHWAY SO. FT. SOUARE FEET ORR OFFICIAL RECORDS BOOK ASM41810 ILRIIrII.AIIVry yr AVIrIVRILAIIV Nu JOB N0. 320 EAST SOUTH STREET, SUITREPOSITIONOS/15 03 S00 ORLANDO. FLORIDA DRAWN BY: LOT PLAN 5-07-03 SOO 32801- (407) 426-7979 MAPPING MBER LB#635 E 180 I . THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VAUD VWTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5-ZD -03 JAL I 4 FOR THE FIRM R. U5CA LLO JR. PSM# 928 DATE CALAv. BETWEEN ONE BY WOOD CONCRETE OP W000 BUCK 6 BUCK. BY OTHERS mASWY 6r OTN£RSTHE4ENING l'By OT ERENING BYOTHER: CAULK BETWEEN WINDOW FLANGE WOOD BUCK I MIN i n( A CHSCONP-mTL F_ InsrALu.TtanANCHOR 1/ 16' DIA. TAPCON STUCCO J BY OTHERS PCRiNC'" CAULKBY. OTHERS RIGIo WPM GLAZING BEAD TYP1 a. V. t-lA•' "IN BUCK WIDTH) EN9A0m2N7 tNSTALLATION ANCFCP ONE BY v000 3/t6- DIA. TAPCON p BUCK BY GTHCRS ST 0 BY THERS SHIN AS REO'D. RIGID VINYL t/S' NAX. GLAZING BEAD (SEE NOTES) G GLASS TTPxSEE NOTES) FLANGE TYPE VD( DOV FRANC IAMBCAULK BETWEEN WINDOW FLANGE v t WOOD BUCK PERIMETER CAULK BY OTHERS VINDOV VIETH) 6x BUCK CAULK BETWEEN CAULK BETWEEN WINDOW HEIGHT) WOOD BUCK 6 FLANGE t PRECAST SILL BY OT.OPENING V/ WAKEN 116 ADHESIVE BY OTHERS CAULK, OR APRV*D. EOL. SECTION 8-8 FLANGE TYPE OR PERkw. ETER SrNWvFRAMENASYEOPENINGCAULKBYOTHERSBYOTHERSIf 9 W. W. A-1, B: OTHEERS A -- NOTES SECTION A —A A B C I T) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. I/Ax. ALLOwAQLE r O , E "Y '/ SHIM ND STACK TO AT IIAL: 2) wln00wFRAMEMATERIAL: AI UMINuu ALLOY60b3 F- 3) INSTALLATION ANCHOR MUST 8E of SUFFICIENT LIN TO ACr.1Evl U7. AIN Eu5E0uNT OF t-1//' INTO MASONRY OR CONCRETE.(y/ a) USE SIUC01aZED ACRYLIC CAULK BEHIND MMOOW FLANGE A: H£•0 I Q-• 1 ,. 4 JAue5. 54L MUST EE ATTACHED TO TH< SU3 rtUif Kern r , VULKEM 116 ADHESIVE CAW OR APPROVED EQUAL. S' 5) USE SAJOCONIZED ACRYLIC CAULK FOR PERIMETER. SEAL AROL;NO W.H. _ I iy EXTERIOR OF - NOOw FLANGE. r __.iL C 6) IFEXACTMNOOWSIZEISHOTLISTEOINANCHOR. CHAR US -- ANCHOR CUANTITY USTEO WITH NEXT LARGE? SIZE. FOP.1 APPROPR 7EDESIGNPR£$$UPE REO O 4q 7) CLASS AtICKNCSS MAY VARY PER THE F OC15EMEMT5 OF AST. / G c13o0 GLASSCARTSa) LETTER CESIONATIONS ON THE TAPCON _Or'ATION CHAPT INO14 ! A•J wHEFE TA. - CON ANCHORS ARE TO BE O,SUL_rn WHEN UL,.,, EXTERIOR ELEVATIONASAKEYII 9) ALL MAC CP.Y APPLIEDWITS N07 OESKsu 3 FOR TAPCCN . ANCHOR SHOULD BE FILLED WITH I,'Sr REW—. 0; $J Cfz.T trA TO PROWN, MIN z/L NV £MQEUMENT 1N 'J wfiO9 6J4Y, IO) FLORIDA rxr UOcRs 1 +J S¢FIr MI, rrr Is c.1FJw PRIM *'-SCAPPLIES:r /} E.?Icic.NG E NUNC I` t I i 10 wHEwvvo' IL I1 ri x? .+ ti«,r J AI X SHIN AS R£0`0. 1/A• MAX SEE NOTES) FLANGE TYPE VINWv FRANC HEADER GLASS TYP.) ( SEE NOTES) i TAPCON LOCATION CHART CALL 8UCK LOCATIONS IN HEAD LOCATII SIZE SIZE3o.5F TO 40- 1t.s To 7OPSF 3" TO 4 12 1a 1/e z 25 e e F.G t3Ia1/e x 37 1/6 6 B F.0 t6Ie 1/3 A .9 5/6 8 B CC 165 16 (/a x 55 1/• 8 8 F,G 15to $/a x 91 8 8 f.G I6 . is t/e X 71 8 8 F.CI7 1 axa3Fc41225 1/2 x 25 8 E F IN3 251/I x 31 3/a 8 B FF FAG Ns 25 1/2 z .9 5/a B B FA f JHJ IM45 2S1/2 z 55 1/. 8 8 F,C FCJU INS 251/2 x 62 8 8 FF F.G.H1J INS251/1 x 71 8 8 F,C i,Cl11 1H72512xa38gF.GJ.K F-G,1-K 30 1/ 1 • 25 29 1/1 x 25 30 1/ 2 . 3a 3/6 29 1/2 z 37 3/a 8 8 F, F.I 30 1/ 2 . 50 3/a 29 1/2 z .9 5/6 8 8 FA F,C.NJ 301/ 2 • 56 1/.. 29 1/2 x 55 1/. 6 6 F.c F,C.H130 1/ 2 . 63 29 1/2 X 62 8 6 F,C F,c111 301/ 2 72 29 1/2 x 71 e g F.G.HJ F,G.H1 30 1 2. a. 29 1 2 x a3 B g FFJ.K F.Cj.K. 22 36X25 23 36. x 37 3/a. 8 8 F.0 F.0 2/ 36 R .9 1/6 8 e F.0 FX" 245 36 R 55 1/, B e F.0 F.G,NJ25 36 x 62 6 B FA.M., F,GJ•J16 M x 71 g 8 F.C.NJ O.EF&/IJ 7 36 x 63 g g F.GJJ( F,G.iUJ.K41X 25 7 12 . X 3/4 11 x 31 1/6 8 8 Fp F,G,HJ 2 • 50 5/a 1 x •9 5/e 8 E F.G F.GIIJ 2 . 56 1/. 41 1 35 V• B E F,GJ1,f F.G.Mi1 . 63 11 x 62 8 8 F,G Nj ox_r.GJHJ R2 . 72 at x 71 g g F,GJHJ O.E,F.G.Ki a . a 11 x 83 F,GJJ1 F,GJH,tJA Aa • 26 AT x 25 5 A.0 H. a . 3z 3/5 1 x 3) 3/a 8 A.0 F.0 F,GJU 6 . SO 7/a 7 x 19 5/3 8 A.0 FA F,cJHI I/. 7 R 55 1/1 6 AC F,c,n1 F.G.H1 637 x 61 8 A.0 F.C.HJDXF,CJu 46 • 72 7 x 1 r e A.0 f,GJHJ D.EF.CJH1A 1 R 9} 1 F K F H1 % 32 52 1/3 X 15 a A.0 P,G F,G 33 52 1/6 x 37 3/8 8 A.0 F.0 f,C.H113• 52 I/a x 19 5/a 6 AC I, C.r.J fG.N13<5 S2 Va x SS 1/a a A,C ip,H,I EF OGHI 3S12 1/a x 11 a A.0 F,C.H.I OEF.GI/.1 36 51 Va R 71 a A.0 F.G.H1OEfGn.1 37 57 1/5 R 83 a A..0 F.clr 37 SIZE NOT AVAICL3LE 6. IWO Cs ISCO SERIEi. FLORIDA EXTRUDERS` SANFATIONAL. INC ORD, FLOPIDATITLE: iNSi A'__A11 CN C=iR;: rE :?N iSQO 40U 7Ri Y: v H4 -,_ j APPPOLED BY. FLEXOr 173 I' Nt SHEATHING By OTHERS 48 BINSTALLAi10N ANCHOR SCREW <TTPJ EXTERIOR FINISH BY OTHERS PERIMETER CAULK By OTHERS FIN TRANCE HEADER VIILW EXTERIOR PERIMETER CAULK BYQTHCRS EXTERIOR FINISH -- By OTHERS 8 INS TALLAI ION — ANCHOR SCREV (TrPU SHEATHING — BY OTHERS I/ N' IIAI. 8 INSTALLATION CAULK BEHIND FIN SPALE ANCHOR SCREW <i rP,) SHMSHIM A$ REO'0. TWD BY FRAMING 8r OTHERS TvOByBUILDSEENOTES) DOvN By OTHERS CAULK BEHIND FIN FIN fRAME JAMB , NOTES: SHIN AS REO'D. I) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD SEARING SEE NOTES) SHIJ, MAx. ALLOWABLE SHIM STACK TO SE 1/4-. GLAZING cTYP. 2) WINDOW FRAME MATERIAL- ALUMINUM ALLOY 6063. SEE ROTES) Mr MAX 3) USE S3.CONIZED ACRYLIC CAULK BEHIND W940OW FIN AT HEAD. SILL A JAMBS. rim SIdX SPACE USE S4/COMIM ACRYUC CAULK FOR PERIMM SEAL AROUND EXTERIOR Of WINDOW FRAME. 0111( a R3) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E13W CLASS CHARTS. SWLE CUAZNG IS SHOWN. INg"TING GLASS IS ALSO OUAUFIEO. SHEATHING 6) SCREW ANCHORS AT LEAD, SILL Q JAMBS SHOULD BE /e SCREWS OF SUiFIGUFM BY OTHERS LTH, TO PROME MN. I N. MN. EMSEOMENT INTO WOOD fRAME. PLACE /6 SCREW ANCHORS 6- FROM CORNERS ANO 24- O.C. MAX. Ex TERIDR7) SUID DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY EXTERIOR FINISH OTHERS. BOLD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY By OTHERS TRANSFERLOADFROMWINDOWTOTHESTRUCTURE. 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLES TO FLORIDA EXTRUDERS 1750 SERIES L•2000 SERIES. f—vuIOBV Onto PERIMETER CAULK 9) ELEVATIONS SHOW COMMON. CONFIGURATIONS. R IS NOT INTENDED TO LIMIT USE OF BY OTHERS THIS PRODUCT TO THESE TWO CONfK:U/RATRONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. k 2000 SERFS DESIGNER FIXED WRIOOW FRAMING SYSTEMS, SECTION B-B 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION, SEE MuLLM INSTALLATION SHEETS FOR REOUIREM£NTS. GLAZING cTYP. SEE NOTES) FIN FRANC SILL SHIM AS REO"D.— SEE NOTES) / L SMIs nA<I EXTERIOR ELEVATION 3T OTHERS jA, p_ CAULKBEM:ND FIN ;- .; -'j 3A' SECiiCl; s S— $ EXTERIOR ELEVATION FLORIDA EXTRUDERSlSANFnORD, FLORIDE TITLE: FIN INSTALLATION DETAIL t' DESIGNER FIXED WINDOW 1000, 1750, & 2000 SER'=S 20 2 DP..AWN BY: BB I APPROVED BY: DATE 02/14/02 ISCALE NTS )DWG FLEX0037 4 1-3/6" Met INSTALLATION ANCHOR EMBEDMENT ONE BY RICK 116 SCREW TAX. DY OTHERS RICK WIDTH HUSHIN SPACE BUILD DOWN CAULK ~ IWEEm CAk&K BETWEEN WINDOW BY OTHERS TWO BBY BUCK rLANGE L SHEATHING ALSO APPLIES MOTES % TWO BY FRAMING t.004CRETE TO SILL) 1) SHIN AS REOV. AT EACH 66TA-LATON ANCHOR WTH LOAD GEARM SHIM- MAX, . BY OTNCRS BT OTNCRS ALLOWABLE SHIM. STACK TO BE t/4'. PLYWOOD (TTP.) 2) WINDOW FRAME MATERIAL: ALUMMuM ALLOY 6063. rBYort4R5t-3/B' ON. 3) TAPCON INSTALLATION AN04MS AT BILL MUST BE OF SUFTNCIENT LTK TO ACHIEVE SHIN AS RE" su04SEDWENTRAIN. EMBEDMENT OF 1--1/4' INTO MASONRY OR CONCRETE. #10 INSTALLATION CSI E NOTES) INSTALLATION, AIGOR SCREI/S AT HEAD AtJAM85 MUST BE OF SUFFHCENR LENGTH TO ACHIEVE 1-3/6 Ito SCRfW MISN MIN. EMBEOWNT INTO WOOD FRAMING AM BUILD DOWN W1ERE REOUIRED - PLACED 6.IN FROM CORNERS k 24 IN. a ,.•* EXTERIOR By OTHERS INSTAUASON ANCHORS R SCREWS TO BE MAX. ;. ; O.C. ., .., . WINDOW FRAME MEAD. SBL-k /AAlKs) USE St)DOMM ACRVUC CAULK BEHIND VN400W FLO24C AT AAMNB x Is z s f3) USE StUCON ZED ACRYLIC CAULK FOR PERIMETER SEAL AROIID EXTERIOR OF UAX- 1WIND"fl111UliE. CllD tTYP5* 6) CLASS THICKNESS MAY WARY PER THE REOU6tENEk15 OF ASTM friC1300ASS" , y f SEE NOTES) n_ SA CIMM S.0X aAZwSHOW 6 ISSHO1U.TINO CLASS IS ALSO OUALAM 7) &AD DOWW AROUND CURVED PORTION OF WINDOW fRAW TO BE CNG9EM BY OTHERS. 0" DOWN MUST BE OF 9"ICENT SlI ENGDT TO AMQUATELY TRANSFER LOAD FROM WINDOW TO IK STRUCTUM - 6) FLORIDA EXRRWERS ION SERIES OCS04ER WINDOW SHOWN. THIS PRBIf ALSO APPLES TO FLOROA EXTRUDERS 17W SERIES h 2000 SERIES POtkHfTCR C/MLK BY OTHERS 9) CLEVATONS SNOW COMMON COWMURATONS. 1T IS NOT o"NDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLES TO ALL PERIMETER CAULK S BY SHIN AS RENYD CONI4DRATONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. A 2000 BY OTHERS SEE MOTES) SERIES OESIiER FIXED WIDOW fRAMIO SYSTEMS. 10) WINDOW UNIT CAN ALSO BE WALED TO OTHER UNITS USING AAWAI N RIB WINDOW WIDTH WINDOW FRAME MEAD WIDOW FEHGHT EXTCFUOR . GLAZINGCTYP. SEE N(ITES) VINOV FRAME SILL PERIMETER CAULK SHIN AS REDID BY DINERS 1 E NOTES) rXTERIOR imm BY OTHERS \ _ CAULK BETWEEN —/ d WINDOW FLANGE LONEBY WOOD BACK CAULK BETVCEN WOOD BUCK L MASONRY OPENING BY OTHERS MASONRYE OR SECT10t A —A BY OTHEAIS BUCK HEIGHT i L1/ A" NUN SHIM SPACE MULLION. SEE MULLION INSTALLATION SHEETS FOR REO9IRELENTS- EXTERIOR ELEVATION d 1-1/ 4- MICE RAL FLORIDA B.O. A. F. EMBEDMENT MANUFACTURER MAZE: ONE BY WOODN--- BUCK BY OTHERS Y4QtAtSTER {(7 .' -1_ 1yL Nt I9/;: ALL<1% a ANC:t I, ` _ M., , Nn 3,16, Di: TAKON L k EXTERIOR ELEVATION FLORIDA EXTRUDERS INTERNATIONAL. S, RIDA TITLE: FLANGE INSTALLATION DETAIL W/ FRAME BUILD DOWN DESIGNER. FIXED WINDOW 1000, 1750, L 2000 SERIES DRAWN BY:BB iAPPROVED BY: DATE:02/12/ 02 SCALE:NTS DWC.: FLEXM36 INSTALLATION ANCHOR — DOOR WIDTH SHIN AS R£'D'0 s8 SCREW SHEATHING (SEE NOTES) BY OTHERS CAULK BETVEEN DOOR. FLANGE TLTO BY WOOD SLIDING GLASS E SHEATHING BY OTHERS DOOR FRAME JAMB 1/4' MAILIX. I \ I SHIM SPACE OR STDiF± BY OTHERS PERIMETER CAULK BY OTHERS TBL:.si7 Ktf.F'.I:LA Go IDS uDERS JL SLIDING GLASS DOOR FRAME SILL 1-1/8' mw —1 EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS SECTION B-B f' MAX. $HIM 3Mµt TV13 BY WOO I-1/Q HIM. //"" BY OTHERS EMBEDI MT / i SLIDING GLASS SHIN AS RECYD.NOOK STRIP SEE NOTES) iNSTALLATION ANCHOR aB SCREW CAULK BETWEEN DOOR FLANGE L SHEATHING SHEATHING BY OTHERS TEMPERED C STUCCO (TYPJ OR SIDING BY OTHERS SLIDING CA,.__ INTERLOCK HOOK STRIP DETAIL INS -Ai 1 ATIRIN A ,MnR r WCILID ERS AULK BETVEE14 OOK STRIP L WATHING 1-I/8, MIK EMBEDMENT A —1 I INDOOR MATERIAL- AUIMINLIN ALLOY 6"3. 21 A9 INSTALLATION SCREVS "1ST BE Or SIiPICIENT LENGTH to ACHIEVE NIN CNBEDHENTOFt-1i0' INTO VOOD.:APCON tTPE INSTALLATION ANCHORS AT SILL MUST BE Or Stii/C1£NT LENGTH TO ACHIEVE HIM. ENBEDNExT OF t-Vs' INTO NATDNRT OR CONCRETE. 31 INSTALLATION ANCHOR CHART ON BACK Or THIS SHEET, a) USE SIL.ICON[2_7 ACRTLIC CAULK KKNO DOW. FLANGE AT HEAD L JAMfS. SN USE ACT DA2£0SIZE IS CAULK EDR PLR[OM SEAL AROUNDANCHOR aOR Clr DOOR. L CKAcT DOOR St2f E NOT LISTED w AKH7R SSUPC REO .rc)ua ouANTt TY LISTED WITH NEATLARGERSIZE. FOR SIZESAPPROPRIATECLOSESTDESIGN RDOID!$ REO'D. TI FOR PACKET DOS T12ES USE ELOS-TT tT rSS DOOR RIPE L SMO-dIATIDN TO FWT){D o'EN/N4BKALEINSTALLATIONAVARY1PINFRONTMETOOF. ASTM AS S GLASSi 91 GLASS THICKNESS OV VARY PERTEMPERED GLTS Or SING El GLAZEDGLASS INSIAS91DOOR1MTliAPPROVEDUSINGTENP£RED GLASS !N SINGLEJOINT SCAN SSEALER GLAii IDI YNf / SILL CORI2RS ARE TO IN SEALED VVTH A SHALL AOINT J:AH SE $ PIIISHINASRED'D. T £A. S 15 INSTALLATION AN{)QTS. NAIL KLpVAfL£ SMI STACK 10 F 1/4', LI ALL INSTALL ION ANCHO;S Ntl$T BE HADE OF CORROSION RESISTANT HATEAIALS. I31 '•+ORE 'K R PRESENTS NGvM PAA(L -0V REPRFSCNTS FIRED PANEL uAPOVCD CON<WJR.TION ARE AS LISTCD ON ANCHOR CHARY ON SACK Or i t5 SHEET 1-1 NOT ALL CpKIWR..TiONS LISTED AVIS ARE SROVM. ON THIS DR WING. AOVFv(R INSTALLATIONEXTERI0RELEVATIONSECTION' '9 L NCOX S72tP DETAIL APPLY t0 INSTALLATION Or ALL ASPIOVCO p 1-1/4' HIN. COiIcAjF.I10HS. O 'IQI - 2 PANEL DCSio S-•1N 1S1 1WFLORIDA EXTRUDERS LOW SERIES SIDING GLASS DOOR IS S+OVN THIS PRINT ALSO APPLIES TONNN2SERVESA.MSW SE21Et p A L J of LIBERALLY APPLY 1 CAULKING UNDER SILL D. SET SILL IN BED—iNSTALLATIO> FttCHOe OF CONEY Tc SAC i !LAN A -A F2BIJ2 TEMPERED GLASS ( TYPJ DOOR HEIGHT L EMBEDA4N1 RE VI DESCRIPTION DATE +IN[ EXTRUDERS F- L0PIDAINT. INC. SANFORD FL TITLE: SLIDING, GLASS DOOR INSTALLATION WITH 98 SCREWS i I DRIWN BY gg 1 APPPOVED BY: I IDATE. ! 2/!7/01 SCALE: NT- ID*G c'L,-XXV Sri I Or -11 t5 lq 140 r,W./GESIGf$R SILL (TYP.) 1 Me v ?/4 SEL' APPM, SMS IX a t/E TUBE "_LION SEALANT BETWEEN WINkW FLANGES- L muLLION scm, t'1T SETWEEN'• a Oe X 3/4 SELFvMOWFLANGESTAPPINGSMS L KA.LMN -1000 Sr. HEAD (IYP.) SEALANT BETW 4 WINDOW FLANtiS SECTION A -A i 1 i L MULLION 1sYi0 P,W./DESIGNE.R SILL. (TYP.) 42 X 3/4 SELF TAPPING SMS I X 2 7/1E X t/e r't(111 TTrIUS€ MULLION SEALANT BETWEEN VIN«W FLANGES - L M(1LLION 1/4 SELFTA?PP'k, SNS HEAD (TYP.) SEALANT BETWEEN Q _C Ti0 i WINDOW FLM"ES L NLLLIDN r rrW F.W /^Eo:G.VEK SEALANT °ETv{EN j EL (TYP., WtrQrjV FLAN,7.. - I OS < 2/4 SE:--. L muLLE. APP jN..i S; S X - X 1/6 4 rIJEL P!:iLLL+N o f / e S _'_, r too* P.W./DESIGNER 1 TY?iCAi_ mULUOV TO CONCRETE 0 JAWD I A-rPU£S TO JAMS W.rRE " X 'L. QSILL (TY=.) d 2- X 4" TUBE Wjj' NS A C iiSED; {!ya R X 3/4 SELF i TAPPING SMS C3,NC4:TE OR MASONRY t EY E, 1 r4EP S IX?X3;s 1 TUEE K-LLMIN ONE By 1 SLa FT OTN`RS Q ItST _-A,IGN ARCi-rjS7 3/'6' Clk TAPM-l' ANCHOR ;7YF.i ExrERNAL KLUO!N INSTALLATION CLIP CENTRAL FI.E3RIIiA B. 0. A. F. i I 100* S.H.TAPPING SMS LF MANUFACTURER NAAS s HEAD (TYP.) [dR/D.4 F.Y7"RuDERS I ` SECTI N A —A (2) MASTER F # 6 10** F.W./D£SIGItER SILL (TYP.) Q Oe X 3/4 ULF !0*0 P W./DEiIGNLR Li L, TAPPING SMS SILL (TYPJ1Xc7/16 X 3/E jI TUBE MULLION r 1 1/4' MIN. fAEX a'. 4 SELF Ef { t iEh T FFINv St4S SEALANT BETVEEh v1N7Cv FLANGE - 7'L Re X 3/4 SELF ; N: SLLtDy SDDC r H, TASPINr, SMS NEAR ( TYP.) SEUO A -A j100* F.W./DESIGNER Sfu ( TYP.) 1 / r WE X 3/4 SE F T acP:NG SMS r=X 4 X Vs 1' JlC n:n___l::r 2X 4X3/8 TUBE MULLION E Y 314 SZL% r; IA MCI Nf LM", n ra 1 - J =/A i 1is ELr' I.4TimatYicYlElFRO! A cX"c - FLORIDA EXTRUDERS tSANFORD, FLLORIDA i_ TITLE: C:; . i 0-0,0i 5n ' ='_P-NSE S it le1 : r•._ r,J ^i J•. VVV i DRALWN` EY i'Sr-! AFPROVIED BY: rTJEEX Woo S.H. i??E (TY'r.3 ML LIu'ti A!+3 (7YF,) 1tg X 1/2 SELF TAF;gN6 SMS i MiICIIi77 RE X i-1/i: SMCI TAPP;NCI SSS SECTION A- 1 I X 2 7/15 X i/b TUBE. MULLION iC'Ki cp{ two S.H. JAME CTYFJ JARS (TV rs X 1/2 SELF TAPFLNC SMS JAM.? CFY?) i SEALANT BETWEEN VINMV FLAMES i MXLEM t- #8 X 1-1/2 SELF TAPPING SMS SECTION A —A (S; 1 X 4 X i/E TU8£ MIULLMIN n S ri. — a.NZ SMS 16 1 X 2 x 3/E i . CiNE BY 1:rJCs';__ aEA1:_ C . TUBE K.I_LON I 1 I 1 1/4' NIN, . rD OR ti4SC?1ov Y iJT1?FRS - 8 X 1/2 SELF TAPPING SMS EY.EEGIENTfQ r.- SCALMY' RCTWEEN 1 %- NSTALLATION ANOJZR 3116' DIA. LIN711w is_As%--SS 1\ TAP CC14SCREW Ah rC4 RY.—'.: i K iilLMNQ. x 1-1/2 SELF 2 X 4 X 3/b - i l— EXTERNAL NUi-M TAFaI? sG SHS TUBE N:R LMN ; INSTA._Lok.T - t CLIP ii' J5APPLIES YPC& MUriJJCN TG CONCRETE G HEAD SECTIONA -A (21 1 MJLUCA I T4 HEAD& SILL.W1 ERLE I- X 4' 1 X 2 711E x. 3/b !.-as `=i'- 2' X 4' Ii13E MULI ONS ARE 'USEC) 1 TUBE MULLION JAMB (TYP.) EL# Y2 ! 1 I S[ NSr4L TIMANpY iFM 16' I14. TAF- GNTAFINi SaS 8 XV2 SELF CkW ANC TAPPING SMS .? SILLCLiF1 EWC2 X i-!/2SEL= J SEAJ-.6. YT BETWEEN TAFPiNGSMS WINCNW FLU=-S j 1 I/A' HTN, VTN'3C`d FLMKiSf iraA.Lit3: Q - EMBEDMENTT t 1rJu11-N SECTIONA—k (7; L #S x -I/2 SEL' <c'CAS' SILL ETclcKS TAP? iNG SMS 1 TALL C - I dilXa fzfrY pi."T 4 RECiiR£H; SECTION ti-A uLLA-!"ia.tv a NTRA'L i i/ it I U Ii AlliEEIO_ O te x 1/2 S F j L cYiL RGea A. _ sv_ — — -- -- INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD, FLORIDA TITLEc,, 1tt .r 1, LA JcrfL=T 1 OF 2 T _ A 5 ;l r .--, npiw" N _. APPROVED BY: PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 MIAMI-DADE COUNTY. FLORI! METRO-DADE FLAGLER BUiLDI' BUILDING CODE COMPLIANCE OFFI MirMO-DADS FLACIXR 0UU.Di 1.10 WEST rLAGLER mill . surm. I MIAMI. FLORIDA 33130.1 005) 375-2901 FAX (305) 375.2 COI TRACTOR idCEN11NG 1KGTI 305) 375.2527 VAX (305) 375 conm%cTo1s 1:•Foisrl:atrw r mvis, 305) 375.29" FAx (305) 375•: 111toDu r CONTROL VIN I1 303) 375.2902 FAX (303) 3724 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S-W/E Ynsiving Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure 1 product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Building Code. The expense of such testing will be incurred by the manufacturer. c— ACCEPTANCE NO.: 01-031J,24 EXPIRES: 04/02/2006 Rate tcoarlguez C11ief product Control Division THIS IS TIME COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERtIL CONDITIONS BUiLDIN'G CODE,C PRODUCT REVIEW CONIMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions: forth above. APPROVED: 06/05/200 i Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance 011ir Premdor Entry, Systems ACCEPTANCE No.: 01-0314.25 APPROVED SUN 52004 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCi-,: _ 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, ns determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-NV/E Inswing CIazed Double 'Residential Insulated Steel Doors Sldelites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepares manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami-Dadc 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 ofdoors and single door only, as shown i approved drawings. Single door units shall include all components described in the active lcafo this approval. 3. 2 Unit shall be installed only at locations protected by a canopy or overhang Isuch that the ang!c between the edge of canopy or ovcrhnng to sill is'lcss than 45 degrees. Unless unit is installed.ir non - habitable areas where the unit and the arcn nre designed to accept water infiltration. 4. INSTALLATION 4. 1 The residential insulated steel door and its components shill be installed in strict compliance wit the approved drawings. 4. 2 Hurricane protection system (shutters): the inStallntion of this unit will require a hurri, protection system. S. LABELING 5. 1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dadc County Product Control Approved 6. BUILDING PERMIT.REQUIREi<•IENTS 6. 1 Application for building permit shall be accompnnicd by copies of the following: 6. 1.1 This Notice of Acceptance 6. 1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6. 1.3 Any other documents required by the Building Oflieial or the South Florida Building Co. SFBC) in order to properly evaluate the installation of this system. Manu 1 Pcrcz, P.E. Product Co CExam Product Control Division Prcmdor Entry Systems ACCEPTANCE No.; 0I-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS t . Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the codo changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this aeceptar including the correct installation of the product. d. The engineer who originally prepared, signed and 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 product or process shall automatically be cause 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 the 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 displaycd, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documcnts, where it applies, shall be provided to the uscr 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 nny section of this Acceptance shall be cause for terniination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP' 'ANCE a.l&1AA22 ManuefPercz, P.C.; Product Contr kam Produ nntrol Division Glazed Units COP-M-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing Arrangement X Singles (width) 2'0" Ram-mmajilm COP-WL-MA0141-02 I , 1 02-0419.08 Application Filed) t • 52.0 NO 2'6" 2'8" 210" 3'0" 3'6" Not Listed Not Listed s to 1 X0, OX, OXO j j i i I I 2'8" + 1'0" Masonite International COP-WL-MA0143-02 t 02-0419.08 Application Filed) rr Rating 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 NO 1'0" + 210" + 1'0" 1'2" + 21" + 1'2" 1'0" + 21" + 1'0" I + 3'0" + l'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 r NO i 2'8" + 2'8" 2'l0" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'l0" + 2'10" + 210" + 2'10" 3'0" + TO" + 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, slate or local bui'ding codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade 8CCO protocol PA201, R5202 8 PA;2.113. U Ci ak raft '" YI0NkC1.Att hKT11Y 1,(,t)rt e+e.•M1w.e r4«da"G,.O•r„ aAqeZ9. rMr orl cor~^.y9royom Ol part/ .,r9W.Y MM "ettotcaicHions, 9ttioAma roQYt1 Masonite in t e r a tl o ai C o r p o r at i o n dt1W TUNCU 10 tAXV OiOOW ftke. Glazed Units COP-WL-MAOIDO-02 FIBERGLASS DOORS 6'8" Height — Outswing COP-WL-MA0161-02 02-0418.03 Application Fled) 55.0 NOX Arrangement X0, OX, OXO i 2'6" 2'8" - 2'10" 3'0" 3'6" 2'8" + 1'0" P Not Usted COP-WL-MA0163-02 Not Listed 02-0418.03 Application Filed) 55.0 NO 2.1 X + 1'0" I 2'10" + IT 37 + 1 *0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO I 1'0" + 210" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + To" + IV 1'2" + 2'10" + 1'2" 17+TO' +IT 2'6" r 2'6" - 2'6" 2'8" + 2'8" + 2'8- 2'tl0" + 2 10" + 210" 3'0" + 3'0" + 3'0" XX, OXXO i 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 37 2'6" + 2'8" + 2'6" + TV COP-WL-MA0165.02 02-0418.03 Application Filed) 55.0 NO i 2'8" + 2'8" + 2'8" + 2.6- 2'10" + 2'10" + 210" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notea: 1. Dccr arrangements using fewer panels than what is shoom in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonre International websile (www.rmsonP.e.com) or from the technical center. 3. Installation instructions are available from the Masonile International websile (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCK 7 (Minimum design toads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 Oakcraft' aftI . n.. n.:l A (ItY DOORS "w 4-4Nr04a. 4vy 0-1 / a • A0164, M2 .ww V"\II.Y O•\.. 00toww. yp1.paRat919CW;mawenx411mats$016ficr;os.as;o.ama9s.0 Masonite Ir1ternationaI Corporatiar. OcCW ; vti:d ro cbanpe w4bW IVAR. Glazed Units COP-M-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing 7"7, Arrangement r Xv. Ox, CX() r COP-WL-MA014H2 r r. 02-0423.01 Application Filed) a, r 40.0 r •. r NO TO" 3'6" Multiplesrl 2'8" + 1-0" Not Listed 1 1nal COP-WL-MA0148-02 Not Listed Rliami-D3de occoO• 02-0423.01 Application Filed) Rating 40.0 I ImpaclRated NO 2'8' + 17 2'10" + 1'0" 2'10" + 17" 0" + 1'0" 3'0" + 1'2" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO 2'10" + 1.0" 17 + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 210" + 1'2" 1'2" + TO" + IT 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 22C" + 3'0" + TO"" s XX. OXXO 8" + 2'8" COP- WL-MA0147-02 OZ 0423.01 Application Filed) 40.0 a NO l w 2' 6" + 2'E" 2' 10" + 2410' 3' 0" + TO" 2' 6" + 2'8" + 2'6" + TV COP- WL-MA0150-02 02- 0423.01 Application Filed) 40.0 NO 2' 8" + 2T + 2'8" + 2'8" 2' 10" + 2'10' + 2'10" + 2'10" 3' 0" + 3'0" + 3'0" + 3'0" Notes: 1. Doer arrangements usil,g fewer panels thar. 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.masorite.com) or from the technical center. 3. lnsta:'ation instructions are. available from the Uasonite International websile (www.masonite.com) or from the technical center. Actua; eeslgn pressure requirament for a specific Cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local Wilaing codes specify the edition required. 5. Masonite International structural, cyclic. air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak aft s." r. ASS r:r.Twr r...:.. o.u.a, •.a.a F _a CWVIMasonite Inte national Corporation UnuK 747%M or 0106a[7 erpOvclnfat .U4'r 1Wsly . Art .1 iK: wNRa¢-1.r. Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing COP-WL-MA0166-02 de BCCO 02-0423.03 Application Filed) Msl%A*fflj 47.0 NO Arrangement X SinglesI 2'0" TV 2'8" 2'10" TO" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO nuitipies (width) 2'8" + 1'0" masonite international COP-WL-MA0168-02 Miami -Dade 6CC0 02-0423.03 Application Filed) OP Rating 47.0 Impact Rated NO 2'8" + IT 2'10" + 1'0" 210" + 17 TO" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 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" + 17 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + TO" A OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Fled) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 78" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 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 Oakexaff K` F I°MNCCASS ENTRY UOONSV O..r Oars 2A2002 "' a""""o•••' / ow conatgwoV+m of Proeua+noro".-O*-*"wecftm .s, dn"a"MOM Masonite International Corporation 6ma umw to Ct*W "anon W", COP-WL-MA0100.02 FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing rilasonile international COP-WL-MA0101-02 d, BCCO 01-1031.01 OPRating 76.0 ImpactRated NO dtsilw X Singles (width) 2'0" 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed X0, OX, OXO Multiples (vddth) 2'8" + 1'0" Masonite International COP-WL-MA0103-02 mianni-Dade 6CCO 02-0109.10 Application Filed) DPRaling 55.0 Impact Rale l NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + IT" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" . COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02.0109.10 Application Filed) 55.0 NO 78" + 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. Oakcraff A RTEK'" F/NIikG1.A[i RNT.Y 1>0093 M,wA..w.1 F—t—t 1' • pru79, i00t Masonite Illte rr)allOfla COrPOfati OrlOwtoM 9 WWSM A WoOua mpo u nukes$Wlk*b ,&$ "4M goUuC7 etwo 3~0'o crape v hw mKt Opaque Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Outswing X SinglesArrangement1 2'0" COP-WL-MA0121-02 01-1031.02 76.0 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement X0.OX, OXO multiples (width) 2'8" + 1'0" masonite international COP-WL-MA0123-02 Miami -Dade t l 02-0109.09 Application Fled) r. RatingImpact 55.0 Rate NO 2'8" + 17 2'10" + 1'0" 2'10" + 17" 3'0"+10" 37 + 17 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'0" + 2'l0" + 17 17 + 2'8" + 1'2" 1'0" + 2'8" + l'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" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'l0" 3'0" + 3'0" TV + 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" 210" + 2'10" + 2'10" + 2'l0" 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.masonile.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 Iocation 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 EK'" 0:10NNGLASS 11NYNY D001tt AR NwiMr-1 MGM"'•f ..•. 1 ra 29.20M Masonite International CorporationOmCO+.wi"oroammof roam Ynwo."Wtmlkas SOrCaMem. 0espoAna roo"c1 aw+ s, o" IQChWW Wanon 1loare. Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing COP-WL-MA0106-02 02-0109.08 Application Filed) 70.0 NOX72-6- TO" 3'6" Not Listed Not Listed X0, OX, OXO MultiplesArrangement1th) 2'8" + 1'0- R13soniie Internationalr.e COP-WL-MA0108-02 t 02-0109.08 Application Filed) r• Rating 55.0 Impact Rated NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 3'0" + 1'2" 1'0" + 21" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 17" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + 37 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" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 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 toads 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 a,raff AR EK'" tlnCk I. lu_0K% INItNC.1.A[<KNY'NY I)OONi Nes.T.•r,NFMrNrfwyOw, Wd 29.2M UW co"N" "Wopam a Mo" m wmneM ww*fs swgkatq , Oesgn aM WOWO 4mad VOW bCh"" Wdh" ON". Masonite international Corporation Opaque Units COP-M-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing X Singles I 2'0" I I COP-WL-MA0126-02 r »• ; i 02-0109.07 Application Filed) 70.0 1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" Masonite International COP-WL-MA0128-02 mianni-oade Bcco 02-0109.07 Application Fled) OP Rating 55.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 21" 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" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109,07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 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 webshe (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. Oakcraff AR4EK" E.awi+Nr I,om t;' ,'. r SSFIM1.N(:I. A!G P.'Ni'kY nOONi IMf,•M.M Nw,Yu Ew)Oeon pp(())''Mn. a e w Ow• Ile 0-,• b'a M. 2M Masonite International Corporation 0" comM "0 OMVM N P00W imMovanc"1 mikes swftmom. Oapn aM "fta 0eua suu^t 10 C%VW wa11" -WWe. MID-WL-MA0001-02 SINGLE DOOR UNIT 8'0" UNIT 15116' 17-1/8- MAXIMUM ON CENTER TYR 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 12" Height of door unit plus 114" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSVBHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and 010 wood screws or 3116" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3116" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 rr• Ap1d29,2002 Masonite international Corporation Our cad"w" program 01 product uoorn+emem makes soecMcauon& onsm and product dctad sugect 10 cnww wueoul rwuGe. XO or OX Unit t SINGLE DOOR WITH 1 SIDELITE s TYR UNIT 8'0" UNIT 13-15/16' 17-1/8" MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening • 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of1-1/4" and achievement of minimum embedment. The 3116" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 Aptd29 2772 Masor.ite nter ationat t olporat on 0.. ^ :"04-1pt ptod•ct anJ'+tn.l.M "YL!) SYlS.tKNWnl. dnyn rrc Y%. 1 dtd" S.W to Mnge "dhow'MOO Ox0 Unit SINGLE DOOR WITH 2 SIDELITES 6' TYP. 6'8" UNIT 8'8• UNIT 13.15/16' 17.1/8' MAXIMUM ON CENTER TYP. CountMinimumFastener 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-112" long screws per location. Rough Opening (RO) Width of door unit plus 112" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. s Apri129.2002 Masonite International Corporation o wool, +"ia+M M n4heswcGi.:.Mu.'. ftw04 W.6v1 aw fWrR 110 = lvf wdhw •W-t. Mao-wL-MAoaoa-az Unit DOUBLE DOOR WITH 2 SIDELITES u CL TYR TYP. 1 1 1 ! 1 ! 1! TYP. TVP. 1 ! ! 1 1! ! t l L I l I t l I l 1 1 l 1TYF 8'8' 13- UNIT 8'e- UNIT 5/16` 17.1/8" MAXIMUM DN CENTER TYP. i i i i t t i i t t t t t t t t Minimum Fastener Caunt Rough Opening (R1 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2- 1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) 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 /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 NDS for southern pine lumber with a side member thickness of 1- 1/4" and achievement of minimum embedment. The 3116" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 e .. w....q .om AVA29. M2 Masortite International Corporation Ow can^u•W Wopam of Wodua • DMfw N manes %WdCAIM, Oesgn and WOW d"ad WWI101N3"e -KbM AQW XX ' f t f' Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: 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 unk size - 6'0- x 61- Design Pressure 52.0/-52.0 UrMed water unless special dueslaM design Is used Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure andimpact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or WA buildup 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 U 00 100 series 43,135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RA., 23 RAL. 2e RAL 107 Series' 108 Series 30e Series series' TNS giess lit may also oe useo m the following door style: Eyebrow 5-panel with scroll OakraRItft AREK" e.<.....<q 1.<. w"oa ,lna < FIVEACIASS LNTnY OOORS NorA.<n.d F*110M r.+r0— April 29, 2002 Masonite International Corporation OW COWW" drapam Of W00W -r- < em -Ms woca on deve^ am WdMm deWWWto cnanpe W~ ngse XX Glazed Inswing Unit CO P-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: n as as 40e Series e10 Series 109 Series 114. 120.122 152 series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTIA-805W-2 Certifying Engineer and License Number Ramesh Patel, RE./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). a.A0dNCkZ** IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Okcraff ART EK - 1. ,•.M IItl1:Mlll •\ L•1. 1'N\' y1111d\ N,nG.rnIRM l.0 tmr, Dax• EMMna " Apr p29.2002 Masonite International Corporation Om coa.wnoe worm of oloeoa •mmmemml meow swikalau. onion m! olooutl ad %" a 1. enan"'Mi" nave. XO or OX ' t I Glazed Inswing Unit r APPROVED ARRANGEMENT: FIBERGLASS DOORS Nate: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6T. Single Door with 1 Sidelite Maldmum unh sin - 6'0' x6T Design Pressure 52.0/-52.0 Limited water unless special thresholddesign is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specficbudding designand geographic location is determined by ASCE 7-rational. state or local building toles specify the "ban 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: Q sonam oa as as as as as 100 series 03.135 Series 136 Series 822 Series 1/2 GLASS: as as as as as as 105 Series 106, 160 series' 129 Series' 12 R/L. 23 RA., 24 RR 107 Series- 108 Series 304 Series Series' This glass Wt may also be used in the following door style: Eyebrow 5-pane withSCION Oak Taff AR k EK" PIUIFMI L.\]%LNC.y DOORS r T.wN rp.rrbw L.v Oow. a April 29.2002 Masonite International Corporation bW ea+. 0101 . Is aoowa "o—h" mNM wee rrcaram, eesgr. a.a :NOCVCn ett" WA l IcC.&Ve weneul nOnKe. XO or OX ' t ' f Glazed Inswing Unit . r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: are no 404 Series 410 Series 109 Series 114. 120,122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0ram' 129 Series 200 Series 12FL 12L, 23R 23L. 450 Series 152 Series 149 Series 109 Series 120.122 Series 300 Series 24A.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 IKurtBalthazor, P.E. — License Number 56533 Qakcraff ARCk EW Apra 2% 2002 ow comawlq oroenln or woeacl -wom"M mites sots iGe a1. eesw VW aoeucl MIN sa940 10 t"t —two rolae Masooite Interratio al Corporation Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unll site . 9'0- x 6'8' Design Pressure 52.0/-52.0 limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requltements for a spedk building design and geographic location is delermined by ASCE 7-national. state or beat 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: as any an an nn nn 100 Series 133,135 Series 136 Series $22 Series 1/2 GLASS: n o M nn na nn na no no 105 series 106, 160 Series' 129 Series' 1211IL, 23 NL, 2e PA 107 Serros' 108 Series 304 Series Series' Tms glass kit may also be used in the following door sloes Eyebrow 5-panel with scroll O akWaff AR EK,. r..M 1'IUl'ItCLAS\ 1NIKY OVUM\ NeRli.w•aw..ea„cwr + s Apri129.2102 Masonite International Corporation qw cor —.V meeram a WOGW-urevemem makes see okarcns, anqnane poeucr oma Waco 40 chmee .0roA rWce. OX0 COP-WL-MA0144-02 Glazed Inswing Unit I FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 7 00 00 404 Soda 410seft 109 Series 114—,1-20,122 152 Soft 149 Series 300 Series series APPROVED SIDELITE STYLES: 129 Saks 200 Saks 12FLI 12L 3R, 23L 450 Series 152 Series 149 Series 109 series 120.122 Series 300 Series 24R, 24t. Serbs CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. 7 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: I TESTED IN 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff ART . EK FIBERCLASS CNIRY 000 April 29, 2M Masonite International Corporation OW coww" Worm 01rod- IM410""Mm -oft Sa OK"(3. ft$9. sw WO&KI 0"" $U%W 10 dWqt WOW MKI. OXXOCOP-WL-MA0145-02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 S Double Door with 2 Sidelites Maximum unit site a 12'0' x 6.11' Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Design Pressure 52.0/-52.0 limited waler unless special tMeshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for asped6c building design and geographic location Is determined by ASCE 7-national, state or local buildupcodes specifythe 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: Dppp Q latao mm no as as oa as as 100 Series 133, 135 Series 136Series 822 Series 1/2 GLASS: an an nn na as as 105 Series 106. 160 Series* 129 Series' 12 ML, 23 R/L. 24 R/L 107 Series' 108 Series 30e Series Series' This glass lit may also be used in the fallowing door style: Eyebrow 5-9anty with scroll Oak raff ARkEK" 17InIMe:LASS CNI'MV UOOMS ea—T—W rewra4. 1-7Doe.. PREAIDa • el April 29.2002 Owe Syr ode•• Masonite International Corporation OW t~vft WWam a pooea + WO"menl maser SM41K31rons. eesgn me Wo" eeba svwecl w cnrge "annul nonce. OXX0 Glazed Inswing Unit COP-WL-MA0145.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 5fa 00 00' 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Se". Series APPROVED SIDELITE STYLES: r s 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, RE./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 loam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 O akicaraff ART EK'e I IHI'"I:IA\\lr.l Nl 1)1111". ,.p,,.r..y,yfe,rrl,,, lmr, Osw April 29. 2002 pm com" " WMW 01 0r06un mp9n-1 " MAO spec hCov'm ft-P a00 w9ow OMA 300^1to mile! w"1g0100b(r. r.<les..el, uee. Masonite International Corporation XXCOP-WL-MA0147-02 Glazed inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Double Door Maximum unit site . 6T x 8'0" Design Pressure 40.0/-40.0 limited water unless spe W 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 beef building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 1:1 00 404 Series 108 series 0 akcrft AR kEE_K_r.oT r'r.Cnf:IA S CNrf(V DOOKS 1-10 n rr U'tL/ (.v n • April29.2002 Masonite International Corporation Ow Com.nume a.ogiam 01 wow innyo•ement mantes smilkatloos. design and 010090 dead wbren toCro ge «ohm «ate. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 310Series $52 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and, License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oakr,raff AR % EK" e.eW,fra, t..T rtut. he t.nS. t:r:t"t utt„".. Ho-..A.vae re«p"t.vrboo.. r-y» a s April 29,2002 Masonite International Corporation ow com" momam or moeuq-"mooe-wo m*" sow"0M. Ong. end moeuct dew fowwtoChiw r•'~ wKe XO or OX 1 I : t Glazed Inswing Unit 1 APPROVED ARRANGEMENT: 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Single Door with 1 Sidelite Maxirmrm unit size a6'0' x8'0' Design Pressure 40.0/-40.0 umlted water unless special Ovestwid design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resisUnl requitemenls for a specific building design and geographic location is determined by ASCE 7-national. slate or local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: as oa an Series 1/2 GLASS: a as 404 Series 108 Series Oak,,- AREK" 1'1111 Ni:1..\Ci WV'PN\' nn11N\ N-T.. tt.0ao Apre 29. 2W2 ow CORD nq er0pram 01 Yroava ft" M m NWtsSplC,IK~$. on'rand MMun htl liveq be- Masonite International Corporation XO or OX t • r : 1 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 300Series APPROVED SIDELITE STYLES: uk 450 Series 852 series 610 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. License Number 56533 Oakgraff ARkEK" IreNar.KciLAt% 1in'1'K\' 0069 ta.oaa....a r•«wn a'raYDM PREAIZXV./«.:., a o..u,r o.... April29.2002 Masonite International Corporation tl•e commune poeum or poeucc , grovtmem makes $Wftatons, desgo and aoeoa eeud SUOR" to CKanec W*hW no-cf. Ox0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 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 . War x 810' Design Pressure 40.0/-40.0 Urnited water unless special Bmhold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements to a spedlic building design and geographic location is determined by ASCE 7-nalional, stateor local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: a as 404 series 108 Series 0 Draft AR ! EK . w...r s.•.n r<.....<a 11101iWil A\1 Lrit*' Unlrn.t WRF•v.M NawaY"lwvr Daw April 29,2002 Ow Masonite international Corporation ow tom wm0 aogram a rooko mom mnem males swilealon oesv am wooun Anil suoien to mugs wimoa nwse. oxo Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: r+ 810 series 300 Saks APPROVED SIOELITE STYLES: 450 Series 852 Serbs 310 se t 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE.120224 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). 1 7 / aaf 5 State of Florida, Professional Engineer Kurt Baithazor, P.E. — License Number 56533 O a akcraft ARkEK`" 1`111CA4LASS uN,rRY DOORS eee.T.+e,.ererarw 4+r 0•o" April 29. 2002 ow povarn of product imerowmenl makes soNit" Ond, design and Drdduct deua S~ to ckRge w~ notice Iasonite International Corporation OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O L Double Door with 2 Sidelites Mardmum unit We • 12V a ev" Design Pressure 40.0/-40.0 limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geograptac location is determined by ASCE 7-national. state or local building codes spady the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: ao as 822 Series 0 El as ea Series 108 series 0 Oakraft AR EK' F OCkVLASS LN'rKV UONNS M»H•..N r..aou E.vr ^ • April 29.2002 Masonite International Corporation our COMW W" Moernn 01 poO,Kr ..wo.empe makes sm"ico Vns. mien and am" enact S.W to coaoee + Ah" W ". OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: tc+ 810 Serbs 3W seres APPROVED SIDELITE STYLES: s,. 450 Series 952 series 810 Series 300 Serbs CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oakc raft AR EK" 1'1#C1tcil.A%N INT44V IN011N1 Now.Ti.WN/M.yYr f.w,Owv Nln' © Siv,s n/rhi.a ii'VVV ApN29.2002 Masonite International Corporation 0, ewo w ., wDp>m D/ 0.0c cl-l'ov"wo mriR swa caws. eeswn aee 00" 60" suopn Tochmw vn1DON ro'" XX O` A1 e t Glazed Outswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: 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 Umiled water unless special thmst" design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure &W WPM resistant regWremmis la a sped& btrldhlg design and geographic location is determined by ASCE 7 national, staleor local bulift codes specity 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: an as as as too series 133.135 Series 136 Series 322 Series 1/2 GLASS: n 0 00El no as as ao as as 105 series 106, 160 Series' 129 series, 12 RA- 23 R/L, 2e R/L 107 Series' 106 series 300 Series Series' Ttas gins kit may also be used in Ore following door style: Eyebrow S-parrot with scroll Oa.kcrafi AREK'" P411rlNGL-I$ CN'1kV WW.1 —T— F...ru"E—,0-+, ppRCC,,..w-Nr a s Apr1129. 2002 Masorrite International Corporalibrr ow iommwq WOW" of woear . Xovtmem makss smdltafq . eesyn ON Moduc1 oeut $ yple(110 tnape -~ nW.Ce XX Glazed Outswing Unit APPROVED DOOR STYLES: 3/4 GLASS: a as ao 404 Series 410 Series CERTIFIED TEST REPORTS: CTLA-805*2 FIBERGLASS DOORS FULL GLASS: 109 Sodas 114, 120, 122 152 Serbs 149 Serbs 300 Series Serbs Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CRY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK" TAT- .. " 1g..a.ca April 29.2002 Masonite international Corporation owam.," V"ren of rg" Wov~4 makes apKdCj1,Qn5. &W me Woeocl 0nae 1weec110 ch"t "enow mw M t' t1 [ 1 Glazed Outswing Unit , 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT - 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 sin . fir x 8'0- Design Pressure 47.0/-47.0 Umited waterunless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impad resistant requiremerits for a specific building design and geographic location is determined by ASCE 7-national stale or local building codes speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n a as coo series 108 series Oak"g AREK" r•raunOLAS[ ENTK ' 000.S wmA....N fe.+[w E..vr Oeon April 29. 2001 o..,..r o.... MasOnit! International Corporationowcaa+ Qp.oe.am a0•00W<"e•o.MMe MACS so.cAex.ons, oes.e.4.0 or000a eruaswi^% toCrave.."Mw MI . sr w — r u owl cm I I r a m IW11-1 9 1 IFM-ll 1 REVISIONS E: DATE: ECN NO. APPVD: DESCRIPTION 11/00 - MWW OTr (1) WAS (2) FOR TRACK BOLT H,oaNrarNTAL TTMCK awoPORr ,Tr t 20 G IYL TD STIRS ATTACIfD 10 OoaR 00dt IHISTAIDL (EO SIRhSiamWINC /00-LiOC SYSTEMTop. BI/TiOMM R LTO/1FR} I sm F>Ac MPMCW. ITDFD m WOOD AN9 oWITHmLISTED'x, , IISAARAGLEASANOPNON SEEM NWV K T4KXN S: POSMm(I t/rx,2 G CALV. STEEL TRACK SMp2r. POMS SWIGi7'S PLIr !CE Um TOP BIUGRT REPORT#9606CW— LOCARON OFYF/RS V0A OPROM& OU MOE MW LOCI[ POSOIM IMAXDOORWIDTH - NEd ELL dum LCff.7: 00OR5 V m 7 iSUN CONSIST OF t) SFLRONB( ) DooRs OVER T•wRH oowsaT a (a5 SECTONS (FIDTDI"FHP'RN). 1 HAO 9CAET6 ON H! t UNT RSUFROMFMINEURNOY. rffN IE1COUSI. RAG SFRO A SE COUNTERSUNKCOATRNOONW19nESURFACE (Wt IDT IIDOUEiD) m PROHOE A FTJJSN HHOHRJERC SUEACE RORRONTAC JARS 00 HOT TRANSFER LOAD. 2x6 YELLOW PlIE AYIB 3 y1 25 OL 1AL STEEL SIGN COATED MIN 0-40 MML 2' R Bi/S ffufmIHOiIDBDf6J0E sremN R-N JIE SUMMER #yy/4• PAN HEAD SCREW f0 SCREWS PER Ulq 1 tENRRs (C-0 12 G WIV. s/i'A GLTMImIN' Wan-O" PIYIFR. AND A W4D-0N POITESIER OI! 24' CB0ET6 (2.000 I9 YSL OOle7k7p 011 i!4' • TKCOe/ St7101S 6A 17-1/r Cl1/IERS (2.0D0 PER TR YAPPNOWET NFTM. SCREWS O 4' IfSpE'NS. 1a rl ee NWI'!S 1e u rmRNslxnr NAB STOP NaUafD By 0" PHSrALER cm sum r20 G WE a" STEM Be SUE 2D OL Oxv am EWER. SOLE C TOP COAT AFFM TO 80AN 0SMAP100 LATCH ENGAGES 1/( iLV6K fEtUOFD M{il xwarnsw i rya ..,rxrw.t SHOES OF STEM SKIN. 12 CA VLv. STEEL TOP _ IMSHER RE"" Ott STEM RpUER 5 iB OA y11vO. STEM conF71 HacE ROVER BRAGET. EACH EACH SIRE LAICDOOR MfLNSL M CHORS WT RE COINFERStM( I2 .. STEEL TRACK2VLVSTEELTRACKBRAClhli F u m EMO SORES GLTI w/(4) FIM 9RkT 1R7K r4) BRAC1Er AnA7ED •/(4) N1OER. SIRE (BUT NDI 1Fp1ARED) m PRDNDE A FLUSH HOCK ATTAC/fD m EAsaH SrtAC1¢T NO /q SET NETA. 9CROE5 MDlae/R' sEtr AETAL JnxDno sLpFAc MOlezartAL wHes ro TOT Mm ONE 1/4'aR" MO s Nur a) 1 s aF4' sESF rAPPRIc scREWs FEW oD HrNCE. sw LAP roJNTss. TRANSFER Lan. an TWO 1/4' 01A R4ETS. oIrISDE HEWEDNAm= END LSD r OM. SHORT. STEM. JO 0AL STEM ROumSTEELSTILE00NNOCEEYEACCHSIREJSIIfl.l 51ND "AM W SIERFIE7D. P.E. VASFEMW VIER. PRFPAMHYW OF ATMBS or OTHERS- D MOWN MWXJ A PE J27S329EEE$NFEr WX4) /S' on" "MOLE 3' TALL U-" t (4) 1/4'x3/4' SELF LOOK MR m GA. utv. =TER TAwwa SCREWS. w.^ N*+IN ^ oPl'NorN TRICK N DESIGN LOADS: +24.0 PSF B -24.5 PSFW. TEND SIIfRN.'RF. SO K9 iNACIt ON IRE OESTCII Oi 0E SUPPORMO SIRUI:IURAL ELETHOOS auTSDE EACH SIDE sMLL BE n[ REsroNSIeART OF THE moFESSVIAL of TEST LOADS: +36.0 PSF k -37.0 PSFNA1UERECORDTORTHHEBUIDE6INACOpDANCEOFDOOR. OR STRUCTURE ANDi r 3' TALL x 20 CA. CA.V. STEEL U-81R5 EID SIDE SOLI' WON CURRENT BUIOM CODES WR THE LAWS USHER ON CHOWAL Nlwla AIa!O® N aK t IN A 2-t-2-i PAraw TWO U-SJRS SRE LDCN EwIl 5 IM UM PMQZ - qN A ILA tan. EtANOft). PART NQ.: - I-)/B' ON BUM SFLTWK CNE U-fMR ON NEXT SRO %amok Ar N EICj. EAOI H7 Nt AT110" TRA K. dC AO NCL IRxRM S1a4A Otlw+dM j)2 iAR ST. SHlt )B MM 1( t' 4' SELF TAPPfIC SCREWS LOCK ON CrMA eYrwxtlw ON 452D2. TOLERANCES IDEALPOtSIIIE OF aOQ& : . ... . rd Ik. (,-v,—,eec.. e. aT.d.x4 % 4xARIMN4. .0 t.03 WB Ba 01rER. fa RL iS)r%1-3i(9 aolT .00 - ! 415wA -A tanE IAWf uxlr , xAneat r PKr nrNlnt M DESCWT I N: MODEL 6RST W4 I" x 8-0: 24/-24:5 OESW7, LOAD R..NN .000 - t A0513rwOAmSTEM801muSRACW. WOSCREWS.°r I rr a.,.E. r ODt DRAWN 8Y: BUM DATE: 4/tH/00 SCALE: NTS DWG. ATTACHEDN (2) II4,3/B' SHEET META. Z ->, IoaA.. Mw6am 0000 t.R pl OOQfH Rf . t //r SIZE AullawEIRRNSPNCHECKEDBY: MWW DOTE, 4/18/00 SHEET I OF L TrurdroAWK /// Prajec4on 4 - aiEASNO a AE RA . pWO. NO.: 10213H I REV, N0. T 5 1 MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN) REV. NO ZONE: DATB: EK OPTIONAL. OS8 GLASS OR LISTED 1 IA4 11/00 1 BC" ACRYLIC LITES AVAILABLESECTIONB-9) i) YNTERMFDIATE STILE 20 GA. MKT. flip STILES ATTA-L-LOC S DOOR SKN WRFf PATENTED TOG-L-IOC SYSTEM 2' nfCK 3" TALL U-fldRANDUREDIAMEADftES1YE (ALDNC. -• •- A lqw.BOTTOM & CENTER). No 20 GA. GALV. STEEL Y X sE PF 1-71rr REPORT#9606C Is OA CAI.Y. siI mp I RACW.mI„„, EC eat YAL25CA. M1N. GALY, LOCK POSITION 807H Ste) STEEL SIM COATED WITH A BAKED -ON PRIMER, Op A TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 14 CA aLV. STEM ONE 3' TALL x 20 GEL U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT sui t Q I 4J/4' .2 STKE LOCK ENGAGES T"PPN0 6neMi INTO VERTICAL 1 REVISIONS OTY (1) WAS (2) FOR TRACK BOLT HORIZONTAL TRACK SUPPORT Ely DOOR INSTALLER (TO SUIT) TIT)I D 13 GA. GALV. 51M FLAG BRACKET. I EACH FASTENED TO WOOD JAMB WITH 3) 5/18'0-5/8" WOOD LAG SCREWS. UM DOUBLE TRACK TRAM LOW HEADROOM IS i AVAILABLE AS AN OPTION! DOOR HE7GHT V 2" GALV. STEEL. TRACK, 6MIN. TRACK THICKNESS: A60' 8 -0 88 LpC,L TRAM ONE 3' TALL : 20 cA QXX 11P. 2-1/2'x12 CA. G&V. STEEL TRACK BRACKET. ppf{ •.—•- EACH SIDE PER U-ABM. ONE Y-61R (4) TRACK BRACKETS PER SIDE. OPTIONAL OUTSIDE KEYED LOCK POSITION U-W ATTACHEDOFDOOR. wmf 1woi/4sf/4swnok 1" uppra MAX. DOOR WIDTH 9'0' SCIi195 rlk sfte IxwTpN. UP TOP BRACKET INSIDE SUI E BOLT DOUBLE HORIZONTAL 14x5/ 8" SHEET METAL SCREWS LOCKL)PUQe TRACK F NOTE 1 DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SF101W1y9N). FRONT FRAME WITH U.V. DOORS OVER 7'-0- HIGH CONSIST OF ( SESCE S (NOT SHOWH). COATING ON OUTSIDE SURFACE C C 13 CA CALV. STILL BOTTOM LOW HEADROOM OPf10N BRACKET ATTACHED iMM TWO 1/ 4"x3 4' SELF 1 2 x3 TAG SCREWS ON 24 CENTERS. 1' O.D. MIN. 114x5/8 S M METAL St7tW5. A ' 1 WINDOW AL 1 O SCRFlx TAPSCREWS. WASHER LAC SLYiE1Y5 MAY BE COUNTERSINK ALI,IM EITRU40N 1/8' ACRYLIC KITE 14GA. END HINGES 18 GA INTERMEKYATE HINGE (ITT NOT REQUIRED) TO PRWOE A RUSH MOUNTING ! VML BFAMAsntp. SECTIoII B-e S " C" SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. SECTION A -A ( VIEWI 18x3/ 4' PAN WEAD SCREW V1iitIG1L JAMB 2 MIN CONCRE] MOLDED INSIDE (10 SCREWS PER LITE) STILE STOWMOULDINGBYDOORINSTALLER (TO SUIT) 3 B x4 SfEVE ANCHORS 24 CENTERS (EIOTH UTE RETAMER 20 GEL MIN. GALV. STEEL END STILE INTER. C-90 BLOCK OR 2.000 PSI MIN. CKMKCRfTE OR 2x6YELLOWPINEJAMBr SNAPLATCH ENGAGES STILE 1/4 x4 TAPCOSN SCREW4 ON 24 CENTE78i (2.000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH 20GAGAIN. STEEL INTER. STILE SLEEVE ANCHORS, 1' OA. MIN. WASHERS REQUIRED WITH TAFCDNS. ANCHORS MAY BE COUNTERSUNK INTER. STILE 12 CA GALV. S1TF1 TRACK / BUT NOT RECKBRED) 1O PROVIDE A FII15fi BRACKETS FASTENED TO WOOD JAMB) MOUN11MG SURFACE HORIZONTAL JAMBS 00 NOT WITH ONE 5/18'xi-5/8 LLAC SCREW TRANSFER LOAD. IKE1'FA PERTRACKBRACKET. F4ANDLE 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W 4) 14x5/8 SWEET METAL ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLELOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. C n 2 GALV. STEEL TRACK FASTENED TO 14 G1L GALV. STEEL ROLLER HINGES 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W//(4) TRACK ATTACHED TO EACH INSIDE HANDLE BRACKET 14x5/8' SHEET METAL =—*IS AINO WITH ONE I/4 x5/8' BOLT k NUT f4) 1/4'x3/14 SELF TAPPING $CREMES PER END HINGE OUTSIDE KEYED LOCK DESIGN LOADS +25.0 P.S.F. h -32.0 P.S.F. TEST LOADS: +37.5 P:S.F. h -48.0 P.S.F. OR TWO 1/4" DLL. RIVETS. SNAP LATCH LOCK OPTION w, wee ws o w wuA 2' ola SHORT STEM, 10 BALL STEEL ROLLER. PREPARATIONDFJAMBSBYOTHERS_: Lax A I a OIa a1 PART NO.: - A JAMB CON171GURATION a aowr` wwu"%Woa a,„ ,, ,,,,.,,, y-7 srz,rael s< s+4 1Nfq TOLERANCES a s IDEAL Ka21 45Y1U2 SECTION C-C r awwleN aw e sa wq. Lot '.. wA-w.4 v.A ykd-L Td lls 1-fr13-391-M 0 . t.03 4MYt90A009116 Fa Nc. 1-SI3-182-3519 NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALT. BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MAIM WESTERFIEL.D, P.E. /mot WITH CURRENT BUILOING CODES FOR THE M;, A vh1` ` b— uL"'.,a„ AM, y w 'sawed " w... ly,r,,, 00 . EATS DESCRIPTION. MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD A00 * AOS W00 . tA01 DRAIN BY. BMM DATE: 4/18/00 SCALE: NTS DMC. R LOADSLISTEDONTHIS DRAWING. FLORIDA P.E. 148495 / LJ oaXbs . tt/2' CHECKED 13Y: MWW ,DATE: 4/18/00 SHEET 1 OF 1 SIZE L NORTH CAROLINA P.E. /23832 l Third Prole * - tAam Slake Oxxwwbe o8EN9oeesAREwr1a1Es. DWG, NO.: 102137 REV. N0. 1 4 3 2 nAhlP'!' p.'^lI3iTif 13-10I,a INOL %. V4)1'aaa 1r1Js 9 :L7 &djy. 02R-PINE RIDGE CONDOS \ \ Al) TOP CHORD 2x4 SP #2 Dense BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC WLx4(A1) - L.--2-0-0>! THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS HER. 120 MPH WIND, 29.15 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT I1, EXP 8, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/120 LIVE AND L/90 TOTAL LOAD, iE 24-11-0 Over Continuous Support Ed R=78 PLF U=41 PLF W=24-I1-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TP USTD) A Alpine FglEeered •.ucMHaftWisA'i3944FLCO1IDrzfiUf . 7 WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, NANOL ING. SHIPPING, INSTALLING AND BRACING, REf ENTO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE iMST ITOTE. 583 O'OROFRID DR— SUITE ZOO. MADISON, MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CNDRD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE MIT" TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTH A653 GR40 GALS.. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE -OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z., THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE0# 5 'BE LIIYSOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. A9. 53a Mar 08 '02 Wal uP. Finn No. 22S39 4 AK/1/1 TC LL TC DL BC DL BC LL TOT. LD. DUR. FAC. SPACING 8- 7-10 25- 0-0 R//- 20. 0 PSF 7. 0 PSF 10. 0 PSF 0. 0 PSF 37. 0 PSF 1. 25 24. 0" Scale=. 25"/Ft. REF R5031-935 DATE 03/08/02 D R W HCUSR5031 02067085 HC- ENG TCE/WPF SEON 37694 FROM LGM tea4 IN F111L: n1UUL L.L7IYUV3 \ \ - AZ OFT 2x4 SP #2 Dense B TT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 29.15 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W2x4 m W3X4 (A1) - YY3AU = /YJA -f = W3X4 = 1<2-0-0 J fE 24-11-0 Over 2 Supports R=1055 U=517 W=8" 8-7-10 25-0-0 R=905 U=520 W=3" PLT TYP. Wave TPI-95 _ Design Criteria: TPI STD 19.5c OTY:72 AK 1 1 R - Scale =.25" Ft. BRACIN6xG;REfER TOTRUSSHIB 9REG1UlR( NNDLING INEXTREMESTALLINGEINA AND BRACING), AN PUBLISHED BY TPI DL I MGSHIPPING. INSTALLING PLATE TC LL 20.0 PSF REF R5031 -936 INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 20D. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7 .0 PSF DATE 0 3 / 0 8 / 0 2 STRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B CD L10.0 PSF D RWHCUSR5O31 02067086 PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO - NG AND ALPINEBRACIMGHOfTRUSSES`N COTH[SMDESIGNANCE ICONfORMS WITNTH TPI; OR AAPPLI£ABLE PROYISIONSBRICATING, HANDLING. SOFPNOSG(NATIONALIOES[ GN dP OB O2 BC L L 0.0 P S F H C- E N G T C E/ WP F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T OT. L D. 3 7. O P S F S EQ N - 37696 EACHFACEOfTRUSS, ANO UNLESS OTNERWI SE LOCATED ON THIS DESIGN, POSITION CONNECT04JS PER DRAWINGS160A2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Waker P. dial . AlpineEoeedProducts , ht' RESQ SIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS D U R F AC . 1.25 FROM L GMT . 228.59 e p FTBUCity,FL 33844 C xsOMPONENTFORANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER NO. SPACING 24.0" FL CeffificateOfAUthWiZ3fiO1#567ANSI1TPI 1-1995 SECTION 2. Lvi—vcA-r"1r KIUUC L,-LIIVUUJ \ \ - AS) 7BOTCH 2x4 SP #2 Dense 2x4 SP #2 Dense 2x4 SP #3 :W5 2x4 SP #2 Dense: DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. GABLE END SUPPORTS 8" MAX RAKE OVERHANG_ THIS GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. THE DESIGN AND CONNECTION OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. IHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 30.15 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B. WIND TCDL=5,0 PSF, WIND BCDL=5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WAILS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 10-7-10 25-0-0 22 30-11-0 Over 2 Supports R-218 PLF U=102 PLF W=6-8-0 R=947 U=543 W=3" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY:8 AK 1 1 R - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO M18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 PSF REF R 5 0 3 1 - 9 3 7 INSTITUTE, $83 D'ONOFRIO DR., SUITE 200, MADISON. W1 537193, FOR SAFETY PRACTICES PRIOR TOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 7.0 P SF DATE 03/ OB/ 0 2STRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C DL i 0.0 PSF DRW HCDSR5031 D2067088PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ii BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Br 08 02ALP1NEBRACINGOfTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL 0.0 PSF HC-ENG TCE/WPF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT . L D . 37.0 PSF SE Q N - 33559EACHFACEOfTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-t. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING 7 Alpine Products, I& RESPOWISIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE Of THIS WakerP. Fim DUR.FAC. 1.25 FROM LGM HminEs City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER moo, gag SPACING 24. 0 " FLCertificateOfAln)>zBti #567 ANSI/TPI 1-1995 SECTION 2. k-wcn-r T IVE AIUUE 4UINUUJ \ \ - A4) TOP CHORD 2x4 SP #2 Dense BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 30.15 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L1240 LIVE AND L1180 TOTAL LOAD. W2X4 it 10-7-10 25 - 0 - 0 W3X4(A1) W3X4 12-0-0 1E 6-4-0— fF 30-11-0 Over 3 Supports R=974 U=482 W=3.5" R=375 U-180 W=8" R=1054 U-603 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY:8 AK 1 1 R - Scale—.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANDBRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 .P S F RE F R 5 0 3 1- 9 3 8IXSTITOTE, $83 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED T C D L 7. D P S F DATE D 3 0 8 D 2STRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED . BC DL 10.0 PSF DRW HCUSRS031 O2D67087PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOBUILDTHETRUSSESINCONFORMANCEWITHTPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND a. 8 C L L 0.0 P S F HC - E N G T C E / WP FALPINEBRACINGOfTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN 'MT' J$ '02 SPECIFICATION PUBLISHED BY THE "MEA KAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORSAREMADEOF20GAASTMA553GR60GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT . L D . 37.0 PSF S EON - 60108 EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER fi tt,,,, q,,,,, DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Walter P. Finn D UR . FAC . 1.25 FROM L GM Y IVrodam, IIf6. RESPVSIBILITY SOLELY FOR THE TRUSS COMPONFNT DESIGN SHOWN.. THE SUITABILITY AND USE Of THIS ,O Q33 I' TBiGESCity, FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 3 SPACING 24. 0 " FLCetti6cawofAutholizatilnl8567ANSI/TPI 1 1995 SECTION 2. 1v117vca-rmc. Kiuu[ LuNL)vJ \ \ - A'J TOP CHORD12x4 SP #2 Dense BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. JIN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 24" OC IHJS NG PREPARIU 1ROM COMPUIEK INPIII (LUAUS & UIMENSIUNS) SUBMI11u) BY IKUJS MIK. 120 MPH WIND, 30.15 FT MEAN HGT, ASCE 7-98, CLOSED BL.DG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W3X6 10-7-10 25-0-0 W5X6 = '"""" _ W3X4(A1) = W{q W3X4 2X4= 122-0-0,1, 6-4-0 6-8-0 15-9-0 8-6-0 Fe 30-11-0 Over 3 Supports Dd R=225 U=180 W=3.5" R=1327 U-689 W=8" R=852 U-491 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5.d QTY:16 AK 1 1 R - MARNING" TRUSSESBRACING. REFER TO NIB 91UIR(HANOING INEEXTREMESTALLIN6ANDBRACEINNING). PUBLII. SHED BY TPI IN( TRUSS IPL TENGOTCLL20 .0 P S F INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED A TC D L 7 .0 P S F STRUCTUNAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'* fURNISB A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C Dl.- 1 0 . 0 P S FPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE NITN TP1; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND MdS 08 02BRACINGOFTRUSSESTHISDESIGNCONFORMSWITHAPPLICABLEPROVISIONSOFNOS (NATIONAL DESIGN BC L L 0.0 P S F SPECIFICATION PUBI SUED BY THE ANERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIR A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT , L D . 37.0 P S F EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '5j[ DRAWING$ 16O A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P. F}Y'],(1AlpineEnglnemWPEOdE>L[s,ItiC. RESfiNSIBILfTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS r qp DUR J A C . 1.25 1 mini City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No. G LD39FLCertificstcofaothornatim#567 ANSIITP1 1 1995'SECTION 2. SPACING SEE ABOVE Scale=.1875"/Ft. REF R5031-939 DATE 03/08/02 DR W HCUSR5031 02067091 HC-ENG TCE/WPF SEQN 33555 FROM LGM U119UZR-PINE RIDGE CONDOS \ \ A6) THIS DWG PREPARED FROM COMPUTER INPUT LOADS DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 120 MPH WIND, 30.15 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 Dense ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 WEBS 2x4 SP #3 PSF A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W2X4 m W3X4(Al) = W5X6 - 6-7-2 29-0-0 1 2-0-O 1E 6-4-©— 6-8-0 24-3-0 E 30-11-0 Over 3 Supports R=262 U-180 W=3.5" R=1280 U=657 W=8" R=862 U=496 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY:32 AK i 1 R - Scale—.1875" Ft. Th TRUSSES 1UI4EAFABRICATION, HANDLING, INSTALLING IO BRCNGREFETOHIS-9NANONGINSTALLINGNDBRAING) PUBLISHED BY T (TRUSS TC LL 20.0 PSF REF R5031 -940 INSTITUTE, 583 ©'ONOFRIO DR.. SUITE 200, MADISON, AT 53719). FDA SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE. PROPERLY ATTACHED T C D L 7.0 PSF DATE 0 3 / 0 8 / 0 2 STRUCTURAL PANELS, BOTTOM CHORD SMALLHAVEAPROPERLYATTACHEDRIGIDCEILING. p IMPORTANT" FURNISH A COPY OFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR503I D2067090 PRODUCTS, INC. SMALL NOT BERESPONSIBLEFORAMYDEVIATIONFROMTHISDESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TI ; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSf S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN Mar 68 .2 BC LL 0.0 PSF HC-ENG TCE/WPF SPECIFICATION PUBLISHED BY THE AMERICAM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTMA653GR40GALY. STEEL. EVCEPT AS NOTED. APPLY CONNECTORS TO .. TOT . L D . 37.0 P S F S E Q N - 33549 EACH FACE OF TRUSS, ANDUNLESSOTHERWISELOCATEDONTHISDESIGN. POSITION CONNECTORS PER DRAWINGS 160 A Z. THESEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGWkerP. Fltlfl Alpine imecrad Pr , Hie.DUR . F A C . 1.25 F ROM L GM. RESPONSIBILITY SOLELY FOR THE TRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS 7Y ryp [ ! 1 HI sCity, FL 33944 COMPONENT FOR ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 2Y4. Z28 9 SPACING SEE ABOVE FLCEStii•ICat20fAUfWiZBh0A$$67 ANSI/TPI 1-1995 SECTION 2. 011902R-PINE RIDGE CONDOS \ \ - A7) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24' OC W3X6(A1) 120 MPH WIND, 30.14 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 1I, EXP B, WIND TCDL-5.0 PSF, WIND BCDL=5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W2X4 III A' IN W4Ab = WaAw = W3A14 = W3A4 = 2` t--- 0 iF 30-10-4 Over 2 Supports R=1273 U=593 W=3.5" R=1126 U-634 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY:16 AK 1 1 R - Scale=.1875" Ft. AN BRACING- NEFER TO HIB 91U1 (HANDLING INSTUSSESREOREEXTRECAREALLINNDBRACING) RICATION, HANDPUBLISHED BYPPTPI LING, SHIPINGI (TRUSS]PNSTALLNLATED TC LL 20.0 PSF REF R5031 -941 INSTITUTE, 583D'ON0fRID DR., SUITE 200, MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMIM6 THESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAME PROPERLY ATTACHED T C D L 7.0 P S F DATE 0 3/ 08 / 0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FORNI5HACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED BC DL 1O.O PSF DRW HCUSR5031 02D67089 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO hj BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING., INSTALLING AND Im"r DS `t'2 A L1- I IY E BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN BC L L 0.0 PSF H C- E N G T C E/ W P FSPECIFICATION PUBLISHED BY THE AMER ICAN FORESTAND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED APPLY CONNECTORS TO M TOT . L D . 37.0 PSF S E Q N - 33500 EACHFACE OFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t{t_'_;" C DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Ytl altE t" p UR . F AC . 1.25 FROM L GM Alpine Engineered Pradu,Ift. RESPqPSLBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 4 U; rYrLp Haines City FL33MCOMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER t4 LGQ SPACING 24. 0 " FL Certificate OfAMIthoi77Ehon# 567 ARSIJTPI 1-1995 SECTION 2. t U uVL RIUUL UUIVUU 3 \ \ - U1) TOP CHORD 2x4 SP #2 Dense BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC DEFLECTION MEETS L1240 LIVE AND L1180 TOTAL LOAD. REFER TO DWG PIGBACKAlOOi OR PIGBACKB1001 FOR PIGGYBACK DETAILS. IBIS UWG PREPARED FROM COMPUTER INPUI (LOADS & DIMENSIONS) SUBMIT[ED BY TRUSS MEK. 120 MPH WIND, 27.21 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SHIM ALL SUPPORTS TO SOLID BEARING. SEE DWGS A12030ECO901 8 GBLLETIN1001 FOR MORE REQUIREMENTS. W4 X. 6 = 4 24-11-7 22-2-8 20-1-3 LF 8-4-12 _I L— 12-6-4 I 2-4-0 I 14-10-4 Over 3 Supports R-260 U-180 W=3.5" R=686 U=368 W=3" R=153 U=180 W=3" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d OTY:8 AK 1 1 - R - Scale=.3125" Ft. BRACN I TRUSSES NG. REFERTO 1UIRNTB9(N EXT( HANDLING EME CARE IN FABRICATION. NG INSTALLING AND ANDLING, SHIPPING, INSTALLING ND BRACING), PUBLISHED BY TPI (TRUSSPLA E° TC LL 200 PSF . REF R5031-942 INSTITUTE, 583 D'ONDFRIO DR., SUITE 2DO. MADISON, WI 53719). FDR SAFETY PRACTICES PRIOR TDPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 PSF DATE 03 / 08 / 0 2STRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IWPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC D L 10.0 PSF D R W HCUSR5031 02067092PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND LT OB 'D2IBC L L 0.0 P S F H C E N G T C E/ W P F BRACNGOFTRUSS€S. THIS Of SIGNCONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT. L.D. 3 7.0 PSF S E Q N - 33569 CONNECTORSAREMADEOF2UGAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS, AND VILE SS01 NERW ISELOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1,, p,,,.,, ORA-WINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ai#er r: ri€m DUR.FAC. 1.25 FROM LGM imFagmeredS, ImA RESPOk OILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Via. 2283 HamaCity, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER FLCertificateofAndwhafim#367 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" 011902R-PINE RIDGE CONDOS \ \ D2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. REFER TO DWG PIGBACKA1001 OR PIGBACKB1001 FOR PIGGYBACK DETAILS 120 MPH WIND, 27.21 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SHIM ALL SUPPORTS TO SOLID BEARING. W4X6 4 24-11-7 22-2-8 LL< 8-4-12 1— 12-6-4 2-4-0 I GE 14-10-4 Over 3 Supports -11 R-260 0=180 W=3.5" R=686 U-367 W=3" R=153 U=180 W=3" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design 33571EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION Criteria: TPI STO 19.5d QTY:12 AK 1 1 R Scale 3125" Ft. ALPINE NARNIN6'" TRUSSES AEOUIRE EXTREME CARE /N FABRICATION, HANDLING, SHIPPING, INSTALLING ANDBRACING. REFER TD H16-41 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE InSTITUTE, 583 D'OMOFR IO DR., SUITE 200, NADi SON, VI 53)79), FOR SAFETY PRACTICES PRIOR 70 PERFQRNING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYS PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEllIN6. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHAH NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES to CONFORMANCE WITH TP (; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACTJIG OF TRUSSES. THIS DE SIGNCONFORMSWITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED -BY CUMNfCTORSAR£MADE OF20GAT AMERIC 6AL YAND A6R10FOR STEELPAPEREYCEPTASSOCIATION) NOTED DTALPINEAPPtYCDNNECTORS 70 tm., DB • D2 T C T C 8C pBC T D T. L LD L D L L L LD. 20.0 7.0 1 0. 0 0. 0 37.0 PSF PSF ' PSF P S F P S F R E F R 543 1 - 9 4 3 DATE 03 / 0 8 / 0 2 DR W HCUSR5031 02D67D93 HC - E N G T C E / WP F S E QN ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L' BRACE • 1) 2X4 "L' BRACE • 2) 2X4 "L" BRACE " 1) ZX6 "L" BRACE • 2) 2X6 "L" BRACE '• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B SPF 1 2 0. 110' 10" U 3 3' 4" 4' 11 " 4' r 11" 6' 5" 6' 5" 8' 4" 8' 4" Io' 0" 13' 1" 13' 1 " z H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W Q STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5' 7' 5" 8' 7' 8' 7" 11' 8" 11' 8" r- 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" i0' 11" 11' 10" 13' 1' 14' 0" 3SP 2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4' 8' 11" 10' 11' 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" 7+TDL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" W 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" Q STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" W 9" 11' 11" 11' 11' S P 2 3' 11" 6' 9" 6, 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" E- F 3 3' 10" 6' 0" 6' 0" 7 11" 1 7' 11" 9' 6' 1 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" i i3HF STUD 3' 10" 5' 11" 51 11 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" Q STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1' 10' 6" 10' 6" 14' 0' 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6' 13' 6' 14' 0" 14' 0" Sp2 4 2" 6' 9" 7' 3" 8' 0" 8' 7' 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 3 4 0' 6 2" 6 2" e' 0" e' 1 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" D FL STUD 4' 0" 6' 1" 6' 1' 8' 0" 8' 0" 9' 6" 10' 0" 12' 5' 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9' 10' 9' 14' 0" 14' 0" SPF1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" U 3 4' 2" B' 11" B' 11" 8' 9" 8' 9" 10 6 1 o' 6" 13' 10" 13' 10" 14' 0" 140" H F STUD 4' 2" 6' il" 8 11 8' 9" 8' 9" 10' 6" 10' 6' 13' 10" 13' 10" 14' 0" 14' 0" Q STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0' 1 4' 8" 7' 5" 6' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" SP724' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6' 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" cv 7 3 4' S" T 1" 7' 1" 8' 9" 9' 3' 10' 6' 11, 0" 13, 10 14' 0' 14' 0' 14' 0" DFLSTUD4' S" T fl" T 0" 8' 9" 1 9' 3" 1 10' 6' 11' 0" 13 10" 14' 0" 14' 0" 14' 0- STANDARD 1 4' 4" 1 6' 1" 1 6' 1" 8' 0" 8' 0' 10' 8" 10' 9" 12' 5" 12' S"1 14' 0" 14' 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 870# AT EACH END. MAX WEB TOTAL LENGTH IS 1 Z VERTICAL LENGTH SHOWN IN TABLE ABOVE, CONNECT DIAGONAL AT MIDPOINT OP VERTICAL WEB. N INS BY SAFTOF NA\ 177 ALPINE7ANEDE` APF ASI ALPINE ENG NFERED PRODUCTS, iNC. TRL POMPANO BEACH, FLORIDA DRF SU IRE! 2X4 SP OR DF-L /2, OR BETTER DIAGONAL BRACE; SINGLE OR DOUBLE CUT AS SHOWN) AT UPPER END. REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. ATING, HANDLING, SHIPPING. .. .A.. CONTRACTOR ALPINE i TION FRON THIS i OR FABRICATING, No. 2M38 WORMSWITHSrED BY THE STATE OF iARCMADEOF20GABRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEY -FIR 1 2 ISTANDARD 2 STUD SI UD STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEY- nR f k WE 1 SOUTHERN PINE DOUGLAS FIR -LARCH 1 1 GABLE TRUSS DETAIL NOTES: LIVE LOAD DMECTION CRITERIA IS L/Z40. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OU7LOOEERS WITH 2' 0' OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH 10d NAILS. FOR ( f) "L" BRACE: SPACE NAILS AT 2' O.C. IN IS' END ZONES AND 4' O.C. BETWEEN ZONES. FOR ( 2) V BRACES: SPACE NAILS AT 3" O.C, IN 18' END ZONES AND 8" O.C. BETWEEN ZONES. L' BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH, GABLE VERTICAL PLATE SIZES REPER TO COMMON TRUSS DESIGN FOR SPLICE. AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98-GAB12030 DATE 09/10/01 DRWG A12030ECO901 ENG VERTICAL LENGTH NO SPLICE 1ES5 THAN 4' 0' IX4 OR 2X3 GREATER THAN 4' W. BUT LESS THAN 11' a'GREATER 2X4 THAN f!' 8" 2.SX4 TOT. LD. 60 PSI SPACING 24.0" GABLE DETAIL ABOUT + FOR LET -IN VERTICALS VERTICAL LENGTH GABLE VERTICAL PLATE SIZES Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, NEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE NEB. EXAMPLE: 2* 2X4L_ 2X8 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP* LESS THAN 4' 0` IX4 OR 2X3 2X8 GREATER THAN 4' 0', BUT 2X4 2X8 LESS THAN ]i' B" GREATER THAN 11' 8` 2.5X4 2.5X8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH 'i" REINFORCING MEMBER WITH HAND DRIVEN NABS; lOd COMMON TOENAILS AT 4" O.C. PLUS (4) l8d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAZIS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI HIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0899. A14015EN0699. A09015EN0899, A08015EN0699, A07015EN0699 A11030EN0898, A30030EN0698, A090301T10698, A08030EN0699, A07030EN0888 ASCE 7-98 GABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A11015EC0901, A30015EC0901, A08515EC0901 A13030EC0901, A12034EC0861, A11434EC0801, A10030EC0901, R08530EC0901 SBCCI GABLE DETAIL DRAWINGS 511015EN0889, S10015EN0689, 509015EN0898, 508015EN0889, 507015Eii0689 511030EN0699, S10030EN0699, S09030EN0899, 508030EN0699, 507030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR :SBCCI MIND LOAD) FOR MAXIMUM UNRElNFORCED GABLE VERTICAL LENGTH, ZXB T REDIFOftClNG MEMBER 2X4 "T" REINFORCING MEMBER TOENAIL TOENAIL 70 CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (i) 2X4 "L` BRACE, GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI HIND LOAD. MAXIMUM ALLOWABLE "'P` REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" T3RAC1 WIND SPEED AND MRH f" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 229 10 X 10 R 2s8 40 7. 50 X 110 MPH 30 FT 2s4 10 & 10 R 2s8 50 7. 50 R 100 MPH 15 FT 2s4 10 9. 10 % 2s6 30 7. 50 7. 100 MPH 30 FT 2x4 10 Z 10 X 2x6 40 R 40 % 90 MPH 15 FT 2s4 20 7. 10 R 2s8 20 X 40 R 90 MPH 30 FT 2s4 10 R 0 R 2s8 30 % 50 R 80 MPH 15 FT 2s4 10 R 20 R 2x8 10 R 30 X 80 MPH 30 PT 2119 20 7 IO R 228 20 7. 40 Z 70 MPH 15 FT 2s4 D R 20 9. 2s8 0 7. 20 R 70 MPH 30 FT 2:4 10 R 20 7. 2s6 10 R 30 x EXAMPLE: ASCE HIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C, SP y3 T` REINFORCING MEMBER SIZE =2X4 T` BRACE INCREASE (FROM ABOVE) s !Oz 1.10 1) 2X4 "L" BRACE LENGTH 8' 7" MAXIMUM "1"' REINFORCED GABLE VERTICAL LENGTH 1.30s8'7"=7'3" THIS All DRAWING REPLACES DRAWINGS GAB98117 878,719 & HC26294035 tALPINE 7 aVARNINGaa TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYTPl (TRUSSPLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, NADISWI, Yl, 53719) FORSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, T(lP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALLHAVEAPROPERLYATTACHEDRIGIDCEILING, axTlPF1RTANTra FURNISH A COPY 11F THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLEPONSIBLE FOR ANY DEVIATION FROM THISDESIGNiANYFAILURETOBUILDTHETRUSSESTMCONFORMANCEWITHTPl3ORFABRICATING. WiNOLING, SNIPPING, INSTALLING AND BRACING Of TRUSSES. DESIGN CONFIX2NS WITHAPPLICA9LEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THEAMERtCANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECT(NtS ARE MADE [IF 20GAAST" A653 GR90 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF P.<<o# j@: 22-9 z i S 1141 C OF L REF I.E'T-IN VERT DATE 10/24/Ol DRWG GBLLETINIOOI ENG DLJ/KAR CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCABBRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATEBRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X42X3OR2X42ROWS2X62-2X4 2X6 1 ROW 2X4 1-2X62X62ROWS2X62-2X4(*) 2X8 I ROW 2X6 1-2X82X82ROWS2X62-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADEORBETTERTHANWEBMEMBERUNLESSSPECIFIEDOTHERWISEONENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACHFACEOFWEB. 7ALPINE 7 ALPINE ENGINEERED PRODUCTS, INC. POMPANO BEACH. FLORIDA T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB T-BRACE NARROW FACE OR L—BRACEATTACHWITH16dNAILSAT6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T—BRACE L—BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB, NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DRAWING REPLACES DRAWING 579,640 BUSHED TC LL PSF REF CLB SUBST. FOR t"t I UU,' p, C DL PSF DATE 06/25/99SHALL ALPINE' fl. r yDL PSF DRWG BRCLBSUB0699 isING, C 8.L PSF ENG MLH/KAR c N0.22839 eocA IF STATE OF PSF NAL p•%cCOHi[* FAC. D$N6 ACING PIGGYBACK DETAIL THE DETAILS BELOW ARE ACCEPTABLE FOR THE FOLLOWING WIND CONDITIONS: NOTE: TOP CHORDS OF TRUSSES SUPPORTING PIGGYBACK 80 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, 80 MPH WIND, 30.00 FT MEAN HGT, SBC, CAP TRUSSES MUST BE ADEQUATLY BRACED BY SHEATHING LOCATED ANYWHERE IN ROOF, OR PURLINS. PROVIDE DIAGONAL BRACING OR OTHER100MIFROMCOAST, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOFCAT1, EXP C, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. SUITABLE ANCHORAGE TO PERMANENTLY RESTRAIN PURLINS. DETAIL A FLAT TOP CHORD <= 12' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0.148"x3") NAILS. 12" MIN RIGID SHEATHING OVERLAP WITH 8d COMMON (0.131"x2.5") OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. is FLAT TC BRACING PER ENGINEER'S SEALED DESIGN DETAIL B FLAT TOP CHORD <= 20' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0.148"13") NAILS AND 4' 2' 2, 4' SECURED WITH 2X4 #3 GRADE SCAB (1 SIDE ONLY) ATTACHED WITH 10d COMMON NAILS AT 4" O.C. 2' 4P;ERENCGINEER'S BRACING EALED DESIGN TRUSSCAPTOENAILEDANDUXED315HLTPULOXPLATESFACE)EACHAT ECH END DDETAIL C CIRCLEDNUMBERINDIAATMAT S REQUIREDNUMBEROF0120NAILSPERFACE. SEE DRAWING60TLFOR TRULOXNFORON. FLAT TOP CHORD <= 30' IN LIEU OF TRULOX CONNECTORS, ALPINE 62PB SPECIAL PIGGYBACK CONNECTORS MAY BE USED. SHOP APPLY TOOTHED PORTION, FIELD ATTACH TO MATING TRUSS 4 WITH (4) 0. 120" X 0.375" NAILS MINIMUM EACH FACE. q 4 4 4) 6d COMMON NAILS ( 0.131 FLAT TC BRACING 8" X 8" X 1/2" RATED SHEATHING GUSSETS (EACH PER ENGINEER'S FACE) MAY BEUSED IN LIEU OF TRULOX PLATES, SEALED DESIGN ATTACH WITH ( 8) 8d COMMON NAILS PER GUSSET. 4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC. THIS DRAWING REPLACES DRAWINGS 581,670 & 961,860 MWARNINGM* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFERTOHID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATEINSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL Uo// TC LL PSF DL PSF REF PIGGYBACK DATE 04/ 04/01 HAVE PROPERLY ATTACHED STRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGIDCEILING. NIMPORTANTKK FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALLNOTBERESPONSIBLEFORANYDEVIATIONFROMTHISDLPSFDR{WG PIGBACKA0401 ENG DLJ/KAR ALPINE 7ANERICAN BUILD THETRUSSESINCONFORMANCEWITHTCOORFABRICATING, OR ANY FAILURE INSTALLINGHANDLING, C ' 839 BOLLPST, APPLICABLE PROVISIONSTOFLNDS (N TIONAND LODE I NSPECIFICATIONIGN PU%SHEEDDMBYWITHTHEFOREST ANDPAPER ASSOCIATION) AND TPI, ALPINE CONVECTORS ARE MADE OF 20GA i S`rAT' OF T(4. LD. MAX 60 PSF ALPINE ENGINEEREDPRODIICTS INC ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISELOCATEDONTHISDESIGN, POSITION CONNECTORS PER(,f`•or:Fil4P•'. 5 R. FAC. 1. 15 POMPANO BEACH,FLORIDA • ENGINEERINGRESPONSIBILITYYLSOLEHYSFORTHEETRUSSINDICATESACCEPTANCEDESIGNSHOWN. PROFESSIONAL SUITggLITYAND D +UR. USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RES CSIBILITY OF THEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Mar Oe N1t141t+++++ SPACING 24.0" TOP 'CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER PIGGYBACK DETAIL REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICEISNOTDIRECTLYOVERANOTHER, PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TOTRUSSTOPCHORDWITH1.5X3 PLATE, ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACKISSOLIDLUMBERORTHEBOTTOMCHORDISOMITTED, PURLINSMAYBEAPPLIEDBENEATHTHETOPCHORDOFSUPPORTINGTRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 110 MPH WIND, 30' MEAN HGT, ASCE 7-93, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST CAT 1, EXP C, WIND TC DL=5 PSF, WIND BC DL=5 PSF 110 MPH WIND, 30' MEAN HGT, SBC ENCLOSED BLDG, LOCATED ANYWHERE IN ROOFWINDTCDL=5 PSF, WIND BC DL=5 PSF FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACEPLATESASLONGASBOTHFACESARFRPArPnA' nr UAV IN 7ALPINE 7 ALPME EW*JEERED PRODUCTS, W. POMPANO BEACH, FLONDA rrC LAL' rLAI G. JOINT TYPE SPANS UP TO 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 7E4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING Ix4 "T- BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T'" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB' MEMBER. ATTACH WITH 16d NAILS AT 4" OC. C THIS DRAWING REPLACES DRAWINGS 634,016 634,017 & 847,045 rFD MAX LOADING REF PIGGYBACKt111.1 rrn, 55 PSF AT DATE 06/25/99 I .y .y%1.33 DUR. FAC. DRWG PIGBACKBO699 d.N0. "a., . E. 50 PSF AT ENG DLJ/KAR 20C,A $TAf O' 25 DUR. FAC. OF 47 PSF AT NAL i.,1,o_RtQ.- 1.15 DUR. FAC.. PACING 24.0" FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1732 Builder: DR HORTON Address: .3 1 LU SvT'A,00 k_ N° Permitting Office: City, State: ltvt j Permit Number: Owner: 17.E .pf g`j Jurisdiction Number: Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Glass area & type a. Clear - single pane b Clearr - double pane c. Tint/other SHGC - single pane d, Tint/other SHGC - double pane 8. **Flopr types a. Slab-10n-Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 1 I. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ 1 a. Central Unit 4 _ b. N/A No 1732 ft' c. N/A 207.0 ft' _ 13. Heating systems 0.0 W _ a. Electric Heat Pump 0.0 ft' , 0.0 ft' b. N/A Cap: 36.0 kBtu/hr _ SEER: 12.05 Cap: 36.0 kBtu/hr _ HSPF:7.65 _ R=0.0, 202.0(p) ft _ c. N/A 14. Hot water systems a.. Electric Resistance Cap: 50.0 gallons _ R=3.0, 1224.0 ft' _ EF: 0.86 _ R=I 1.0, 56.0 ft' b. N/A _ R=11.0, 328.0 ft' c. Conservation credits _ HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1883.0 ft' _ 15. HVAC credits PT, _ CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 170.0 ft J MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 26482 PASSTotalbasepoints: 27662 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida i Energy Code. PREPARED BY: 1 'kip- 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: 04 THE STq? lour ry' •w. = r "` EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 1732.0 25.78 8037.2 Single, Clear NE 1.0 5.0 23.0 43.65 0.95 957.0 Single, Clear NW 1.0 5.0 23.0 37.74 0.95 828.2 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SW 1.0 5.0 32.0 52.82 0.94 1584.9 Single, Clear SW 1.0 4.0 10.0 52.82 0.89 471.4 Single, Clear SE 1.0 3.0 10.0 56.64 0.81 459.4 Single, Clear SW 1.0 7.0 54.0 52.82 0.98 2799.6 Single, Clear SE 1.0 5.0 23.0 56.64 0.94 1221.1 As -Built Total: 207.0 10020.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM Points Adjacent _ 328.0 0.70 229.6 Concrete, Ext Insul, Exterior 3.0 1224.0 0.70 85 ..8 Exterior 1280.0 1.90 2432.0 Frame, Wood, Exterior 11.0 56.0 1.90 106.4 Frame, Wood, Adjacent 11.0 328.0 0.70 229.6 Base Total: 1608.0 2661.6 As -Built Total: 1608.0 1192.8 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Insulated 18.0 1.60 28.8 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 1732.0 2.13 3689.2 Under Attic 19.0 1883.0 2.82 X 1.00 5310.1 Base Total: 1732.0 3689.2 As -Built Total: 1883.0 5310.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points 1 Area X SPM Points 1732.0 14.31 24784.9 1732.0 14.31 24784.9 EnergyGaugeS DCA Form 60OA-2001 EnergyGauge4D/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 32874.1 Summer As -Built Points: 34989.3 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 34989.3 1.000 1.087 x 1.150 x 1.00) 0.283 0.950 11758.5 32874.1 0.4266 14024.1 34989.3 1.00 1.250 0.283 0.960 11758.5 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1732.0 6.86 1826.9 Single, Clear NE 1.0 5.0 23.0 12.00 1.00 276.1 Single, Clear NW 1.0 5.0 23.0 12.23 1.00 280.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SW 1.0 5.0 32.0 9.22 1.02 300.4 Single, Clear SW 1.0 4.0 10.0 9.22 1.03 95.1 Single, Clear SE 1.0 3.0 10.0 8.34 1.09 90.8 Single, Clear SW 1.0 7.0 54.0 9.22 1.01 500.9 Single, Clear SE 1.0 5.0 23.0 8.34 1.03 198.0 As -Built Total: 207.0 2017.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 328.0 1.80 590.4 Concrete, Ext Insul, Exterior 3.0 1224.0 2.80 3427.2 Exterior 1280.0 2.00 2560.0 Frame, Wood, Exterior 11.0 56.0 2.00 112.0 Frame, Wood, Adjacent 11.0 328.0 1.80 590.4 Base Total: 1608.0 3160.4 As -Built Total: 1608.0 4129.6 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 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 UnderAttic 1732.0 0.64 1108.5 Under Attic 19.0 1883.0 0.87 X 1.00 1638.2 Base Total: 1732.0 1108.5 As -Built Total: 1883.0 1638.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points 1 Area X WPM Points 1732.0 0.28 485.0 1732.0 -0.28 485.0 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeOFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5391.0 Winter As -Built Points: 7979.2 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) 7979.2 1.000 1.078 x 1.160 x 1.00) 0.446 0.950 4229.0 5391.0 0.6274 3382.3 7979.2 1.00 1.250 0.446 0.950 4229.0 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 ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 1 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14024 3382 10256 27662 11759 4229 ` `s""10495 _ 26482 PASS EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FIRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS 1 SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 1 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq_ft. door area. Exterior & Adjacent Walls 1606.1.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 comers; 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.1.2A 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. Mufti -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 .... Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 1612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 1612.1 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 efficien 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 Se arate 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. i Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge4D/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. ' Floor types a. Slab -On -Grade Edge Instelation b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A I . Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ 1 a. Central Unit 4 _ b. N/A No _ 1732 ft' c. N/A 207.0 ft' _ 13, Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 ft, _ 0.0 ft2 b. N/A R=0.0, 202.0(p) ft _ c. N/A u 14. Hot water systems a. Electric Resistance R=3.0, 1224.0 ft= _ R=11.0, 56.0 ft' _ b. N/A R=11.0, 328.0 ft' _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1883.0 ft= _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 170.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature:` Date: Address of New Home: FD-SI . 4-_,, TAtj0 WA- City/FL Zip: tt ` s----) , - \ Cap: 36.0 kBtu/hr _ SEER: 12.05 Cap: 36.0 kBtu/hr _ HSPF:7.65 _ Cap: 50.0 gallons EF: 0.86 _ PT, _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar71ddesignation), your home may qualms for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www. fvec. ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 1732 . bld For: D . R . HORTON By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 70 Deg F Design TD: 32 Deg F HEATING SUMMARY Bldg. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 29416 Btuh INFILTRATION Method S impl i f i ed Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 1732 1732 Volume (cu.ft.) 13856 13856 Air Changes/Hour 0.8 0.4 Equivalent CFM 185 93 HEATING EQUIPMENT SUMMARY Make TRANE 11/16/98. Job # 1732 Wthr Orlando —AP FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 75 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 Grains Water 44 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 22883 Btuh Ventilation 990 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 23873 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1380 Btuh Ventilation 1496 Btuh Infiltration 2769 Btuh Tot Latent Equip Load 5645 Btuh Total Equip Load 29518 Btuh COOLING EQUIPMENT SUMMARY Make TRANS Model Model Type Type Efficiency / HSPF 6.90 COP/EER/SEER 10.30 Heating Input 0 Btuh Sensible Cooling 35500 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 35500 Btuh Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor 0,041 CFM/Btul1 Clg Air Flow Factor 0.052 CFM/Btull Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: V I 3 . 0. 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: 1732 File name: 1732 . bld Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* 11/16/98 I. Winter Infiltration CFM 0.8 AC/HR x 13856 Cu.Ft. x 0.0167= 185 CFM 2. Winter Infiltration Btuh 1.1 x 185 CFM x 32 WinterTD = 6516 Btuh 3. Winter Infiltration HTM 6 516 Btuh / 245 Total Window = 26.6 HTM IandDoorArea Procedure B - Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0.4 AC/HR x 13856 Cu.Ft. x 0.0167 = 93 CFM 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 Summer TD, = 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window = 7.5 HTM Iand Door Area I Procedure C - Latent Infiltration Gain 0.68 x 44 gr.diff. x 93 CFM = 2769 Btuh Procedure D - Equipment Sizing Loads I. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 SummerTD 990 Btuh Sensible Load for Structure (Line 19) 22883 Btuh Sum of Ventilation and Structure Loads 23873 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff. 1496 Btuh Internal Loads = 230 x 6 No. People 1380 Btuh Infiltration Load From Procedure C 2769 Btuh Equipment Sizing Load - Latent 5645 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3 .0 . 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J I 1732 Job# 1732 Zone t\1ANUAL J: 7111 Ed. RIGHT-J. 3. 0 . 12 S/N 10315 Entire House 11/16/98 I Name ofRoom Entire House 2 Running R. Exposed Wall I 202.0 Ft. Room Dimensions. FI, 0.0 1. 4 Ceiings, Ft Condit. Option 8.0 heat/cool d Tl,PE OF CST HTNI Area Bmh EXPOSURE NO Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 1224 Exposed b 12C 2.9 1.9 56 Walls and c 13C 3.2 1.2 321 Partitions d 0.0 0.0 0 I I f ilI 0.OI 0. OI OI r.rr I .rrr I BR 4 29. 0 11 13.5 s 12.0 A 8.0 heat/cool Area Btuh Length Htg Clg 232 .... .... 0 .... .... 01 .... .... FAM 41.0 Ft. 20.0 \ 20.0 Ft. 8.0 ,heat/cool Area 1311111 Length Mg. Clg 112 .... ••.. 56 .... .... 152 +'•• rr.r 0 .rrr rrrr LAUNDRY 7;O F1. 7.0 . 9.0 Ft. 8.0 .heat/cool Area B1uh Length Itg C Ig0 .... .... 0 .... r... 561 0oI rrr. I r. rr rrr • rrr 6 Windows and a iC 37.0 153 5655 23 850 23 850 0 0 •'•• Glass Doors b 8C 37.0 59 1996 0 0 •••• 0 0 •••• 0 0 •+•• Hearing c 9A 29.9 0 0 •'•• 0 0 '••• 0 0 •••• 0 0 ••++ d 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 22.0 19 429 0 0 0 0 0 •••' 0 Glass Doors NEMVU 41.0 46 1886 23 993 23 943 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/ SW 49.0 142 6934 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 OUterdoors a lOD 14.7 9.9 38 559 378 0 0 0 20 294 199 18 265 179 b 10D 14:7 9.9 0 0 0 0 0 0 0 C 0 C 0 0 9 Net a 14C 2.5 1.1 1017 2506 1120 209 515 230 89 219 98 0 0 0 Exposed b 12C 2.9 1.9 36 104 70 0 0 0 36 104 70 0 0 0 Walls and c 13C 3.2 1.2 310 977 363 0 0 0 152 479 178 38 120 44 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 1113 3194 4192 162 271 361 400 678 890 63 107 140 It 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 II Floors 25.9 0.0 202 5236 0 29 752 041 10630 7 181 00.0L0.0 0 0 0 0 0 0 0 0 0 0 0 00.00.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 245 6516 1833 23 612 172 43 1144 322 18 479 135 13 Sublot Bath Loss-6+8..+11+12 26742 3003 4031 1152 14 Duct Btuh Loss 10+/ 2674 10°' 300 10% 483 10•/ 115 15 Total Bath Loss = 13+14 29416 3304 5314 1267 16 Im. Gains: People a 300 6 1800 0 0 4 1200 0 Appl. a 1200 2 1800 0 0 0 0 1 600 17 SuhtotRSHGain=7+8..+12+16 20803 1706 3900 1090 18 Duct Bttrh Gain 10% 2080 10°< 171 10% 390 10% 110 19 Total RSHGain=(17+18)'PLF 1.00 22883 1.00 1876 1.00 4290 1.0' 1206 20 CFM Air Required 1200 1200 1 135 98 1 217 225 1 52 63 Printout certified by ACCA to meet all requirements of Manual 1 Form 1732 Job# 1732 Zone: Entire House 11/16/98 IWANUAL J Mi Ed. RIGHT -.I: 3. 0. 12- SN 10315 I Name of Roan BR 2 BR 3 M/BR M/BTH 2 Ruining Ft. Exposed Wall I 27,0 Ft. I 11 . 0 Ft. 32. 0 Ft. 10.1) Ft. 3 Room Dimensions, Ft. 13, 0 x 12. 0 Ft. 11.0 x 15.0 Ft. 13. 0 x 17. 0 Ft. 10.0 x 15. 0 Ft. J Ceilags.Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST FITM Area Btuh Area Btuh Area 13tuh Aica Btuh EXPOSURE NO. HIg Clg Length Htg Clg Length Htg ('I, Length Htg CIg Length Hig Clg 5 Gross a 14C 2.5 1.1 96 •'•• '••• 88 .... •... 256 •••• ••'• 80 ••" •••• Exposed b 12C 2.9 1.9 0 •••• .... 0 .... .... Q ••.• •••• 0 •..• ••.• Walls and c 13C 3.2 1.2 120 •••• •••• 0 •••• .... 0 •••• •••• 0 •••• •••. Partitions d 0.0 0.0 0 .... .... 0 .... .... 0 .... ••.• 0 .... .... e I 1 0.0 0.0 0 ••.• •... 0 .... .... 0 •..• •..• 0 ••.• •..• f 0.0 0.0 0 •..• •..• 0 .... .... 0 .... •..• 0 .... 6 Windows and a 1C 37.0 •• 16 591 •••• 16 591 •••• 32 1183 •••• 10 170 •••• Glass Doors b 8C 37.0 •• 0 0 •••• 0 0 •••• 0 0 '••• 0 0 •••• Heating c 9A 29.9 •• 0 0 •••• 0 0 •••• 0 C •••• 0 0 •'•• d 0.0 •• 0 0 ••'• 0 0 •••• 0 C •••• 0 0 •••• e ().0 •• 0 0 •••• 0 0 •••• 0 0 •••• 0 0 •••• f 0.0 •• 0 0 •••• 0 0 ••'• 0 0 •••• 0 0 •••• 7 Windows and North 22.0 2 •••• 44 2 •"• 94 4 •••• 89 2 •••• 35 Glass Doors NENW. 41.0 0 •••• 0 0 •••' 0 0 •••' 0 0 •••• 0 Cooling E/W 0.0 0 •••• 0 0 •••• 0 0 •••• 0 0 •'•• 0 SE/SW 99.0 14 •••• 685 14 •••• 685 28 •••' 1370 8 •••• 413 South 0.0 0 •"• 0 0 •••• 0 0 •••• 0 0 •••• 0 Hoa 0.0 0 •••• 0 0 •••• 0 0 •••• 0 0 •"• 0 8 Otherdoors a '10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14 7 9.9 0 C 0 0 0 0 0 0 0 0 0 C 9 Net a 14C 2.5 1.1 80 197 88 72 177 79 224 552 247 70 172 77 E.-,posed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Malls and c 13C 3.2 1.2 120 378 140 0 0 0 0 0 0 0 0 0 lions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 Q 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 2.2 156 265 347 165 280 367 221 375 492 150 254 334 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 11 Floors a 22A 25.9 0.0 27 700 0 11 285 0 32 829 0 10 259 0 IbI 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 12 Infiltration a 26.6 7.5 16 426 120 16 426 120 32 851 239 10 266 75 13 Subtot Binh Loss=6+8„+11+12 ••'• 2556 •••• •••• 1759 •••• •... 3790 •'•• .... 1322 •••' 14 Duct Btuh Loss 10% 256 •••• 10•/ 176 •••• 10% 379 •••• 10% 132 .... 15 Total Midi Loss= 13+14 •••• 2812 .... •••• 1935 .... .... 4169 .... ••.. 1454 •••. 16 Int. Gains: People a 300 0 ."• 0 0 .... 0 1 •••• 300 0 •••• 0 " Appl. a 1200 0 •••• 0 0 •••• 0 0 ••.. 0 0 •••• 0 17 SubtotRSHGain=7+8..+12+16 .... .... 1425 .... .... 1296 .... .... 2737 .... .... 933 18 Duct BthdhGain 10% •"• 192 10% •••• 130 10°/ •'•• 274 10°i •"• 93 19 Total RSHGain=()7+18)•PLF 1.00 ••'• 1567 1.00 •"• 1425 1.00 •"• 3011 1.00 •"• 1027 201 CFI4Air Required I •••• I 1151 821 ••'• I 791 75I •••• I 1701 1581 •••• I 59I 54 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 MANUAL J: 7th Ed. RIGHT-1: 3. 0. 1 z S/N 10315 - I Name of Room BTH KICTHEN DINING 2 Running Ft. Exposed Wall 0.0 1'1 31.0 17t 14. 0 Ft. FI. Room Dimensions, Ft. I 9.0 \ 10.0 Ft 16.0 x 14.0 Ft 14.0 c 18. 0 Ft x Ft 4 Ceiings.Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST' I ITM Area Bmh Area Btuh Area Btuh Area Borh EXPOSURE NO I hg Clg Length ITIg Clg Length Htg Clg Length HIg Clg Length ITtg Clg Gross a 14C 2. S 1 . 1 0 '•'• a.ar 24$ araa ... 112 •arr a... .r.a •... a .raa rasa q.• raa .... .... .... Exposed b 12C 2.9 1.9 0 0 Walls and c 13C 3.2 1.2 0 so 0. •aaa 0 rr+• raa• 0 aaa. a... .a.• ...• Partitions d 0.0 0.0 0 •••• aa.a 0 •.aa .aar 0 .... a... •a.. .aaa e 0.0 0.0 0 aa.• ..r. 0 arrr r... 0 .r.a aaa. .aaa aaa. r 0.0 0.0 0 aara .•.• C aaaa .... 0 •aar aarr arar .aar 6 Windows and a 1C 37.0 •a 0 0 •••• 10 370 •••• 23 850 •••• •••• Glass Doors b 8C 37.0 •• 0 0 •••• 54 1996 •'•• 0 0 •••• I •••• Heating c 9A 29.9 •• 01 0 •••• 0 0 •••• 0 0 •••• •••• d 0.0 •• 0 0 •••• 0 0 '••• 0 0 •••• •••• e 0.0 •' 0 0 •••• 0 0 •••• 0 0 •••• •••• r 0.0 .. 0 0 aaa. 0 0 raa. 0 0 •aar aaa. 7 Windows and North 22.0 0 •'•• 0 7 ••+• 153 3 •••• 64 •••• Glass Doors NFJNN: 41 .0 0 •••• 0 0 •••• 0 0 •••• 0 •••• Cooling E/W 0.0 0 •••• 0 0 •••• 0 0 •••• 0 •... SE/SW 49.0 0 +••• 0 57 •••• 2795 20 •••• 985 •••• South 0.0 0 •••• 0 0 •••• 0 0 •+•• 0 •••• Horz O.0 0 so.. 0 0 aara 0 0 •aar 0 a.aa81Otherdoorsa10D14 . 7 9. 9 0 0 0 0 0 0 0 0 0 It I IOD 14:7 9.9 0 0 0 C 0 C 0 0 0 9 Net a 14C 2.5 1.1 0 0 0 104 453 203 89 219 98 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 r 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 90 153 200 224 380 499 252 427 561 It 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 II Floors a 22A 25.9 0.0 0 0 0 31 804 0 14 363 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7,5 0 0 0 64 1702 479 23 612 172 13 Subtot Btuh Loss=6+8..+11+12 .... 153 •••• •••• 5704 •••• •••• 2471 aaaa a... .... 14 Duct Btuh Loss 10•/ 15 •... 10% 570 •••• 10•/ 247 •••• % •... 15 Total Btuh LOSS= 13+14 .... 168 r... so.. 6275 aaaa .... 2718 ra.a ...a ..•a 16 Int. Gains: People 300 0 "" 0 0 •••• 0 1 •••• 300 •••• Appl. rr, 1200 0 •••• 0 1 •••• 1200 0 •••' 0 .•.. 17 Subtot RSH Gain=7+8..+12+16 a... •..• 200 ..r. .a.. 5328 '••• •"• 2180 •... •••• IS Duct Btuh Gain 10°/ •••• 20 10°/ •••• 533 10•/ •••• 218 % •••• 19 Total RSH Gain=(17+18)•PLF 1.00 •••• 220 1.00 •'•• 5861 1 . 00 •••• 2398 ••" 1 20 1 CFM Air Required •••• 71 12 •••• 1 2561 307I •••• I 1111 1261 •raa Printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10315 RIGHT-J WINDOW DATA Job #: 1732 File name: 1732. bld 11/16/98 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 1' 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 BR 4 a n ne a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 FAM a n nw a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 LAUNDRY BR 2 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 BR 3 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 M/BR a n sw a c n' n d y 1 90 1.0 1.0 1.0 5.0 49.0 32.0 4.0 M/BTH a n sw a c n n d y 1 90 1.0 1.0 1.0 4.0 49.0 10.0 1.6 BTH KICTHEN a n se a c n n d y 1 90 1.0 1.0 1.0 3.0 49.0 10.0 2.1 b n sw a c n n d y 1 90 1.0 1.0 1.0 7.0 49.0 54.0 4.9 DINING a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 23.0 2.9 J" bath 4., ii say Must have a minimum clearance of 4 inches around the air handier per the State Ann" eods. All duet has an r-8 Insulation value. Rating zo r Ui > z z o w 3 Q m t GJO7QlY 40 MiTeke February 17, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, Fl. 333314627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I3041476 thru I3041496. Total: 21 drawings. Job :DR] 732D cyc F / / % . G- Builder :D.R. HORTON G- 56 Location :BAKERS CROSSING, LOT County : SEM INOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. A 8' , February 17, 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 ANSI/TPI 1-1995 Sec.2. I' TRUSS INDEX OF JOB QR1732D Trusses Induded=21 0,'1DR1732D\a W 1 3041476 1,"\DR1732D\a1Are" 13041477 2,101R1732D\a11:tre" 13041478 3,"\DR1732D\a13Are" 13041479 4,"\DR1732D\916Are" 13041480 5,"\DR1732D\a17Are" 13041481 6,"\DR1732D\a19Are" 13041482 7,"\DR1732D\a2Are" 13041483 8,"\DR1732D\a7Are" 13041484 9,"\DR1732D\a9Are" 13041485 10,"\DR1732D\ag1are" 13041486 11,"\DR1732D\ag2Are" 13041487 12,"\DR1732D\bg.tre" 13041488 13,"\DR1732D\cg,tre" 13041489 14,'1DR1732D4Jre" 13041490 15,"\DR1732D\j2Are" 13041491 16,"\DR1732D\k.tre" 13041492 17,"\DR1732DMAre" 13041493 18,"\DR1732D\tntre" 13041494 19,'1DR1732D\s.tre" 13041495 20,"\DR1732D\s1.tre" 13041496 NO, 4.5161 =1k Ar y ;STATE 4 0 R t A WAMW#G - VerW dee(yn parameters amd R&W N=S ON THIS AND RSVZM= SM BEFORE VW- O" WO Design vald for use only with Musk conneetots. This design is based only upon poiametets shown, and is foi on Individual building component 10 be installed and loaded vetHcolty. Applicability of design porametets and propel Incoipctotlon of component b iesponslblly of building designer - not buss designet. BrocInq shown is lot lateral support of Individual web members only. Additional temporary bloating to Insure stabilityduring conduction Is the tesponelbplty of the ereeloi.;AddBbnal peimonent brbeing of the overall stfuetwe is the iesponsbOy of the building detlgnei,..Fot gonetal guidance tegoiding lobiloatlon, qualify ecniro6 storage, delt"iy, election and btocing, consul G57.88 Quality Standard, OSI.89 Bracing Sp"IfIcWbn, and HIS-91 Handling Installing Bracing Recommendation horn Truss Plate Instlute, 583 D'Onohio Dtive, Madison, W153719, toj kandovalabie Symbols PLATE LOCATION AND ORIENTATION 13I. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 4 %" 0 Qa"'*For 0 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mltek/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 4011, continuous lateral bracing. BEARING WnA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N Is! 0 MiTek° JfMRO.4/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 Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CI6, 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 puriins 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 after truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01993 M#ek Holdings, Inc. Job I ruse I ruse I ype ty y RHORTON 13041476 DR1732D A ROOF TRUSS 12 1 optional) LONGWOOD, F[,-MiTek Industries, Inc. 4.201 SR 1 s kug r e n ustrres, Inc. Fri Mar 22 14:15:26age I 0-p 7.1-3 13-6-10 20-0-0 + 26-5-6 32-10-13 40-0-0 41_O 0 1-0.0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1.3 1-0-0 Scale = 1:70. 5x6 = 5.00 rYT 5 5x6 5x6 4 6 2x4 2x4 3 7 2 6 96d1 3x6 = 14 13 12 1110 3x6 = 3x4 = 3x6 = US = 3x4 = 3x6 10-3-14 20.0-0 29-8-2 40-0-0 10-3-14 9-8-2 9.8-2 10-3-14 Plate Offsets K:0-4-2,0-1-81,[4:0-3-0,0-3-01,[6:0-3-0,0-3-01,Tg:0-4-2.0-1-sI LOADING (psf) SPACING 2.0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0,83 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.96 Vert(TL) -0.63 10-12 > 753 BCLL 0.0 Rep Stress incr NO WB 0.73 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSl95 1st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-7 oc purlins. BOT CHORD 2X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS2X4SYPNo.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS ( lb/size) 2 =1951 /0-8-0, 8 =1951 /0-8-0 Max Horz 2=2240oad case 4) Max Uplift 2=-984(Ioad case 4), 8=-9840oad case 51 FORCES ( Ib) - First Load Case Only TOP' CHORD 1-2=14, 2.3=-3712, 3-4=-3344, 4-5=-2353, 5-6--2353, 6-7=-3344, 7-8=-3712, 8-9-14 BOT CHORD 2-14-3394, 13-14-2825, 12-13=2825, 11-12=2825, 10-11 =2825, 8-10-3394 WEBS 3-14=-409, 4-14=535, 4-12--865, 5-12=1329, 6-12=-865, 6-10=535, 7.10=-409 NOTES ( 5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 ll 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 984 lb uplift at joint 2 and 984 lb uplift at joint 8. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 4 P10. 45161 aOr STATE of March 22,2002 AWAMNO - ver W ae.ta parwmtem and RawHams Odv TMAM RaMMW SW,tBBMM Elsa. .•... (D Design valid for use only with MRek connectors. lhk design Is based onto upon paiameteis shown, and Is lot an Individual building component to be Installed and loaded verticalty. ApptcabMty of design poiamsteis and proper Incorporation of component Is iesponsiblty of building dssigner - not tiuss designer. Siccing shown is for Iotsml support of Individual web rnembets only. Additional temporary brocing to Insure stabMty during conshuction Is the responsibility of the erector. Additional peimanent brbcing of the ovsrat shucture k the responslbMly of the building designer. rcr gis"ici guidance iegaiding tobrtcollon, quality contiot storage, dellveiy, erection and Wooing, consult QST-68 Quality Standard, DSO-89 Bracing Specification, and HI!-91 w jeer.® Handling ksstaltinq and bend booing Iteeommotlonavailablefrom Truss Plate Institute, $63 D'Onofiio Drive, Madison, W 153719. Vr"r R Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 ir 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of a truss and vertical web. 00 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 formal rotor to the AROUND THE TRUSS STARTING AT THE 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 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 Ite continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTeke TM PANEL CLIP FORNb18,019 e OR HYAQAIR0 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 r/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 installatign of trusses. O 1"3 Mitek Holdings, Inc. Job 1 russ truss type ty y 13041477 DR1732D Al ROOF TRUSS 1 1 optional) Fl—,MiTek Industries, Inc. s ug 20 Ras, Inc. Fro Mar age 13-3-12 0- 4-10-0 9-0-0 13-2-0 20-0-0 26-5-6 32-10-13 40-0-0 4 -0-0 1-0-0 4-10-0 4-2-0 4-2-0 0-1-12 6-8-4 6-5-6 6-5-6 7.1-3 TV f:n.a 5xe = 5.00 FTF 6 3x4 i- 5x6 5 7 5x8 y 4 2x4 2x4 = 8 3 p 2 8 I^ yt 15 10 bo-' 0 6x8 = o b6x1014131211x = 2.50 FrT 5x6 = Us = Us 3x4 = 6-11-0 13-2-0 20-0-0 30-7-7 40-0-0 r 6-11-0 6-3-0 6-10-0 10-7-7 9-4-9 Plate Offsets 1 , _ e, : - -[9:0-4-2,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.90 Vert(LL) 0.51 14 >926 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.94 Vert(TL) -0.89 11-13 >531 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.35 9 n/a BCDL 10.0 ' Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D *Except* TOP CHORD Sheathed. 6-7 2 X 4 SYP No.2D, 7-10 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-7-2 oc bracing. BOT CHORD 2 X, 4 SYP No.20 *Except* WEBS 1 Row at midpt 4-14, 5-13, 7-13 2-15 2 X 4 SYP NoAD WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2 = 223(load case 4) Max Uplift2=-983(load case 4), 9=-983(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-6791, 3-4=-6695, 4-5--3133, 5-6--2353, 6-7=-2353, 7-8=-3439, 8-9=-3734, 9.10=14 BOT CHORD 2-15-6270, 14-15=4382, 13-14=2879, 12-13-2814, 11-12=2814, 9-11 =3414 WEBS 3.15=43, 4-15=2970, 4-14=-1871, 5-14=481, 5-13=-921, 6.13=1322, 7-13=-851, 7-11 =612, 8-11=-383 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at,18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/AN$195 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 plumberDOLincreaseis1.33, 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. d•'Q'SlF1',Pw. 7. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 983 lb uplift at joint 2 and 'G` •.' 983 lb uplift at joint 9. z5 This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. N0.45isi7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. STATE (3FLOADCASE(S) Standard G,J •r VAfe March 22,2002 AIVARM WO - V#rUb dsaign paramrters and Rain NOTas ONTMS AM REVIIAM SIDE 88MM E=. nns*mosse Design valid for use only with Mllek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Inslolled and loaded vetfloolty. AppBGablRy of design parameters and proper Incoipomfbn of component IsiesponsibllBy of building designer - not trussdesigner. Broclnq shown is lot lateral support of Individual web members only. Additional temporary broeinq to Insure stablilty dullnq construction Isthe responsibility of the etoclot. Additional permanent bibcInq of the oveiall structure Isthe iesponslbBBy of the building designer. For general guidance regarding fobricatbn, quality conhol, stotage, dekveiy, erection and bracing, consull OST-88 Quality Standard, 050-69 Bracing speellbation, and HIB-91 Tek® Handling Installing Bracing Recommendation from Truss Plate Institute, W D'Onofib Drive, Madison, WI 53719, and available Symbols PLATELOCATION 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 formal refer to the Mitek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 0 Cr x U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N Is! 0 MiTeke LO HVMD-AIR AGeneral Safety Notes Failure to Follow Could Cause Properly 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 a joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, TM erection and installatiop of trusses. PANEL CLIP © I Mitek Holdings, Inc. Job I russ I russ I ype ty y 13041478 DR1732D All ROOF TRUSS 1 1 optional) ACCU- PAN-TI 1, LONGWOOD—,FL—, ViTek Industries, Inc. 4.201 SRI s Aug 70 7001 MiTekn ustdes, Inc. Fri Mar age 1r0-p 5-9.14 11.0-0 17-0-0 23-0-0 29-0-0 34-2_2 40-0-0 4_3-0-.0 1-0-0 6-9-14 5-2-2 6.0-0 6.0-0 6-0-0 5-2-2 5-9-14 1-0-0 Scale . 1:71. 6x6 = USSxe = 3x4 4 6 a 7 6.f)0 jiT 2x4 2x4 3 8 1 2 s to- d 3x8 15 14 13 12 11 3x8 4x6 = 3x4 = 34 = 3x8 = 3x8 = 11-0-0 20-0-0 29-0-0 40-0-0 11-0.0 9-0-0 9-0-0 11-0-0 Plate Offsets . . - e LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.64 11-13 >740 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2`X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2=X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 4-6-9 oc bracing: 9-11. REACTIONS (lb/size) 2 =1951 /0.8-0, 9 =1951 /0-8-0 Max Horz 2=-134(load case 51 Max Uplift 2--1082(load case 4), 9=-9301load case 31 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8--3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12.13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13-106, 6-13-106, 6-11 =-854, 7-11 =872, 8.11 =-368 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 21 This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 6.0 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 1082 lb uplift at joint 2 and 930 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard Flo.45161 S STATE W • f; % ZORI ray March 22,2002 1VARm a - %wW design pams wa v and READ Noma oN rms AND REVERSE SIDE f1EPORE USE. rrrr*® Design valid Mt use only with Mitek connectors. This design Is based only upon parameters shown, and k for an Individual bustling component to be Installed and loaded vertlagsy. Applicability of design parameters and proper Incorporation of component Is iesponsibWty of building designer - not truss designer. Bracing shown k nor lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bihclng of the overall structure k the responsibility of the bustling designer. For general guidance - regdrding fabrication, quality control, storage, delivery, erection and bracing, consul QST•68 Quality Standard, 036-89 Bracing Specification, and HIN-91 Handling Instasinp and Brooft Recommenda lonavasable from Truss Plate Institute, 583 D'Onohb Drive, Madison, WI53719. 1/n eik"" 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 formal refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N Indicates location of pints at which bearings (supports) occur. El MiTek0 CUP F ANEL TM FORM018,079-n.git.® HYDROMRO 4&Generai Safety dotes 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 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, 1"3 Mitek Holdings, Inc. ob russ I russ I ype ty y RHORTON 13041479 DR1732D A13 ROOF TRUSS 1 1 optional) F[-,M!Tek Industries, Inc. 4.201 SRI s j kug i e n ustnes, Inc. Fri Mar age 6-9-14 13-0.0 17-8-0 22-4-0 27.0-0 33-2.2 40-0-0 41-0-0 1-0-0 6-9.14 6-2-2 4-8-0 4-8.0 4-8-0 6-2-2 6-9-14 1-0-0 Scale - 1:71.3 6x6 = 3x4 = 3x4 = 6x6 = 4 5 6 7 5.00 i 3x4 t:; 3x4 3 S t 2 9 to - 0 US = 17 16 15 14 13 12 11 US = 2x4 II 3x6 = 3x4 = US - 2x4 II 3x8 = 3x6 = 6-9-1.4_ _ 1 _ 13-0-0 20-0-0 27.0-0 33-2-2 40-0-0 6-9-14 6-2-2 7-0-0 7-0-0 6-2-2 6-9-14 Plate Wsets i - - , - LOADING Ipsf) SPACING 2.0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) 0.35 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.52 14.16 >910 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/dell = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 -1951 /0-8-0, 9 = 1951/0-8-0 Max Horz 2=-154(load case 5) Max Uplift 2--1065(load case 4), 9=-896(load case 5) FORCES 11b) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3810, 3-4=-3144, 4-5=-2923, 5-6=-3291, 6.7s-2923, 7.8=-3144, 8-9=-3810. 9-10=14 BOT CHORD 2-17-3483, 16-17=3483, 15-16=3262, 14-15=3262, 13-14=3262, 12.13=3262, 11-12=3483, 9-11 =3483 WEBS 3-17=128, 3-16:=-640, 4-16-807, 5-16=-532, 5-14=75, 6-14=75, 6-12=-532, 7-12=807, 8-12--640, 8.11 =128 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the ggable 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 adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1065 lb uplift at joint 2 and 896 lb uplift at joint 9. R% tr, 13pi 5) This truss has been designed with ANSI/TPI 1-1995 fcriteria.j` 6) Truss Engineer. Junaidie Budiman, PE#r45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. .:'R SI % % 71 THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASES) Standard f ;NO. 4511 ri e STATE' OF Y loan C rra e March 22,2002 AWAJMNO - V*r fdesign pwalnstern a" RNM N=111 ON THIS AND R6VBRSa SIDE 66pORa EM. sale 0 Deslgn valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded veriloaity. ApplicabBlty of design patometeisand pioper incorporation of component Is responsibiRy of building designer • not truss M1designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction It the responsiblNty of the weatot. Additional permanent brackp of the overall shucture Is the lesponsbliity of the building designer. For genetol guidance regarding fabrication, quality conhot storage, delivery, erection and bracing, comuit OST-88 Qualify Standard, 038.89 Bracing Specification, and HIS-91 Handling Inefallinq orW 11raoMa RrW ecommeaWnavailable from Truss Plate Institute, 583 D'Onoblo Drive, Madison, WI $3719. ® Symbols Numbering System AGenerai Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property Ye,sec seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachCz other, o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i „ , ; , ; Q joint and embed fully. Avoid knots and wane plates I /a" from outside edge of O a _ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" fromCSC, 6o panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 16. Care should be exercised In handling, ANEIr TM CCIPPFORM] erection and installation of trusses. p 1993 Mi#ek Holdings, Inc. 8,019 Job I russ I russ I ype ty y 13041480 DR1732D A15 ROOF TRUSS 1 1 optional) ACCU-SPAWTFJ, MiTek Industries, Inc. 4.201 SR1 S Aug 20 2001 W Fek Ind-mMPS, Inc. Fri Mar 22 14:15:28age j-0-p 7-9-14 1 15-0-0 20-0-0 25-0-0 32-2-2 1 40-0-0 4a•0;0 1-00 7.9.14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 1-0-0 Scale m 1:71. 5x6 = 5 00rTT 3x4 = 5x6 = 4 6 6 5x6 5x8 3 7 2 8 e d1 d 3x8 = 13 12 it 10 3x8 2x4 II 5x8 = 5x8 = 2x4 It 7-9-14 15.0-0 25-0-0 32-2-2 40-0-0 7-9-14 7-2-2 10-0-0 7-2-2 7-9-14 Plate Offsets LOAbING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.65 11-12 >725 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 199 lb LUMBER BRACING TOP CHORD 2`X 4 SYP No.1D *Except* TOP CHORD Sheathed. 4-6 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 4-5-0 oc bracing. BOT CHORD 2<X 4 SYP No.2D WEBS 2 X'4 SYP No.3 REACTIONS (lb/size) 2 =1951 /0-8.0, 8 =1951 /0-8-0 Max Horz 2--174(load case 5) Max Uplift2=-1045(load case 4), 8=-925(load case 5) FORCES (ib) - First Load Case OnlyTOPCHORD1-2=14, 2-3=-3712, 3-4=-2926, 4-5=-2706, 5-6=-2706, 6-7=-2926, 7-8=-3712, 8-9=14 BOT CHORD 2-13=3399, 12-13=3395, 11-12=2849, 10-11 —3395, 8-10=3399 WEBS' ` 3-13=147, 3-12--767, 4-12=677, 5-12=-231, 5-11 =-231, 6-11 =677, 7-11 =-767, 7-10=147 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1045 lb uplift at joint 2 and 925 lb uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. p A6) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 1, 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.,,.....++•/ LOAD CASEIS Standard J. t NO, 45161 wo i STATE OF g,NeiRt,,kor L March 22,2002 A W,Amant • Vwft risoogn pw amatem and mltAD N07'Es (win A= =vRJR= wvx nWo! E v=. ssssair e Design valid lot use only with MITek connector*. This design is based only upon parameters drown, and k tot an Individual building component to be Inslosed and loaded veglaalry. AppiloobNlty of deign parameters and proper Incorporation of component is responsibility of building designer - not truss Eldesigner. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility at the eruct. Additional permanent Dtbcing of the ovetall structure is the tesponslbiltly of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consuit CST-8O Quality Standard, OSO.49 Bracing SpeeRlcation, and HIS-91 Handling Instaitlnp and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI U719. a e k" Symbols PLATE LOCATION AND ORIENTATION i'J. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. 0 Qa"'*For 4 x 2 orientation, locate 0 vplates1/8" from outside edge of otrussandverticalweb. F__ This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4. perpendicuk3r to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING nA Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MTeko PANEL TM CLIP FORM018,014 HMRO,WR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 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. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ff, 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. 4 1"3 Mi#ek Holdings, Inc. ion I russ I russ I ype ty y RHORTON 13041481 DR1732D A17 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. s i kug 20 2001 Mi Fek Industries, Inc. Fri Mar age I -O-p 6-1-3 1 11-6-10 1 17-0-0 1 23-0-0 1 28-5-6 1 33-10-13 40-0-0 1a-0-O 1-0-0 6-1-3 5-5-6 5-5-6 6-0-0 5-5-6 5-5-6 6-1-3 1.0-0 Scale - 1:71.4 5x6 = 5x8 = 5.00 FTY 5 6 3x4 S 3x4 4 7 5x8 9 5x6 3 8 e 1 1Qod2 3x8 = 16 15 14 13 12 11 3x8 3x4 = 3x6 = 3x8 - 30 - 3x6 - 3x4 - 8-9-14 17-0-0 23-0-0 1 31-2-2 40-0-0 8-9-14 8-2-2 6-0-0 8-2-2 8-9-14 Plate Offsets - : LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LU 0.29 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.51 11-13 > 921 BCLL 0.0. Rep Stress Incr YES WB 0.71 Horz(TL) 0.17 9 n/a BCDL 10.0 - Code SBC/ANS195 1 st LC LL Min I/deft = 360 Weight: 208 Ile LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11.15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-4 oc bracing. WEBS 2 X 4-;SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 =1951 /0-B-0, 9 =1951 /0-8-0 Max Horz 2=194(load case 4) Max Uplift2=-1023(load case 41, 9=-951(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3 = -3806, 3-4 = -3512, 4-5 = -2689, 5-6 = -2494, 6-7 = -2689, 7-8 = -3512, 8-9 = -3806, 9-10=14 BOT CHORD 2-16=3475, 15-16=3028, 14-15=3028, 13-14=2494, 12-13=3028, 11-12=3028, 9-11 =3475 WEBS '' 3-16=-316, 4-16=438, 4-14=-722, 5-14=613, 6-14=-0, 6-13=613, 7-13=-722, 7-11 =438, 8-11 =-316 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/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 1023 lb uplift at joint 2 and 951 Ile uplift at joint 9. p5) This truss has been designed with ANSI/TPI 1-1995 criteria. `16 O6) Truss Engineer: Junaidie-Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. .( 1.{r•r,./ u% 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. r4`. d. r w LOAD CASE(S) Standard l•'`• No. 4.5161 STATE OF Y L March 22,2002 A WARIVINO - VerW drsign pwunWers; and REAP NOTES ONTHIS ANDJtBMM 6 SIDE BEROR6 17M. arrawe Design valid lot use only with MRek connectors. This design Is based only upon parameter shown, and Is lot an Individual building component to be Installed and loaded vertloaky. AppkQblMy of design parameter and proper Incorpolatlon of component Is responsWity of building designer - not huss Eldesigner. Sracing shown Is lot lateral support of Individual web member only. Additional temporary bracing to Insure slabillty during condiuctlon Is the msponslblllty of the etecloi. Addltlonol petmanont btatcing of the ovetall slfuclufe Is the tesponalbltlty of the building designer. For general guidance regarding fabtloation, quality control, storoge, deNvery, erection and broclnq, consult QST-88 Quality Standard, OSS-89 Srocing SpecMlcatlon, and HIN-91 Handling Installing and 11weln r Recommendation available hom truss Plate Institute, 583 D'Onohlo Drive, Madison, Wl53719. Tek® Symbols PLATE LOCATION AND ORIENTATION Y/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 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 formal refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE 0 cc U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dim-ension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required Ite continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING nA Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 93M13-N, 910080-N MTeke PANEL TM CLIP FORM016,019 AfMRO,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each 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 puriins 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 Mtek Holdings, Inc. Job ruse Truss Type ty y 13041482 DR1732D A19 ROOF TRUSS 1 1 to tional) ACCU-SPAN-T, FL, MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiFekn ustnes, Inc. Fri Mar 22 14:15:29age 0-P 6-9-3 12-10-10 19-0-0 21-0-01 27-1-6 33-2.13 40-0-0 41-0 0 T_ 1-0.0 6-9-3 6.1-6 6-1-6 2-0-0 6-1.6 6-1-6 6-9-3 1-0-0 Scale . 1:71.3 a 6x6 = 5xe = 5 6 5.00 FM 3x4 G 3x4 4 7 5x8 . 54 a cc 3 9 2 9 t to — 0 Us = 15 14 13 12 11 3x8 = 5xe - 5xe c 3x4 = 3x4 3x6 = 9-9-14 19-0-0 21-0-0, 30-2-2 40-0-0 9-9-14 9-2-2 2-0-0 9-2-2 9-9-14 ate sets : - ; _ - • , LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.37 14-15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-15 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins.- BOT' CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2 —1951 /0-8.0, 9 -1951/0-8-0 Max Horz 2=214(load case 4) Max Uplift2 = -9991load case 41, 9=-975(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2.3--3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10-29 BOT CHORD 2-15=3523, 14.15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS ' 3-15--408, 4-15=560, 4-14--863, 5-14=667, 6-13=667, 7-13=-863, 7-11 -560, 8-11 =-408 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/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 999 lb uplift at joint 2 and 975 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Sudiman, PE;r45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. t t7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. , .e..ru/I, o "Y,, LOAD CASE(S) Standard 9 kNO, 45161 STAB OF OR March 22,2002 AwARARNO - Verffy desi" pamirraeten and READ NOTES ON TBIS AND REVERSE SIDE EEFORa I =. Design vald for use only with MITek connectors. This design is based only upon poiamstsa drown, and is tot an Individual building component to be Installed and loaded vertically. Applicability of design paiamstets and proper howporallon of component is responsfl>My of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure Nobility during construction is the responsibility of the ereolot, Addaional peimanent bilscing of the oveial structure is the responslblly of the building designer. For general guidance regarding fabrication, quality contiol, storage, delivery, erection and bracing, consue OST-88 GualMy Standard, OSI.89 tracing SpecRloation, and HIS-91 NUM. Handling tnstatfinq and Stating Recommendation available from Truss Plate InstituteDille. , $83D'Onoblo Madkon, MUM. ® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 0114- 134 *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 Is` J2 J3 J4 TOP CHORDS owner and all other interested pasties... C1 C 2. Cut members to bear tightly against each other. Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o oint and embed full Avoid knots and waneyatplates1/8" from outside edge of U CL joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 1 /4 length(+ 6" fromcez, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. For tabular plating formal refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODEAPPROVALS 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 BEARINGIndicates location of joints at which bearings (supports) occur. MiTeke FORM018, 019 I!'` EL TM ff CLIP IV HMPOWN 06. 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 defection. 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 purift 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 after truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. O 1993,Mitek Holdings, Inc. Job russ Truss Type ty y RHORTON 13041483 DR1732D A2 ROOF TRUSS 2 ii optional) MiTek Industries, Inc. 4.201 SRI s kug 20 2001 W Fek inciustries, Inc. Fri Mar age 0-p 7.2-5 13-9-0 1 20-0-0 21-6-9 27-5-6 33-4-13 40-0-0 44.0i0 1-0-0 7.2-8 6.6-8 6-3-0 1-6-0 5-11-6 5-11-6 6-7-3 1-0-0 Scale = 1:71. Sx6 = 5 3x4 II 5.00 rT2- 6 3x4 y 3x4 4 7 6x6 6x8IN 3 16 6x8 =is 8 8x G= 6x6 = 2 8 10- d 1 5x19 d2 3x6 ; 18 14 13 12 11 3x6 2.60 rTT 2x4 II 2x4 II 5x8 = 2x4 II 13-4.0 8.2-0 6-11-0 13.9-0 19-0-0 21-6-01 27-5-6 1 33-4.13 , 40-0-0 6.11-0 6-10-0 5-3-0 2-6-0 5-11-6 5-11-6 6-7-3 Plate Offsets : - , - - : : - ,(16:0-3-0,0-4-41, - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) 0.16 2-19 >999 M1120 ' 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.20 2-19 >999 SCLL 0.0 Rep Stresslncr YES WB 1.00 Horz(TL) 0.04 16 n/a COL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 237 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-14 oc purlins. BOT CHORD 2 X 4 SYP'No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. 15.17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 4-16 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 687/0-8-0, 16 = 2437/0-4-0, 9 = 821 /0-8-0 Max Horz 2 = 223(load case 4) Max Uplift 2=-415(load case 4, 16=-1061(load case 4). 9=-645(load case 5) Max Grav 2=693(load case 6), 16=2437(load case 1), 9=986(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1483, 3-4=29, 4-5=1883, 5-6=964, 6-7=882, 7-8=-487, 8-9=-1226, 9-10=29 BOT CHORD 2-19-1308, 18-19=-22, 16-17--122, 15-16=-1059, 13-15=102, 6-15=-104, 13.14=0, 12-13=3, 11-12 =1035, 9.11 -1040 WEBS 3-19--364, 5.16=-2080,'12-15=474, 7-15=-1114, 7-12=131, 8.12=-738, 8-11 =151, 5-15-574, 17-18-53, 4-17-428, 3-17=-1298, 17-19=1517, 4-16=-1548 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2 This truss has beendesignedfor the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead Toad 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 1 should verify capacity of bearing surface. ira p 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 lb uplift at joint 2, 1061 i l,,, e.. '*'f - lb uplift at 16 645 lb 9. / • jointandupliftatjoint #7 , 5) This truss has been designed with ANSI/TPI 1-1995 criteria. .• . '9i *. 6) Truss Engineer: Junaldie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. L No. 45161 LOAD CASEIS) Standard STATEOF w 4 P R 4 ,,r ,j March 22,2002 WMMNO - Verft des4n parameters and RVILD MOMS ONTMS AM Rb1V1SRSR:'SWZ 9lsF = USE. Design valid tot use only wtth Mifek oonneetom This design b based onty upon parameters shown, and is for an Indivlauei building component to be Installed and ioaded velticolly. Applicability of design parameters andproper Incotpotation of component is responslbOtty of building designer - not truss designer. Bracing shown 6 for lateral support of Individual web members only. AddRbnal temporary bracing to Insure stability during condiuction is the tesponsibillty of the etector. AddBional permanent brbcktg of the overall structure b the responslbSlly of the building designer. For general guidance regarding fabrication, quality conhol, storage, dekvety, erection and btacklg, consult CST-66 Quality Standard. DSb-89 bracing Specification, and HIS-91 NtiTek® HandlingInstattinaandbroaftRecommendattonavallablefromTrussPlateInstItute, 583 D'Onof io Drive, Madison, WI5371 V. Symbols PLATE LOCATION AND ORIENTATION 1'l. * 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/g" 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 Numbering System J2 J3 J4 TOP CHORDS 0 cc r U a 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N 0 MANG- El` MiTek° General Safety Mates Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(* 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 1go PANEL CLIP 1VDAMMM00 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. O IM M tek Holdings, Inc. Job russ Truss Type ty DR1732D A7 ROOF TRUSS 1 2 13041484 o tional) MiTek Industries, Inc. s Aug 20 2001 MiFekn ustr es, Inc. Fri Mar age 10-p 3-9-14 7-0-0 1 12-3-7 1 17-5-2 22-6-14 27-8-9 33-0-0 36-2-2 40.0-0 41-010 1- 0-0 3-9-14 3-2-2 5-3-7 5-1-11 5-1-11 5-1-11 6-3-7 3-2-2 3-9-14 1-0-0 scale = 1:71.3 907. 5 M1116 = 907.5 M1116 4xe = 7x8 = 4x8 = 2x4 II 5' 00 4 19 20 5 21 22 23 24 25 726 27 288 29 30 9 2x4 2x4 3 10 2 11 _ 3x8 s 18 31 32 1733 34 356 36 37 198 39 4014 41 42 13 3x8 = 3x4 = 5x6 = 3x8 = 2x4 II 6x10 = 3x4 = 7- 0-0 12-3-7 1 17-5-2 22-6-14 27-8-9 1 33-0-0 40-0.0 7- 0-0 5-3-7 5-1-11 5-1-11 5.1-11 5.3-7 7-0.0 Plate Offsets . - - , - ; , LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 1.22 15-16 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.99 Vert(TL) -1.01 15.16 >467 MII16 174/126 8CLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.30 11 n/a BCDL 10.0 Code "SBC/ANS195 Matrix) 1st LC LL Min I/dell = 360 Weight:. 440lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-6-4 oc purlins. 4- 6 2 X 6 SYP SS, 6-9 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. BOT CHORD 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2 = 397010-8-0, 11 = 3970/0-8-0 Max Horz 2=-92(lood case 5) Max Uplift 2=-3822('ioad case 4), 11 =-3710(load case 3) FORCES lib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8611, 3-4=-8850, 4-19=-12015, 19-20=-12016, 5-20=-12018, 5.21 =-13878, 21-22=-13878, 22-23=-13878, 6-23--13878, 6- 24=-13878, 24-25=-13878, 7-25=-13878, 7-26=-12060, 26-27=-12060, 27-28=-12060, 8-28=-12060, 8-29=-12063, 29-30=-12061, 9-30=-12059, 9-10--8844, 10-11 =-8612, 11-12=29 BOT CHORD 2.18 = 7724,;18.31 -8229, 31- 32 -- 8229, 17-32 = 8229, 17-33=12016, 33-34 =12016, 34-35= 12016, 16-35=12016, 16-36=13795, 36-37-13795, 15-37 =13795, 15-38-13795, 38-39=13795, 39-40=13795, 14-40=13795, 14-41 = 8221, 41-42 = 8221, 13-42 = 8221, 11-13 - 7726 WEBS 3.18=520, 4-18-589, 4.17=4324, 5.17--1875, 5- 16-2134, 6-16--852, 7-16=95, 7-15=201, 7-14=-1988, 8-14--911, 9-14=4384, 9-13=586, 10-13=508 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 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 adequate drainage to prevent water ponding. , :'i 1/+•. 4) All plates are M1120 plates unless otherwise Indicated. J .• i;, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3822 lb uplift at joint 2 and ." '• 3710 lbupliftatjoint11. 6) This truss has been designed with ANSI/TP1 1-1995 criteria. ifa ,,1 ! 7) 2-ply truss to be connected together with 10d Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 1 0.9.0 2 X 6 2 rows0-9-0 z row at oc, - at oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. STATE OF Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 0i March 22, 2002 A WAMNO - Vo ft deetgn paraaraftom and READ NOTES ON TMS AND REVERSE SIDE BEFORE t=. parr QC Design valid rot use only with Musk connectors. Thk design It based only upon pafametes shown, andIs lotan Individual building component to be Installedand loaded vertically. Applicability at design patamstets and pfoper Incotpoiatton of component k fesponshIlIty of building deslgnei - not lluss designer. litacing shown is lot kststal support of Individual web mefnbefs only. Additional temporary bfacing to insults stability duifng eonsliuctlon is the tesponsibiltly of the etectot, Additional psfmanent bfbcktg of the overall shuctute Is the fesponsibilty of the bulding designer, For genetal guidance fegoiding tabfk;atlon, quality conhol, storage, deW*iy, election and bracklg, consult OST- 06 Qualify Standard, OSS-09 Srocing Specification, and HI6.91 WWI` Handling Installing a3 and Ilrocing Recommendation available hom Truss Plate Institute, bD'Onohb Oil". Madison, WIM. U 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 MRek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE 0 Q O U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N El MiTek® PANEL T. CLJP FORM018,019 oawa-eunn. ® MMO-AINO 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, 'rf no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ob DR1732D russ A7 Truss Type ROOF TRUSS ty 1 2 13041484 Optional) M!Tek industries, Inc. 4.201 SRI s Aug 20 21 1 MiFakn ustnes, Inc. Fri Mar age NOTES (9) 8) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b down and 305.11b up at 7-0-0, 159.51b down and 305.11b up at 9.0-12, 159.51b down and 305.11b up at 11-0-12, 159.51b down and 305.11b up at 13-0-12, 159,51b down and 305.11b up at 15-0-12, 159.51b down and 305.11b up,pt 17-0-12, 159.51b down and 305,11b up at 19.0-12, 159.51b down and 305.1lb up at 20-11.4, 159.51b down and 305.11b up at 22-11-4, 159.51b down and 305.11b up at 24-11-4, 159.51b down and 305.11b up at 26.11-4, 159.51b down and 305.11b up at 28-114, and 159.51b down and 305.11b up at 30-11-4, and 159.51b down and 306.1lb up at 33.0-0 on top chord, and 625.1lb down and 577.61b up at 7-0-0, 46.01b down at 9.0.12, 46.O1b down at 11.0-12, 46.01b down, at 13-0-12, 46.01b down at 15-0-12, 46,01b down at 17-0-12, 46.01b down at 19-0-12, 46.0Ib down at 20-11-4, 46.0Ib down at 22-11-4, 46.01b down at 24-11-4, 46.01b down at 26-11-4, 46,01b down at 28-11-4, and 46.01b down at 30-11-4, and 625.1lb down and 577.61b up at 32-11-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 9) Truss Engineer: Junaidie Budiman, PE045161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FOC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumbar Increase =1 33, Plate Increase =1.33 Uniform Loads(plf) Vert: 1-4--74.0, 4-9=-74.0, 9-12=-74.0, 2-11 =-20.0 Concentrated Loads (lb) Vert: 4-159.5 9=-159.5 18=-625.1 13=-625.1 19=-159.5 20=-159,5 21=-159.5 22--159.5 23=-159.5 24=-159.5 25=-159.5 26--159.5 27=-159.5 28--159.5 29=-159.5 30=-159.5 31=-46.0 32=-46.0 33=-46,0 34=-46.0 35--46.0 36=-46.0 37=-46.0 38=-46.0 39--48.0 40=-46.0 41 =-46,0 42=-46.0 jSIFIdqj 1`40.45161 R44'' March 22,2002 AWARMING - VerW designparameters and BEAD X0M8 ONTHIS Alm REVERSE SIDE BEMM USE. •••• Deslon valid for use only with MITek connectors. This design is based only upon parameters drown, and is lot an Individual building component to be installed and boded vertically. Applicability of dsslgn parameters and proper Incorporation of component b responsibility of bukding designer - not truss designer. Bracing shown is far lateral support of Individual web members only. Additional tempo,ary bracing to knuie stabllly during construction isthe responsibility of the wootot. Additional permanent brbrckng of the overal structure is the responsibility, of the building designer. For general guidance regarding fabrication, quality conhol, storage, delivery, erection and biockng, consult OST-68 Quality Standard, 038.89 Bracing specification. and HI11.91 Handling InsfallirM and Bfaclng Recornmendatlon ovalloble from Truss Plate Institute, $83 D'Onohb Drlve, Madison, Wl $3719. Vn Symbols PLATE LOCATION AND ORIENTATION 134 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. y," 0 a"4* For 0 4 x 2 orientation, locate 1: plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 1 e ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N mi! MITek" L&L"® NYDRD, WR PANEl TM CLtP 4&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 food 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 Iruss truss type ty y 13041485 DR1732D A9 ROOF TRUSS 1 1 Optional) LQNlJJWQQD, FU'MiTek Industries, Inc. 4.201 SR 1 s i kug 20 2001 MV Fekn ustnas, Inc. Fri Mar 22 4:15:32age 0-p 4-9-14 9.0.0 14.6-0 20-0-0 26.6-0 1 31-0-0 1 35-2-2 40-0.0 44-0-,0 1-0-0 4-9-14 4-2-2 5-6-0 5-6-0 5-6-0 5-6-0 4-2-2 4-9-14 1-0-0 Scale - 1:71. 5x6 - 5x6 = 3x4 = Sx8 = 3x4 - 5.00 FIT 4 5 6 7 8 2x4 2x4 3 9 2 10 3x8 = 17 16 15 14 13 12 3x8 3x8 = 4x6 - 3x4 - 3x4 = 4x6 = 3x8 = 9-0-0 16-4-0 23-8.0 1 31-0.0 1 40.0-0 9-0-0 7-4-0 7-4-0 7-4-0 9-0-0 Plate Offsets : ,-- , ;=- e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL - 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.62 15 >907 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-4-15 oc purlins. SOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5.17, 7-12 REACTIONS (lb/size) 2 -1951 /0.8-0, 10 =1951 /0-8-0 Max Harz 2-114(load case 4) Max Uplift 2=-1096(load case4), 10=-963(load case 31 FORCES ( Ib) - First Load Case Only TOP CHORD 1-2-14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9- 10=-3855, 10 11 -14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14-4389, 12-13-4389, 10-12=3507 WEBS 3-17=-237, 4-17-1007, 5-17--1300, 5-15=387, 6.15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8- 12 =1007,9-12 - -237 NOTES ( 6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mphwindsat 18 ft above ground level, using 5.0 psf top chorddeadloadand5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1096 lb uplift at joint 2 and 963 lb uplift at joint 10, 5) This truss has been designed with ANSI/TPI 1.1996 criteria, pp 6) TrussEngineer: Junaidie Budiman, PE#t45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. rM 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOADCASE(S) Standard,lF/Q, q•. pNo. 45161 WAMNO • Verft do*gn parantietare and READ NOTES ON TAU AND IWVZMW SMZ BNFOR6 VW. swarwa Deslgn valid for use only wRh Welt connectors. This deign Is based only upon poiametets shown, and Is tot an Individual building component to be Installed and boded vertically. Applicability of deslgn parameters and piopet Incorporation of component Is msponslbOy of buNding designer - not buss deslgnet. BracingshownIslotkltmalsuppodofIndNtemporaryWRdualwebmembersonly. AddBlonal acing to Insure stability during condiuction Is the tesponsibliity at the erector. Addtllonal pamanont btatclrlg of the overall shucture Is the tesponsibIlly of the bulldinq deslner. For general guidance tegoiding fabtication, quality control, storage, dellvery, vectlon and Wocing, consull 051418 Quality Standard, 039-59 Sroaing Specification, and 113.91 ® HandUna InstaBina and Sraeft Recommendation avoNable from Truss Plate Institute, $83 D'Onohb Dttve. Madison, WI0719. i Symbols PLATE LOCATION AND ORIENTATION 13A *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ Ye' 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. INN-411 The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING lieIndicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018.019 Numbering System J2 J3 J4 TOP CHORDS 0 ir v a 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR Q GAAM-MAIL. 0 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N NliTek AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CUP HYAPRO- MR0 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 puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 'rf no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1 M Mitek Holdings, Inc. Job I ruse I ruse I ype ty y 13041486 DR1732D AG1 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SRI s i kug t e n ustnes, Inc. Fri Mar age j-0-p 6-11-0 20-0-0 21-6-9 27-5-6 33.4-13 40-0-0 4--op1 1-0=0 6-11-0 13-1-0 1-6-0 5-11-6 5-11.6 6-7-3 1.0-0 w Scale - 1:71. bxa 5 3x4 it 6.00 FfT 6 4x6 4 3x4 a 7 5x6 3 II 5x6 Ck 3 16 a x12 = fix10 8x8 = 3 II 2 19 9 10- d1 5x8 = a 3x6 = 18 14 13 12 11 3x6 = 2.50 (-iT- 5x8 = 13.8.0 6-11-0 13.8-0 18-10-0 21-6-0 1 27-5-6 33-4.13 40-0-01 6-11-0 6.9-0 5-2-0 2-8-0 5-11-6 5-11-6 6-7-3 Plate Offsets (X,Y):13:0-3-0.0-3-01,[5:0-2-0,0-0-81,[8:0-3-0.0-3-01,[12:0-4-0,0-3-0l,-Tl5:0-3-12,0-4-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL1 0.14 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL -0.17 2-19 >934 BOLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.07 18 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/dell = 360 Weight: 307 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-5 oc purlins. SOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15.17 2 X 6'SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 685/0-8-0, 18 = 500/0-8-0, 16=1809/0.8-0, 9 = 951 /0-8-0 Max Harz 2=223(load case 4) Max Uplift2=-413(load case 4), 18=-427(load case 4), 16=-739(load case 5), 9=-630(load case 5) Max Grav 2=694(load case 6), 18=768(load case 6). 16=18090oad case 1), 9=957(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 12=24, 2.3=-1472, 3-4=353, 4-5=987, 5-6=96, 6-7=-141, 7-8=-813, 8-9=-1544, 9-10=29 BOT CHORD 2-19-1299, 18-19=-11, 17.18=-439, 4-17=-171, 16-17=-325, 15-16=-380, 13.15-104, 6-15=-127, 13-14=0, 12-13=9, 11-12-1325, 9-11 =1330 WEBS 3.19=-240, 17.19-1427, 3-17=-1559, 4.16=-512, 5-16=-1571, 5.15=826, 12-15=862, 7-15=-622, 7-12=-127, 8-12=-726, B-11 =150 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chard 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 8 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 A3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek !` 84JStandardGableEndDetail"\'\"Y ..+ 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. *j ,+ lop* G' +S6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. l 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint 2, 427 lb 7k •' rip, q5 iupliftatjoint18, 739 lb uplift at joint 16 and 630 lb uplift at joint 9. 8 This truss has been designed with ANSI/TPI 1-1995 criteria. C1 9) Truss Engineer: Junaidie Sudiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. + STATE10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. At LOAD CASE(S) Standard~ ` NAL March 22,2002 Q IVARNt o - Yerl&datfpn parameters and READ NOTES ON TR'm8AND REVERSE s= BEFORE vw- Idea Design valid for use only with Mask connectors. this design is based only upon patometsrs shown, and Is for an Individual building Component to be Installed and loaded vertically. AppiloabNlty of design parameters and proper Incorporation of component Ismirponslbilty of bulding designer - not trussdesigner. Bracing shown Is lot lateral suppod of individual web members only. Additional teIs, bracingtoInsurestabilityduringconstructionthe responsibility of the erecto(: Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding tobrlaation, quality control. storage, detvery, erection and bracing, consul OST-68 Dually Standard, DSI-89 Irocing Spec16catlan, and HIS-91 Handling Installlna and Iwolno RecommendationavaAable from Truss Plots Institute. 893 D'Onotrb 00m, Madison, W153719. NNTek® 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. fi„ 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 rotor to the MiTek/Gang-Nail Joint/Plate Placement Chart. 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 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA 1CB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTek° PANEL TM CLIP MRO,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 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. ob ruse I ruse I ype ty y 13041487 DR1732D AG2 ROOF TRUSS 1 1 optional) LONGWOOD, FL, MiTakIndustries, Inc. 4.201 5KI s jkug zo zool m-rek inimatries, Inc. Fri Mar 22 14:15:35 2002 Page 1 0 0, 6-11-0 15-10-3 20.6-0 a 1-6Q 1-0-0 6-11-0 8-11-3 4-7-13 1-0-0 s SCOW m 1:40.0 Us II 8 3x4 I I 5 7 8 8x8 = 2x4 II 3x4 c 4z8 G Us G 2x4 4 I) 5•00 (iT 2x4 II 3 x 11 x II Ch 2 2x4 II 125x8 = 2x4 II 2x4 IId1 2x4 II 3x4 2.50 FTT 2x4 11 6-11-0 13-8-0 18-10-0 20-6-0 , 6-11-0 6-9-0 5-2-0 1-8-0 Plate sets - - LOADING (psi) SPACING 2-0.0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.13 2-12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.16 2-12 >986 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.07 11 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min 1/defl = 360 Weight: 128 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-10 2 X 6 SYP No.2ND WEBS 1 Row at midpt 1012, 4-10 WEBS 2 X'4 SYP No,3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 707/0-8-0, 11= 912/0-8-0, 9 — 458/0-8-0 Max Horz 2=408(load case 4) Max Uplift2=-353(load case 4), 11=-575(load case 4), 9=-331(load case 5) Max Grav 2=707(load case 1), 11=912(load case 1), 9=470(lo8d case 7) FORCES :0b) - First Load Case Only TOPCHORD 1-2-24, 2-3=•1568, 3.4=-1392, 4-5=40, 5-6=252, 6-7=277, 7-8=33 SOT CHORD 2-12=1388, 11-12=-10, 10-11 =-850, 5-10=-241, 9-10=81, 7-9=-205 WEBS 4-12=-265, 10-12-1510, 4.10=-1337, 6-10--372, 6-9=-327 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed forthe wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL'increase is:1,33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see M(Tek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 17 5) Bearing at joints) 2, 11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer ..+.Mrfshouldverifycapacityofbearingsurface. FI 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 2, 575 Ib uplift at joint 11 and 331 lb uplift at joint 9. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. . Z 8) Truss Engineer: Junaidie 8udiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. NO, 451619) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. STATE OF00LOADCASEIS) Standard +,+ 71 O R iQ * March 22,2002 Wwttl NO - V*ft desdpvs par ametere cad Rd9++lit) NOTXB ON17116 Ann R1l:VZRRSa smla BEFORE use. t ewr® Design valid tot use only with MITek connectors. This design is based only upon paiameten shown, and % tot an Individual building component to be installed and loaded vetticolly. Applicability of design poiamftets and piopei Incotpotatlon of component is responslblNty of building designer - not flues Eldesigner. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability duiing conshuctlon is the tesponslbility of the elector. Additional permanent btbtcinq of the overall shuctum is the iesponslblMty of the building design. rot general guidance regarding fobtication, quality control. storage, delivery. election and bracing, consult OST-88 Quality Standard, osu-89 Bracing Specification. and HIN-91 Handling mslalllna and 8taaktg Recommendation ovallobletrom Truss Plate institute, 663 D'Onohb Dt1ve, Madison, Wl63719, N'Tek" Symbols PLATE LOCATION AND ORIENTATION 13A * 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 r/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal 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 4e continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM18,074 0 O U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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, 93M13-N, 910080-N IM! MiTeke PANEL 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 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. 16. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I russ truss type ty y OR HORTON 13041488 DR1732D BG ROOF TRUSS 1 1 optional) SPAN -TA,, MiTek Industries, Inc. s kug 20 1 eK Industries, Inc. Fri Mar age 1-0-0, 5-8-6 10-9-0 15-9-10 21-6-0 22-6-0, 1-0-0 5-8-6 5-0-10 5.0-10 5-8-6 1-0-0 Scale = 1:39.4 4x6 J 4 2x4 II 2x4 II 5.00 FfY- 2x4 II 2x4 11 3x4 3x4 2x4 113 5 2x4 11 2x4 11 0 2x4 11 x II x II 0 2 rl rl nII 6 1 7 3x6 - 31 32 33 10 34 35 369 37 38 8 39 40 41 3x8 — 2x4 II 2x4 11 2x4 II 2x4 11 2x4 II 3x8 = 2x4 II 2x4 11 7x8 = 2x4 11 2x4 II 5-8-6 10-9-0 15-9-10 21-6-0 5-8-6 5-0-10 5-0-10 5-8-6 Plate Offsets , . - , - - , : - - , - - LOADING (psf) SPACING 2.0-0 CSI DEFL in hoc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 VertILL) 0.11 9-10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0,60 Vert(TL) -0.17 8-9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0,05 6 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 139 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-8 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. WEBS 2`X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1469/0-8-0, 6=1418/0-2-0 (input: 0-1-8) Max Harz 2=133(load case 4) Max Uplift2=-821(load case 4), 6=-666(load case 3) FORCES 0b) - First Load Case Only TOP CHORD 1-2=34, 2-3=-2700, 3-4=-1875, 4-5=-1875, 5-6=-2769, 6-7=33 BOT CHORD 2-31 = 2407, 31-32 = 2407, 32-33 = 2407, 10-33 = 2407, 10-34 = 2407, 34-35 = 2407, 35-36 = 2407, 9-36 = 2407, 9-37 = 2488, 37-38 = 2488, 8.38 = 2488, 8-39 = 2488, 39-40 = 2488, 40-41 = 2488, 6-41 = 2488 WEBS 3-10 = 302, 3-9 = -817, 4-9 =1010, 5-9 = -906, 5-8 = 312 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2 This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. E7 5) WARNING: Required bearing size at joint(s) 6 greater than input bearing size. +•••••••+• • / 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 821 lb uplift at joint 2 and QI L;4`•• 7 t 666 lb uplift at joint 6. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. •' ' 8 Special hanger(s) or connection(s) required to support concentrated load(s) 59.01b down and 28.81b up at 2-0-0, 66.61b * ; down and 46.51b up at 2.4-15, 66.61b down and 46.51b up at 4-4-15, 66.61b down and 46.51b up at 6-4-15, 66.61b ; NO, 45161downand46.51b up at 8-4-15, 66.61b down and 46.51b up at 10-4-15, 66.61b down and 46.51b up at 12-4-15, 66.61b down and 46.51b up at 14-4-15, 66.61b down and 46.51b up at 16-4-15, and 66.61b down and 46.51b up at 18-4-15, + and 59 Olb down and 28 81b up at 19-6-0 on bottom chord. Design for unspecified connection(s) is delegated to the Sj STATE OF e building designer. 9) Truss Engineer: Junaidie Budiman, PE1f45161. Address: 16472 Segovia Crr. N., Pembroke Pines, FL 33331.' 4 d 0 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASEIS) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 March 22,2002 AWMMNG - Vorft design paiwnwrters and ReAD NO =S ON Tars AND R6 VERM sme RXMAa use. QD Design vald for use only with MRek connectois. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded veHloolly. AppBcabMy of design poiameten and proper Incorporation of component Is responsbiity of building designer - not truss designei. Bracing shown Is for loWal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bt1sckng of the ovetat shuctute Is the responsibility of the building dedgnet. For general guidance regarding fabrication, quality contial, storage, d0very, erection and bracing, consull CST-88 Quality Standard, 031.89 Bracing Specification. and HIB•91 Handling Installing and Bracing Becommendaflon available from Truss Plate Institute, 583 D'Onoftlo Oil". Madison, WI53719. NNTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13A * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 11 2. Cut members to bear tightly against eachc2Q other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i - , ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c O a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP 4 length(+ 6" fromceC, at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 V J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional 1 MiTek engineer. 15. Care should be exercised in handling, installation PANEL TM CLIP erection and of trusses, 01 M Mitek Holdings, Inc. FORM018,019 HMRO,AZR® ob russ I ruse I ype ty y 13041488 DR1732D BG ROOF TRUSS 1 1 o tional) t o Industries, Inc. 4.201 SR1 s AU9 20 2001 MiFakn ustries, Inc. Fro Mar age LOAD CASEIS Standard Uniform Loads (plf) Vert: 1.4--74.0, 4-7=-74.0, 2-6=-20.0 Concentrated Loads (lb) Vert: 31 =-59.0 32=-66.6 33=-66.6 34=-66.6 35--66.6 36a-66.6 37=-66.6 38=-66.6 39=-66.6 40--66.6 41 =-59.0 pit a J j1. No.45161 • k Y yy 1ATEOF • March 22,2002 AWAWHNt3 • Vor ft deefprs parameters and READ NOTLS ON TWO AND RbV=W SIDE 61 MAIC USa. sssnanns® Design vaNd lot use only with MITek connectors. this design Is based only upon poiameters shown, and Is tot an Individual building component to be Installed and boded venboty. Applicability of design parameters and propel Incofpolatlon of component Is iesponslbRfy of building designer - not hues designer. Sroclng shown Is lot lateral support of Mlvldual web members only. Additional temporary bracing to Insure liability duiing condruction Is the Iesponsib0ity of the erector. Additional peimonlnt bibcing of the ovetag stiuctute Is the tesponslbility of the building deslgner..Foi genetal guidance. regarding fabrication, quality contial, storage, delivery, erection and bracing, consull CST•SI Quality Standard, OSI•89 gracing SpecMcatlon, and NIA-91 w .j® Handling Installing and =radur cingRecommendationavailableoTrussPlate Institute, 593 D'Onohio Drive, Madison, WI5371 V. K/n Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. *Center plate on joint unless Wmage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1 1/8 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 14 a Q 2. Cut members to bear tightly against each other,. O Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i Q joint and embed fully. Avoid knots and wane plates from outside edge of v d y o at joint locations, dtrussand vertical web. d 4. Unless otherwise noted, locate chord splicesj/ 4cec p at panel length(+ 6"from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 V JS lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating formal 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 nA Indicates location of joints at which bearings (supports) occur. FORWI5,619 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 e M Tek® Zo IlYDRQ A® 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, ff no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, rM erection and installation of trusses. PANEL CHIP O 1993 Mitek Holdings, Inc. o ruse Iruse I ype ty y 13041489 DR1732D CG ROOF TRUSS 1 1 optional) FE- MiTek Industries, Inc. 4.201 SRI s kug 20 2001 Mi Fek Industries, Inc. Fri Mar age 1-0-0 6-11-0 13-10-0 14-10-0, 1-0-0 6-11-0 6-11-0 1-0-0 Scale a 1:27.1 4x6 = 3 2x4 II 2x4 11 5.00 FIT 6 2 2x4 11 5x6 = 2x4 11 4 Cw 5 2.50 FiT 3x4 s 3x4 6-11-0 13-10-0 6-11-0 6-11-0 Plate Offsets , : - , - , - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.07 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.13 2-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.07 4 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 52 Ile LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 722/0-8-0, 4 = 722/0-8-0 Max Harz 2=-90(load case 5) Max Uplift 2 =-391 (load case 4), 4 =-391 (load case 5) FORCES (Ib) - First Load Case Only TOPCHORD 1-2=12, 2-3=-1389, 3-4=-1389, 4-5=12 BOT CHORD 2-6 =1293, 4-6 =1293 WEBS 3-6=659 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) 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. 51 Bearing at joints) 2, 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. bI f 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 2 and 13 a,kr, 391 lb uplift at joint 4.i` kF Rw.• 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N.,-Pembroke Pines, FL 33331. 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. J t ,kNo. 45161 = LOAD CASE(S) Standard s STATE tiF L wAmNo - vert& deefyn parometere and REAL Horan om Tan arm xxvxim suns N7ir"Ps tree. annes.e Design valid for use only with MiTek connectors. this design Is based only upon parameters shown, and I tot an Individual building component to be Installed and loaded vertically. AppBcabMy of design parameters and proper Inmpoiallon of component I fecponslblilly of building designer - not truss Eldesigner. Bracing shown I tot lateral support of Individual web members only. AddRbnal temporary bracing to Insure slobSity duiing construction I the responsibility of the erector. AddRlonal permanent bracing of the overall structure I the responslbBBy of the building designer. For general guidance. regarding fabilcation, quality contiol, storage, delivery, -erection and bracing, consull OST-88 OualRy Standard, 051-89 $roe" Speclfbatlon, and HIB-91 WOW' Handling Installlna and Bracing Recommendfr Recommendationavailablehorntruss Plate Instifute, 583 D'Onoftlo Drive, Madison, WI53719. W/n Symbols PLATE LOCATION AND ORIENTATION 13A *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, O Q For 4 x 2 orientation, locate 0 X plates 1/8" from outside edge of atrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating formal 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 nA Indicates location of joints at which bearings (supports) occur. FORM016,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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 El MiTek° General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at'/4 panel length(* 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL MMRO,A/R CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I ruse I ruse I ype ty y 13041490 DR1732D J ROOF TRUSS 14 1 optional) MiTek industries, Inc. 4.201 SRI s i kug 20 nes, Inc. Fri Mar age 1-0-0 7-0-0 1-0-0 7-0-0 e Scale @ 1: f 6.7 5.00 (T2- 2 4 2X4 - 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.24 1-2 >69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) list LC LL Min I/dell = 360 Weight: 23lb LUMBER BRACINGTOPCHORD2X4`SYP No.2D TOP CHORD Sheathed or 6-0.0 0c purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Horz 2 = 221(load case 5) Max Uplift3=-250fload case 5), 2=-168(load case 4) FORCES (lb) - First Load Case OnlyTOPCHORD1-2=29, 2.3-75 BOT' CHORD 2-4-0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 6.0 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 250 lb uplift at joint 3 and 168 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASES) Standard 0ulll 1kND. 45161 i STA dF March 22,2002 AWARMNO - VerW deOgn pasumeters and M&W NOTEd9 0111 THIS ARID MVZRSS SM Bff"RB USN. esr Design valid for use only with MITek swnneclors. This design k based only upon parometea drown, and k for an IndMdual building component to be Installed and loaded vertically. Applicability of design parameters and proper Inoorpouatlon of °component k responslbNBy of building designer - not huss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during condiucllon it the retponslblilty of the erector. Additional permanent brbClnq *1 the overall structure It the responsibility of the building designer. For general guidance regarding tobrloation, quaAty conhol, ttoiage, delivery, erection and bracing, consult CST-IB Quality Standard, OSI-I9 Irooing Speeftatlon, and HII.91 + Handling Indalling and Bracing RecommwWaflonavailable from Truss friate Institute, $83 D'Onohlo Drlve, Madison, WI63719. •(ri Symbols PLATE LOCATION AND ORIENTATION t 3/4 * 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 Z plates I& from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MQek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N A&General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane i at joint locations. a 4, Unless otherwise noted, locate chord splices o at'/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. 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. Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional Tekengineer. 15. Care should be exercised in handling, erection and installation of trussps. PANEL, CUP TM © IM Mitek Holdings, Inc. HYDRO - AIR Job russ I ruse I ype ty y RHORTON 13041491 DR1732D J2 MONO TRUSS 9 1 optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SRI s ug # e n ustnes, Inc. Fri Mar : age 1.0-0 2-0-0 1-0-0 2-0-0 2x4 n Scale = 1:7. 3 5.00 ITT 2 X 2x4 = t 4 2x4 it 2-0-0 r 2.0-0 ate Offsets12:0-1-8,0-1-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) 0.00 1 >999 8CLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft - 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-0-0 oc puffins, 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=166/0-1-8, 4=87/0-1-8 Max Horz 2=90(load case 4) Max Uplift2--108(load case 4), 4=-61(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2-14, 2.3=-0, 3.4--68 BOT CHORD 2-4-0 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. 1f 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 108 lb uplift at joint 2 and 61 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPl 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. J7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. % IS 183t,T e•.r"•yM LOAD CASEIS) Standard No.45161 STATE OF , jVA1. March 22,2002 QWARMO-17er•ft desdyet panameter, and R&W worse ON 7J7s AND Rstrsxss sins BEFORE t7f M wwsseeve Deslgn valid tow use any with MRek connectors, ink design k based only upon parameters shown, and Is for an IndNklual building component to be Installed and boded vellbaNtc y. Appeb*ty of design parameter and proper Incorporation of component k retponslbillty of building designer - not truss Isdesigner, Sracingshownforlateralsupportofkidtvlduaiwebmemberonly. Add8lonal temporary bracing to Insure dabSRy duringk constructionthe responslbAlty of the erector. Adddlonal permanent bracing of the overall structure Is the respcnsiblUty of the bullding designer. For genetal guidance regarding fabrloatbn, quality control, stotage, detvery. *#action and bracing, oonsull OST•88 Guolty Standard, OSS-89 tracing Speclfloafk^ and Hlt-91 Handling Installing and Ilmalrtg RecammendollonavaAabia from Truss Plate Institute. 583 D'Onoeb Drlve, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT, PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. Nii MITeko TM PANEL CUPFORM018, 010 a,anKs-wuL HYMO Wa0 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. Job Iruss I runs I ype ty y 13041492 DR1732D K ROOF TRUSS 4 1 o tional) ACCUITARTI, CONGWOOD, FE, MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTekn ustnes, Inc. Fri Mar 22 14:15:40age 1.0.0 5-0-0 1-0-0 5-0-0 3 Scale a 1:13. 5.00 IT£ 2 1 4 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) 0.08 1-2 >210 BCLL 0.0 Rep Stresslncr YES WB 0.00 Horz(TL) -0.00 3 Ma BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=155/Mechanical, 2=335/0-8-0, 4=46/Mechanical Max Horz 2 =161(load case 5) Max Uplift3=-174(load case 5), 2=-1520oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 50 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 174 lb uplift at joint 3 and 152 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161, Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard NO, 45161 s STAB of NO ri R i ,-t ' March 22,2002 WA>RJInrM - verfy afeetyn pamn etom curd MMMaras ONTiXiv s AM i1taT ZMX SM 8XIMOM t18a. •••• Design valid for use only with MlTak connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. ApplicablIlty of design parameters and proper Incorporation of component is tesponslbillly of building designer - not trussdesigner. Bracing shown for lateral support of Individual web members only. Additional Insure stabilitytemporarybracingtoInsustabilityduring condtuctlon is the Isiesponslblpty of the ereotot Additional permanent briscing of the overall structure is the responsibility of the building designer, For general guidance tegoiding fabrication, quail y control, storage, delivery, election and bracing, consull CST-aa Quality Standard, DSI-89 SFacing SpeclReatlon, and HIS-91 IVNTek® HandlingInstallinaandSroclntlReoommendalionavailablefromTrussPlateInstitute, $93 D'Onotrb Delve. Madison, WI53719. 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 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 nA Indicates location of joints at which bearings (supports) occur. FORM018,019 0 Q 0 U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DiLHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N j,Generai Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at 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 MiIItt l' Tek® engineer, 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CUP KYDRQ,A/R Job russ truss I ype ty y 13041493 DR1732D L ROOF TRUSS 4 1 optional) LONGWOOD, FL, MiTak Industries, Inc. 4.201 bK1 s kUg ZU Z001 Mir Fek Industrras, Inc. Fri Mar 22 14:15:41age 1-0-0 3.0-0 1-0-0 3-0-0 3 Scale a 1:8. 5.00 jT2- 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 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical Max'Horz 2 =101(load case 5) Max Uplift 3=-97(Ioad case 5), 2=-144(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2-29, 2.3=-54 BOT CHORD 2.4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 97 lb uplift at joint 3 and 144 lb uplift at joint 2 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5 Truss Engineer: Juneidie Budiman, PE#t45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASEIS) Standard pp ciF'q hs• J akNo. 45161 fnle March 22,2002 Q WARNM - Yer* deatyrs pamsrsaterar wW R&W mortis ON IN= ADD MYZR= SM BEFORN UM. •.•..a+ Design vaAd for use only with MRsk connectors, This design Is based only upon parametets drown, and Is for an Individual building component to be installed and Waded venicolly. AppkabMy of design porameters and proper hooipoiation of component Is iesponsibiUty of building d*slgnet - not trussdesigner. Bracing shown k tot ksteraf support at Indtvklual web members only. Additional temporary bracing to Insure stabgdr ltyduringconuctlonit the tesponsibillty of the oteoloc AddBbnal permanent bracing of the overall shuctuie It the responslbBRy of the buhding designer. For genmai guidance Imo® regardingtabiiCatbn, quotty control, storage, d*Weiy, erection and bracing, conrue OST-88 Quality Standard. DSB-89 Bracing Specification, and HIN-91 WWI` HandlingInstalfinpandBracingRecommendationavailablefromTrussPlateInstitute, $83 D'Onofrb Drive, Madison, Wl63719. WY K Symbols PLATE LOCATION AND ORIENTATION 13/,4 Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 7 0 Qa"'*For 4 x 2 orientation, locate 0 plates W' from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format rotor to the Mitek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing, 400" ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N s 0 El MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or food transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. cuP FORM018.019 Job russ Truss Type ty y 13041494 DR1732D M ROOF TRUSS 8 1 optional) M!Tek industries, Inc. 4.201 SR1 s kug 20 2001 mi, rek Industries, Inc. Fri Mar age 1-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:5.3 5.00 rfy 2 4 1 2A - 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 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 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 4SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/Size) 3--17/Mechanical, 2-177/0-8-0, 4-9/Mechanical Max Horn2 - 530oad case 4) Max UPIift3--25Uoad case 51, 2=-138(Ioad case 4) Max Grav 3 = 31(load case 4), 2 = 177(load case 1), 4 = 91load case 1) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2 - 28, 2-3 = -37 BOT CHORD 2-4=0 NOTES ( 5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure 8 ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 138 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Or. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 13 ptraV, ll+r1 No. 45161 _ ,k STATE OF 4J AL March 22,2002 AWA1104M - Vero design pasametere and RSAti dross ON TM AM MVXRW SM BRF0= IM& ••••e Design valid for use only with Mitek connector. This design is based only upon parameter shown, and Is for an Individual building component to be installed and boded vertically. ApplicabllRy of design paiameteis and proper Incopoation of component is Iesponslblllty of building designer- not hues designer. 5rocing shown is to lateral support of Individual web member only. Additional temporary bracing to Insure stability during conshuctbn is the responsibility of the ere4ta.:Addllbnal permanent brarcing of the overall structure is the retpolsibOy of the building designer. For general guidance regarding fabrk;dtbn, quality control, storage, dell"q, erection and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and HIB•91 ,; rn ornTruss Plate Institute,Drive,N 683D'Onofilo Madison, WI53719. HandlingInstallingandBracingRecommendationavailableho0 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. O 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular piating format refer to the Mlfek/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 le continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCC1 WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206,86217,9190 870040-N, 930013-N, 910080-N Genera! Safety Notes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. c 4. Unless otherwise noted, locate chord splices o at 114 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. mi! 0 MiTeko PANEL TM CLIP NYDRO,A/R® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. O 1993 Mitek Holdings, Inc. Job Truss russ ype ty y 13041495 DR1732D S ROOF TRUSS 2 1 optional) ACCU-SPAN-T TTONGWOOD, FL, MiTek industries, Inc. 4.201 SR1 s kug 20 2001 mi rek industries, Inc. Fri Mar 22 14:17:56age 5-3-5 9-10-13 1-5-0 5-3-5 4-7.8 Scale = 1:18.9 4 9 3.54 FTT 3x4 s 3 8 2 10 11 7 12 6 5 2x4 II - 3x4 = 2x4 = 5-3-5 9-10-13 5-3.5 4-7-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL30.0 Plates Increase 1.33 TC 0.74 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TU -0.08 6-7 > 999 BCLL 0.0 Rep Stress lncr NO WB 0.41 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min Well = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 4=189/Mechanical, 2=635/0-11-5, 5-398/Mechanical Max Harz 2=218(load case 2) Max Upli#t4=-243(load case 3), 2=-536(load case 2), 5=-354(load case 3) FORCES fib) - First Load Case Only TOP CHORD 1-2=29, 2.8--1100, 3-8=-1003, 3-9=-88, 4.9=44 BOT CHORD 2-10 =1002, 10-11 =1002, 7-11 =1002, 7-12 -1002, 6-12 =1002, 5-6 = 0 WEBS ' ' 3-7 =187, 3.6 =-1070 NOTES = ( 6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chard 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 243 lb uplift at joint 4, 536 lb uplift at joint 2 and 364 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 150.Olb up at 4-3-11, and 161.71b down and 395. 31b up at 7-1.10 on top chord, and 21.6Ib up at 1-5-12, and 12.11b down at 4-3-11, and 52.1lb down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) Truss Engineer: Junaidie Budiman, PE#r45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. A tt/ DtQ Ir LOADCASE(S) Standard\\\. 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 : 4 `'•. Uniform Loads (pIf) d' Vert: 1.4 = -74.0, 2-5 = -20.0 .' Concentrated Loads NO, 45161 0b1Vert: 8=10.1 9--161.7 10=21.6 11 =-12.1 12--52.1 STATE Cf Q WARNINO - VsrW design pamaristers and Jt&W NOTES ON THIS AND =VERSE SMZ 82"RE V=- Design valid for use onry with 101I1ek connectors. This assign is based onty upon patometwi; shown, and is for an Individual building componsnt to be Installed and loaded vsnlcoly. Applicability of dsMgn parameters and proper Incorporation of component is responslblNfy of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is tin responsiblllty of the stectcl::AddBlonal permanent bilicing of the overall structure is the, tesponsibMy of the building designer. For general guldonce regarding fabrloollon, quality contioL storage, delivery, erection and bracing, consull OST-88 Quality Standard, OSS-89 Siccing Specification, and HIS-91 NNTek® HandlingInstallingandSroolngRecommendationavoSablefromTrussPlatsinstitute, 693 D'Onohlo Di", Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 16- 13A * 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 Wok/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 Vrl[A Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206,86217,9190 870040-N, 930013-N, 910080-N 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 0 at joint locations. a 4, Unless otherwise noted, locate chord splices 0 at 1A panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. CAMEL © 1993 Mitek Holdings, Inc. CLiP Job I ruse I runs I ype ty y a 13041496 i DR1732D S1 MONO TRUSS 2 1 optional) MiTek industries, Inc. 4.201 SRI s kug 20 2001 MiTekIndustries, Inc. Fri Mar age 1-5-0 2-9-15 1-5-0 2-9.15 2xa 11 Scale = 1:7.3 3 3.54 (TF L X 3x6 = 1 5 4 2x4 II 2-9-15 2-9-15 Plate Offsets : , - -81 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0,01 Vert(TU 0.02 1 >999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/dell = 360 Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9.15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No,2D SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ile/size) 2 = 258/0-1-8, 4 = 79/0-1-8 Max Horz 2 = 91(load case 2) Max Upl)ft2--195(load case 2), 4=-45(load case 2) FORCES:(Ib) - First Load Case Only TOP CHORD 1-2 = 29, 2.3 =-38, 3-4 =-64 SOT CHORD 2-5=-0, 4-5=-0 NOTES (7) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 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) 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 195 lb uplift at joint 2 and 45 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 21.61b up at 1-5-12 on bottom chord. Design , for unspecified connection(s) is delegated to the building designer. Pit7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 81 THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. `i`" F L''• LOAD CASE(S) Standard : 1) Regular: Lumber Increase=1.33, Plate Increase 1.33 •' TAU 45167UniformLoads (plf) Vert: 2-4=-20.0, 1-3--74.0 LConcentratedLoads STAB O 4y Vert: 5 = 21.6 4% RID March,22,2002 AWARMA/O - Verft idss4ss pamnsistere and R&W NOTES ON TSIS AND RBVZRW SWZ BBlORS FIBS. elitists Design vdlid tot use only with Mtrek oonnectots. This design Is based onry upon potametert shown. and It lot an Individual building component to be installed and loaded vertically. Applicability of design parometeis and ptoper Incotpoiatlon of component R tesponslbAlty, of building designei - not quss designei. Ittocing shown It tot Wetol support of Individual web members onry. Additional lsmpototy bracing to Insults stability duiing eondutction Is the tesponsiblllty of the emolot:.Additional permanent bibcing of the ovetal shuctuie Is the tesponsibNlty of the building deslgnei. Fat ganetal guidance iegotding toblicatlon, quality control, storage, citshwy, eteetion and btocing, consult OST•aa OualRy Standard, DSS-89 {racing Specification, and HIS-91 ® NTekHandlingInstallingand •raekg Reaommes "ion ovalloble fiom Truss Plate Institute, $83 D'Onottlo Dilw, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A" 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. 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 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WE65 ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17,08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N e El MTek® TM PANEL CLIP AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 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. O 1993 Mitek Holdings, Inc. lu mi II_=M; CD Ll Kl 9-4-0 BRG. 1 i All A 13 I A A 2 1 0-0 FLAT i I AG1 I v OL. CLG V"JJ 14-0-0 BRG, IN ENTRY 4-8-0 41 I-------------------- --------------------- lP E III h Cam: ALL BEARING WALLS TO BE PLACED J. L_ 1 PLY HGR. I CTJ OE! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. I IIA. d 2 PLY HGR. IENIGNEERED DRANANGS--LOADING--PITCH AND OVER/HANGSI L_ _ _ WALLS SHOWN ARE TO BE BEARING.. L 3 PLY HGR. LSIGNED APPROVAL: X JOB NUMBER: DR1732F ea to DATE: 7-5-01 PITCH: LOAD: SHINGLES CCU SPAN CUSTOMER: D.R. HORTON 6. A/H: 12" 407-321-1440 BY: T.H JOB NAME: 1732 "F" ELEV. oa tj_ ELrz, BRG: BLOCK N oTt : ANC F S AHE+S ra' I-r- C' o5 r,; FEDERAL EMERGENCY MANAGEMEM i6 NATIONAL FLOOD INSURANCE' PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires July 31, 2002 the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION I For Irauranoe CwVany Use: I D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number. XXXX UNNAMED ROAD CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 136, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE GPS (Type): W - ##' - ##.##" or ##.XNAW° NAD 1927 0 NAD 1983 USGS Quad Map Odw. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SEMINOLE COUNTY IM294 I SEMINOLE I FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER 136. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8, FLOOD ZONE(S) bona A0, usedepth offlWm) 0045 - E 4117/95 4/17/95 A, X 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HIM ENGINEERING. INC. B11. indicate the elevation datum used forthe BFE in B9: 0 NGVD 1929 NAVD 1988 Other (Describe): 812. Is the buildina located in a Coastal Barrier Resources Svstem (CBRS) area orOtherwise Protected Area (OPAV Yes 0 No Desionabon Date C - BUILDING ELEVATION C1. Building elevations are based on: O Construction Drawings' Z Bulking Under Construction" Finished Construction Anew Elevation Certificate will be required when construction ofthe building is complete. C2 Building Diagram Number I (Select the burkUng diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. ifno diagram accurately represents the bulking, 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,AM AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. ffthedatum is differentfrom the datum used forthe BFE in Section B, convert the datum to that used fox• theBFE. Show field measurements and datum conversion calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 ConversiarlCornments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? C3 Yes 0 No o a) Top of bottom floor (including basement orenclosure) 2$. 9ft.(m) o b) Top of next higher floor WA, ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) WA. ft.(m) o d) Attached garage (top ofslab) WA. A.(m) o e) Lowest elevation of machinery ardor equipment m servicing the building (Describe in a Comments area) WA. • k(m) o Q Lowest adjacent (finished) grace (LAG) NA. fL(m) o g) Highest adacent (finished) grade (HAG) WA. ft.(m) o h) No. ofpermanent openings (flood vents) within 1 ft. above adjacent grade Q o n Total area ofaN t moni (flood vents) in C3 h 0 an Inin ( cxn) 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 CATE ZIPODE 320 E. SOUTH STRI3ETAA180 ONDO Fl- 7/ 23103 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding Infonnabion from Sedon A Forlnsuranoe Company use: BUILDING STREET ADDRESS (Indud rgApt, Unk Suk awrdbr Bldg. No.) OR P.O. ROUTE AND BOX NO. PoliY Number - XXXX UNNAMED ROAD CITY STATE ZIP CODE Company NAIC NumberSANFORDR- SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) oxmmu0y official, (2) insurance agent(company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REWIED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For ZoneAO and Zone A (without BFE), completeItems E1 ttuough E4. Ifthe Elevation Certificate is intended for useas supporting information fora LOMA or LOMR-F, Section C must be completed. , Ell. Building Diagram Number _(Select the building diagram most similar to the building forwhich this oertificate is toeing completed — seepages 6 and 7. If no diagram accurately representsthe buikflng, provide a sketch orphotograph.) E2. The top of the bottom floor (including basement orendosurq) of the building is _ ft(m) _in.(cm) above or below (dvxk one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higherfloor orelevatedfloor (elevation b) ofthebuilding is _ ft.(m) _in.(c m) above the highest Aacentgrade. Complete items C3.h and C3J on front of form. E4. For Zone AO only: Ifno flood depth number is available, is the top of the bottom four elevated in accordance with thecom nunity's floodplain management ordinance? Yes No Unknown. The local official must certlfy 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 C3.1only), and E forZone A (without a FEMA4ssued or community issued 8FE) orZaneAO must sign here. The statements in Sections A, B, C, andE are cored to the best ofmy knowledge, PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIPCODE SIGNATURE DATE TELEPHONE COMMENTS Check hen; if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinanceto administer the community's fioodplain management ordinance can complete Sections A, B, C (oE), and Gofthis Elevation Certificate. Complete the applicable items) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to oertihr elevation information. (Indicate the source and date of the elevation data in the Co nments area below.) G2. A community official completed Section E fora building located in Zone A (without a FEMA-issued or community -issued BFE) orZoneA0, G3. 0 The following information (Items G4-G9) is provided for community fkxodplain management purposes. G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation ofas -built lowest floor (Inducing basement) ofthe building is: G9. BFEor (in Zone AO) depth of flooding at the building site is: A(m) Datum: t(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here ifattachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS INNIYINNNLN NiNNINNNUaINNINNiNNIUI MARYANNE MOM E, CLERK OF CIRCUIT COURT THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 SEMIMXE COUNTY BK 04854 PG 1317 CLERK'S # 2003096368 RECDRDED 06/061M 11105137 AM RECORDING FEES 6.0 REC'IRDED 6Y L "inlay RECORD AND RETURN TO: VR. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 `' \ 33) l.vsib,no iJ131y NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of pproperty: Lot(s) 117, 119, 131, 136, and 139 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s):: DR. 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 #: Address 6250 Hazeltine Nationa Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: 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: Exppiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Hort , 0 by: o e awson, Cant Secretary Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of 2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a e aware Corpo ion, on e iaTf-o Tt e corporation. He/She is personally Gown to me. Notary Public, State and County Aforesaid WPM I PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO, DD134330 MyCOMMiSSIO,N Fxt', (UI.Y2.6L-..._. _ _H... eL, L, Notary Seal CERTIFIED COPY MATtYANNE MORSECLERK,OF CIRCUIT COURT' D d-G4- I yyb 1 : 5 F'NI r Kum CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number: o y Date: The undersig ned hereby applies fqr a permit to install the following electrical: Owner's Name: Address of Job: \A Electrical Contrador.7brry1 /"ylr-7Tr.c _,nc . Residential: Non -Residential: Number Amount Addition Alteration, Repair (Residential & Non -Residential New Residential: WP Service New C mme ,., t.. AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other. rye Workc • 00 Application ae 10.00 i r TOTAL DUE: . . By Signing this application 1 am stating that I am in compliance with City of Sanford Electrical Code, A icanft Signature late License Number