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Home My WebLink About303 Appaloosa Ct - BR03-002804 - SFRPERMIT ADDRESS NZ CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNE] ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR L MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE toIkASUBDIVISIONQ PERMIT # • DATE " PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE d y m 0 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 303 APPALOOSA CT for which permit 03-00002804 has heretofore been issued on 9/15/03 has been completed according to plans and specifications filed in the office of the Build' Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrit.Al, zonijig 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 (fit "w ZONING: Inspected FIRE: Inspected UTILITIES: Water Lines In Sewer Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Signs Lp Street Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 10/03/03 11/18/03 9/15/03 10/21/03 9/25/03 9/15/03 9/15/03 9/15/03 20.00 20.00 10.00 10.00 10.00 10.00 59.21 54.00 PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 303 APPALOOSA CT for which permit 03-00002804 has heretofore been issued on 9/15/03 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 9/15/03 279.61 01-POLICE IMPACT RESID 9/15/03 91.93 01-RADON GAS TAX FEE 9/15/03 11.32 01-ROAD IMPACT FEES 9/15/03 847.00 01-RECOVERY FD/CERT. PGM. 9/15/03 11.32 01-SCHOOL IMPACT FEE 9/15/03 1384.00 WD IMPACT:SINGLE FAMILY 9/15/03 650.00 SD IMPACT:SINGLE FAMILY 9/15/03 1700.00 OWSER BUILDING OFFICIAL DAT CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: C; - a C>y ADDRESS: 1 . cc CONTRACTOR: PHONE #: y(D` - 8 _) a - y The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering :)4 181 Public Works Utilities Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 1 - . `) c `1 PERMIT #: 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. En ' eering / ublic Works 1=R.._)i'n flor') Utilities Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY-•' REQUEST FOR FINAL INSPECTION 1 SINGLE FAMILY RESIDENCE**** z DATE: C--A - - c ° 1 i PERMIT #: a ,CA w ADDRESS: 2J J c QA CONTRACTOR: PHONE #: 1 1W Q o 1 Lai LA. LAJ Ll- 0 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works tilities Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 20CE ELEVATIM11 CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 303 APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 123, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, ff 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 B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 86. FIRM INDEXDATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940045 E 4/17/95 4/17/96 A 24.6 B10. Indicate the source ofthe Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): 1312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings" Building Under Construction" ® Finished Construction A new Elevation Certificate will be required when construction ofthe building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph,) C3. Elevations —Zones AlA30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, ANA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3; a4 below according to the building diagram specified in Item C2. State thedatum used, Ifthe datum is different from thedatum used for the BFE in Section B, convert thedatum to that used forthe BFE. Show field measurements and datum conversion calculation. Use the spaceprovided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments _ Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basernent or enclosure) 29. 7ft.(m) co o b) Top of next higher floor N/A. ft.(m) a o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o 0 o d) Attached garage (top of slab) 29. 1 ft.(m) E 1 o e) Lowest elevation of machinery and/or equipment co m servicing the building (Describe in a Comments area) 29.0ft,(m) 0 o 0 Lowest adjacent (finished) grade (LAG) 28.0ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 28. 3 ft.(m) CD o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o r) 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. l 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. o 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. SOUTV STREEgATE.1 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE W. 1/12/04 (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. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. °oll y Number 303 APPALOOSA COURT ` • ' ' CITY STATE ZIP CODE773 I Company NAIC Number ISANFORDFL32 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 AIC UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) ForZoneAO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for useas supporting information for a LOMA orLOMR-F, Section C must be completed. E1. Building Diagram Number -(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is - ft.(m) _in.(kxn) above or El Wow (check one) the highest adjacent grade. (Use natural grade, K available). E3. For Building Diagrams 6-8with openings (seepage 7), the nexthigher floor orelevated floor (elevation b) ofthe building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3,h and C3.ion front of form. E4. The topof the platform of machinery and/or equipment servidng the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable). 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 Zone A (without a FEMA-issued orcommunity - issued BFE' or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management 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 alicensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicatethesource anddate ofthe elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMAwissued or community4ssued BFE) orZone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMITNUMBER - - - G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions 0 -S Aa,2.hz/s•1 tl PLAT- OF. SURVEY DESCRIPTION: ( AS FURNISED) LOT 123, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1" = 30' GRAPHIC SCALE 0 15 30 WALK 15 1.3' OFF FND 1/2"IRON ROD AND CAP LB #4671 (1/05/04) LOT 52 BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 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). TRACT "A" APPALOOSA COURT 50' RIGHT OF WAY POB f7589'35'18"E 362.88' CENTERLI_ NE OF RIGHT-OF-WAY 9'35'18"E 60.00' WALK ISd': '>S_W,'.:.:'. .:i`.r•. ::::';'. 1.0' OFF 10' UTILITY EASEMENT•.;., I 6 NN CONCRETE.: 3' C W DRIVEWAY,: 10.0' 14.0' N N '• _ ..Z, .3 :... 10.0 v 9JCOVERED4'7 ENTRY O O a O O OONESTORYQ CONCRETE BLOCK r" o RESIDENCE o ri FINISH FLOOR ELEVATION=29.65W LOT 122 N N d' d' N N O O O 40.0' O 10.0 10.0' z 28s ro .• 9.0 V) LOT 123 ln N CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. iffelis 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-5-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 123 AS BEING S00"24'42"W PER PLAT. FIELD DATE:) 9-24-03 REVISED: SCALE: 1 = 30 FEET SJ FINAL 1-5-04 CKB FORMBOARD 10-03-03 CKBAPPROVEDBY: ASM42086 ODEL CHANGE 8-30-03 JML JOB NO. REPOSITION 08/14/03 SOO LOT PLAN 07/24/03 SooDRAWNBY: N 89'35' 18"W 6 0.00' TRACT "G" BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LEGEND FND 1/2- IRON ROD AND CAP BUILDING SETBACK LINE LB 06393 (1/05/04) CENTERLINE FND NAIL AND DISC LB #4671 (1/05/04) RIGHT OF WAY LINE EXISTING ELEVATION SET 1/2" IRON ROD AND CAP LB #6393 (1/05/04) CONCRETE CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTHLSLANDSURVEYORC.B. DENOTES CHORD BEARINGPRMPERMANENTREFERENCEMONUMENTPCDENOTESPOINTOFCURVATUREPCPPERMANENTCONTROLPOINTPIDENOTESPOINTOFINTERSECTIONP) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY FWD FOUND TYP TYPICAL C/W CONCRETE WALK A/C AIR CONDI HONERS/W SIDEWALK CBW CONCRETE BLOCK WALLCP CS CONCRETE PAD CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH CHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION R RADIUS POLPCC POINT ON LINEPOINTOFCOMPOUND CURVEPOCPOINTOFCURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBa6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611017-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA l -1-OA FOR V THE f FIRM WILLIAM R. hAliqrATFII0 JR. PSM#492t DATE r CrrV OF SANFORD PERMIT APPLICATION Permit # .T( Job Address:,) , Description of Work: Historic District: Zoning: v ttiuc vt vvunc: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool T Electrical New Service — # of 9MPS Addition/Alteration Change of Service Tempor* Pole z - Mechanic4 Residential Non -Residential Replacement New. (Duct Layout & Energy Ca1F. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of WaterClosets Plumbing Repair— Residential or Commercial r— Occupancy Type: Residential _ Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required, (<w aebcr titan Y) Parcel M Owners Name & Address: Attach Proof of Ownership & Legal Description) Phone: Contractor Name & Address t,lz n f '-ti / by F *. A't *•u < :lam , t,'. td l I 1 1 GU Tate License Number, Phone & Fax: z '4 o' yct: r r i CJf'v! O/rltj'Ax?/ Phone; Bonding Company: - Address: Mortgage Lender: Address: ArchitecUEngineer: Phone: Address: - Fa x: Application is hereby made to obtain a perry» t to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards ofall 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 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: In addition to the requirements of this permit, there may be additional restrictions ap c this county, and there may be additional permits required from other governmental entities sy6h as Acceptance of permit is verification that I \till notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Flonda Date Oker/Agent 1s _ Personally Known to qe or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date, 5necii! Conditions: of Icompliance with all applicahl(- 1p-us re.)ulting EMENT Y RESUL"f IN YOtll"< P/,i'TNG ULT W YOUR LENDER OR A).\' try th maybe foun in the public records of nt tnc sta7ecies, or fr.de e.l agencies. OC 2 1 M3 ROBERT -G. DELLO R USSO Date Pri t contractor. gent' Na e c4r... JQ3 Signature of No_7- State of Flonda Date Con tractor/Age-:: _rl'ersonail% Known to Me or Produce :-) Initial & Date) I Initial & Date) FD: Irwial & Dat: 01. 5-06-223 7 : 09AM F RUM w,cc!o^rs.:.l CrTY OF sAN FORD PERMIT APPLICATION Permit tt Job Address: v UOS `i ?3-------- -- p cscrlption of Work: I C"c A tjistorlc Pis trlet:, 70ning: Value of Work: — Mechanic Fire Spnnkler/Alarm Fool _ Permit Type: Building,lcvliical al Plumbing __ — { Electrical: New Service - Il pf AMPSI C 200 Addition/Alleration Change of Service Ternporkry Poe _ k-l" Mechanical! Residential __ Non -Residential Replacement Nt-w (Duct Layout &Energy C91c, Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lincs tt of G'as lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Resldenlial or ComT,cr: al Occupancy Type: Residential Commercial industrial Total Square Footage. _ _ Construction Type, # of Stories: 0 of Dwelling Units: _ Flood Zone: , (FENIA form reyuirui itr 1h,, tnar. Parcel u: Owners Namc & Addreaa: Attach Proo-flof Ownership t Legal Dezi:np-0on D Cy Z P T f l 2 I VI oil 7L- 3 Phone Q {. , e N C _C 2C1 Add ContractorNameresx:S _ 1- CAdd -' 2 Li StatelILiitcnsc Numher 1_— I_> 2— j I — Contact Person Fhi,ne}_1= Phone F Faz: :3_2 1 - O i 4 y. ._ 13Onding Company dd rc., c. . ,-.. Aortpi;e Lender. Address: .. - Archiurt/ Engincer: Phone Fad. Address: -. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wtrrk or installonon has comrnenC d prw; : i.55uanecofapermitandthatallworkWillbepeormcdtomattstandardsoftilllawsregulatingconstructioninthis )unsd,cuon, I undcrstanu thut , sc _ = permit mustbesecuredforELECTRICALWORKPLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, cite. QVi AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in conrplianN with all apy'' cable l.,u. n a.'r E consau,-hon and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMF / MAY RESULT IN 0 r. TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 1F YOU fNTEND TO OBTAN FINANCNG, CONSULT WITH YOUR E^ U R OK ATTORNEY BEFORE RE.C;ORDINGYOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of thin puma. there may he additional restrictions alr,licable to this y oyci ty hat oy be found in the pubs r<.uro5 o, this county, and there may be additional permits required frnm other govemmmal cnnn, avoh as water nunogtment dISMCLS, stutc agertCies, or fr err, .,. a,:rn, ics. Aeccptancc of permit is veritication ih l I will notify the owner of the property of the requtrementt o lorida L , Ls , r" 713. Date Signalurc of Conm3ctor,Agcnt iRnsturc uCOwner/Agent ('{d Pont Owncr/ Agent's Namc Fnnt mhaCtoriAgcnt' anm arc .Cign3wrc of NutaryS; ,c !"r!oiau .J :c Sign3wrc oCNutary. jtar,: n(Flr,ndj wncr/n. gtnt i.t -- pariuniIIXKnown to Mc' w w iraCtnr/A,cn! a Y,•ro i3 ;y Known w tit Produced 11) YrutluCud ll'> '' " r1PI'Lll' nll(>A' nl'I IIOV['.[l By Itldl;: ___-....,. -- Ins;s. r I)aic) i,' + • - nit al 6L 1)3iu) (Initial & Marie A. Zettlemoyer Commission 9DD221380 Expires: Jul 15, 2007 13onded Thru of1 ti°. Atlantic Bonding Co., 1rmc 1,s . CITY OF SANFORD PERMIT APPLICATION Permit # Job Address: Date: I I ZZ 1`7.) Description of Work: 3 0 l]Sc, C T 2 IF-3 CNPIAc, Historic District: Zoning: Value of Work: S y Permit Type: Building Electrical Mechanical Plumbing Y_ Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non-lZcsidential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines 1/ of Gas Lines Plumbing/New Residential: # of Water Closets 2 Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: It of Dwelling Units: Flood 'Lone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor NaADV*N %6 . PLUMBING, INC. J P O. BOX 620027 -State License Number: cr— Phone & Fax: OVIEDO, FLORIDA 32762-0027 Contact Person: =r 1 Phone: Bonding Company: (407) 366-3994ADVANTAGE PLUMBING, INC. P.O. BOXAddressRAr, nl]If1A 47769_0027 Mortgage Lcnder: (407) 366-3994 Address: Architect/Engincer: Phone. Address 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 ofa 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 regulatng construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies Acceptance of permit is verification that I will notify the owner of the property of the requirements ulo id Lic , FS 713. Signature of Owner/Agent Date Signature Cotstractor/Agent Dateof Print Owner/Agent's Name Print Contractor/Agent's Nanhc Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date H M MARTHA Y. HALL OMMISSION # CCOwner/Agent is _ Personally Known to Me or Contractor/Agent is/K Pcrs 1 osyft toYp 875840 c^rES: February 1, 2004Produced !D 1'roduccd ID Notary Public Underwriters APPLICATION APPROVED BY: Bldg: Special Conditions: Loraine: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) 3 3 Q pck MAm... THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05000 PG 1877 CLERK'S # 2003158759 RECORDED 09/09/2003 10e32eW AM RECORDING FEES 6.00 RECORDED BY L Mr.Kinley 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 proppertyy: Lot(s) 98, 118, 12 3, 125, and 127 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling CER 6 MLU COM Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: ddress: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Address: Phone #: Fax #: NkRYANNE MOB CLLI;,{ OF CIRCUIT COUR'i! Br lil= VEPUCE Persons within the State of Florida desipated 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: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, I 0 by: o ert, awson, lstant ecretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE 1124+X The foregoing instrument was acknowledged before me this () day of , ion: 2003 by c. Robert A. Lawson, Assistant Secretary ofD.R. Horton, In,—IaCorporatenelaaware , on e a o t e corporat He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIALNNOTARYSEAL PATRICIA COULTON J NOTARY PUBLIC STATE OF FLORIDAR COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,2006 ry ignature Notary Seal CITY OF SANFORD PERMIT APPLICATION Permit # : Date: Job address: T-N—VwC&6 Description of Work: SFR. Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc, Required) F. Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential V/ Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X) Parcel # Owners Name & Address: 1J. Contractor Name & Address: Phone&Fax: `U::Ut:'O-k `AluU - Bonding Company: 1 Address: Mortgage Lender: Address: Architect/Engineer: Attach Proof of Ownership & Legal Description) Phone: Application is hereby made to obtain a permit to do the work and installatl`lft!'Iebelsd..-Lcertify that no work or installato;ftimmenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. TICE: 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 ofMiiifiation that I will notify the owner of the property of the requirerhe of FloridaLie , FS 713. Signature of O r/Agent Date Signature of Contractor/Agent Date Print 0 /AgenCs Na e Print Co ac or/Aggnt's Nam Signat e of Notary -State of Florida Date Signature of Notary -State of hda Date Or" F_FIC701 C7 PATRICIA;. A i COULTON 1CIA COULTON NOTARY PYBLIC STATE OF FLORIDA Owner, ° 5 )rA Contractor/ gent LsoMMf§RMI1 7(. or PrfteeItN1I6 0 pi NO DD134330 _ Produ eqQ MY COMMISSION EXP. ULYY 26,2006 APPLICATION APPROVED BY: Bldg:`, -t 0 3 Zoning: Utilities: Fp; Initial & Date) ( initial & Date) (initial & Date) (Initial & Date) Special Conditions: J i 4 ( CD D. R. HORTON HOMES V::2 IT PACKAGESFRPERMC CITY OF SANFORD CHECK LIST LOT # i 23 P-2SUBDIVISION: BAKERS CROSSING ADDRESSF)- C' fEC, isT BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 52--- 13 3 SETS OF ENERGY CALCS MANUAL 1/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEC CONTRACT Sri Ve, l,Lk Rrm j- CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONf /J (407) 330-5630 fr Sr 150 APPLICATION FOR UTILITY SERVICE ACCOUN'I (FULL NAME) SERVICE; ADDRESS 3CY3 i-AX. It (407) 328-7367 MAII.,INC; A.DllRI?SS Z&bl D',VP ZIP 3Z-a?_7_ TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE wnzX-1 - COMMERCIAL WORK## 4Cp-+ l SOCIAL SECURITY# - HOME## f\)'+nn OWNER OF PROPERTY_ DR 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 PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUSPROVIDEPROPERIDENTIFICATIONANDANYOUTSTANDINGCHARGESMUSTBEPAIDATTHETIME. WHEN TRANSFERRING -MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAYALLOUTSTANnIN[; (ueRr c I AM ALSO RESPONSIBL:E-FOR MAKING SURE THAT ALL FAUCETS ARE TURNED OFFINTHEHOMEBE7HIRFTNFIQE:C-r„ I U N D E I!qLAtjD THAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE. SIGNED; DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL $ CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATF: I hea Limited Power Of Attorney name and appoint: Craig Coulton and F1% each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me ply The Buildina Dept. of; ; I Ia () vie n1 &,, For a residential permit for work to be performed at: i c-L 4i. 1+C-) Lot # Subdivision: 1)akUS Cross,( Y Address:3 And to sign my name and do all things that are necessary to this appointment. Richard B, Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrumen -was acknowledgec Date: Who is personally k own Jo me. State of Flor, a County of 0 nge t , Notary Public Signature before me this: By: Richard B. Ladd ( Contractor ) O AL SAY PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSIO" . ULY 26,2006 Notary Seal 1 CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 1. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: Foundation plan Indicating Tooter sizes for all bearing walls. Provide side view detailsa. ofthese footers with reinforcement bar replacement. b. Floor plan Indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Fart 5) Elevations of all exterior walls, east, west, north and south. FinishC. floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. c. Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. Stair details with tread and riser dimensions, stringer size, methods ofg. attachment, placement of handrails and guardrails. h. Square footage table showing footages: _ S.F. Garages/Carports S.F. ' Porch(s)/Entry(s) S.F. Patio(s) Conditioned structure - S.F. 3. Total (Gross Area) Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, FI (407) 665-36.00. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNERBUI.LDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beaths - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing ill Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATt SIGNATU 03y Owne or AuthorlWd Agent) p G ON- 71ERO L - Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install: Contract Number PUCHASERS NAME AND ADDRESS Name Address ( City/State/Z1p-alA O, i 3Zc32Z st6; Quarterly Payment Amount€.< First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email Phone & Email INSTALLATION ADDRESS: bo 5 SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex willwarrantthestructure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVERN% THE RELATIONSHIP OF THE PARTIES, ram Apex Representative Signature Date L4C—ust'oAr Ajent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedInliteratureprovidedbyDowElanco: 1. Install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4, during those years, Inform the Customer of: a. any new or Increased termite activity noted at the Stationsb. any addition or, removal of Recruit* of Recruit* termite bait; andc, any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementfor er quarter (3mo period) payable on or before the end of the previous monitoring period, the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% After per year, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water, under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or underthearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyingInsectinfestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph, DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS WHETHER ANY IMEXPRESSLIEDW OR IMPLIED; MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANI^y OF WORKMANLIKEARRAINTES, OFFURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY. Customer expressly waives and releases any claims In any lawsuit, arbitration or other le al proceedingnegligence, torts, personal lnjury, death, violatiotl Of Any statute, rule, or regulation, loss of use, diminution of value, economiccompensatory, Incidental, consequential, exemplary, g lgiliriSt Apex for event shall Apex be liable for any amount greater that amount plaid by the Customer to Apex for he service o be p le, or special damages if any kind, and in . performed, SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any -allergy or, sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND 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 components of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2, On expiration or termination of this Agreement, Apex and DowElanco. or. its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relation ship (note-. Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;. (5)retrleve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of . the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticlde being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will immediately notify Apex in writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENTMEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may Nvlthout notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida, If any part of this Agreement Is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change in applicable law as It pertalns 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, stfikes, 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)termlte damage resulting from masonry failure or grade alterations; 3)termlte damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all the provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et sep, 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 tivil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thlrty-slx) 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 Propertfromsubterraneantermiteactivity. 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 tTheApexCorporateOffice. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the identif:ePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -Inspection, whether the Inspection was requestsbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from its effective date. After thinitial12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area508SPlumosaSt. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792 Tampa, FL 33510407459-2847 407.858.0540 813.221.2847800-929.2847 888.764-2847 877-459-2847 10-03-203 9:52AM FROM P. 1 Permit # : 1,36 3o2C7 0 / lob Address: CITY OF SANF'ORD PS1 mrr APPLICATION Date: TX,/- .23 Description of Work: Historic District: Zoning: 'Value of Work: S L e w V'ar'& qQ Permit Type: Building Electrical j Meetr1al Plumbing Fire Sprinkler/Alartn Pool Electrical: New Serviec — # of AIv1PS Addition/Alteration Change of Seryice Temporary Pole Mechanical; Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # ofWater & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets plumbing Repair — Residential or Comm=iai Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories; # of Dwelling Units: Flood Zone: (YENIA form required for ocher thin X) Parcel #: - - ,,// / I/ ( Attach Proof ofOwnership & regal Desc Owners N2mc & Address: '/ f i 75 , .e/r o c 1 4 .n /r L /r1 AeA _ . x Phone: Vim%- Contractor Namc & Address Ala, 17Dawi t! /dt! Gl/L r S i f t / 7 efgr s__ Statc Liccnse Number:__ — Phone & Pnz; y D%' _ S 9-a2 y0)"sn: ' 4/}NN iy_Phone: ;S f tz-Z boy Bonding Company: Address: Morteage Lendcr: Address. ArchiteCVEngincer: I'hone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations s indicated. 1 certify tbzt no work or installation has commenced prior to the is.wance of a permit and chat all work will be performed to meet standards of all laws regulating constntction in this jurisdiction, I understand that a Separate permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNF,R'S AFFIDA Lll: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicahlc btws'CFuladnqconstructionandzoning. WARNING -1-0 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN Y0t)R PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDP.R OR AN ATTORNEY BEFORF, RECORDING YOUR NOTICE OF COMMENCEMENT. rfE: In addition to the requiremen4 of this permit, there may be additional restrictions applicable to this property that may be found in due public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agcncieS, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Licn Law, FS 713. Signature of Owner/Agent Date Sicnalvrc of Contractor/Apeut Date Print U ncr/Agent's N;+me Print Cont r/Agent's Name r7 SignatureofNortry•State of I•lorida Date signawre of N tart ofFlorida `U 0 G n My Commission DD201551 OF ad` Expires May 17 2007 Owner/ Agent is _Ycrsonally Known to Me or Contractor/A•gentis _1''crsonally Known to Me or ProducedID„ _ ., Produced ID APPLICATION APPROVED BY: Bldq: _ Zoning: Utilities: FD: Initial & Date) (Initial & Datc) (Initial & Datc) (fnitial tic Date) Speclai Condttinn;: - FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on paces 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number P,XXXX APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 123, 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: 0 GPS (Type): N' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B8. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOODZONE(S) Zone AO, use depth of flooding) 0045 E 4/17/95 4/17,95 A 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 HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 NAVD 1988 Other (Describe): _ 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings* Building Under Construction* Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch orphotograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram spedfied in Item C2. State the datum used. If the datum is different from the datum used forthe BFE in Section B, convert the datum to that used forthe BFE. 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. kzDatumNGVD29Conversion/Comments permanent Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement orenclosure) d o b) Top of next higher floor INA . ft.(m) U) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o 0 o d) Attached garage (top of slab) N/A. ft.(m) w 1oe) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) N/A. 8.(m) E ri o 0 Lowest adjacent (finished) grade (LAG) N/A. ft.(m) Z .2 o g) Highest adjacent (finished) grade (HAG) N/A. ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all openin s (flood vents) in C3 h 0 in ( crm) g . _sq. . sq. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH ST E STE. ORLANDO FL 32801 SIGNATURE JA_/J]l DATE TELEPHONE 9/12/03 (407) 426-7979 FEMA Form 81-31, JUL 00 REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A For insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, andlorBklg. No.) OR P.O. ROUTE AND BOXNO. Policy Number XXXX APPALOOSA COURT CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building forwhich this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6$ with openings (seepage 7), the next higher floor or elevated 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. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) orZoneAO must sign here. The statements in Sections A, B, C, and E are correct to the bestof my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, orarchitectwho 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 lasted in Zone A (without a FEMA-issued or communitymissuedBFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has beenissued 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 COMMENTS Check here if attachments FEMA Form 61-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS J FORM,500A-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:=;s `3t x 1 Permitting Office: City, State`!,i C't_rj k k `v'e 3 Permit Number: Owner: 01R. 1- c) Jurisdiction Number: Climate Zone: Central I . New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 36.0 kBtu/hr - 3. Number of units, if multi -family 1 - SEER: 12.05 _ 4. Number of Bedrooms 4 b. N/A 5. Is this -a worst case? No - 6. Conditioned floor area (ft2) 1732 ft2 c. N/A 7. Glass area & type a. Clear - single pane 207.0 ftz - 13. Heating systems b. Clear - double pane 0.0 ft2 - a. Electric Heat Pump Cap: 36.0 kBtu/hr - c. Tint/other SHGC - single pane 0.0 ft, - HSPF: 7.65 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 W _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 56.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 328.0 ftz - d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 W - 15. HVAC credits PT, - b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A I)F-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 170.0 ft - MZ-C-Multizone cooling, b. N/A 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 Energy Code. PREPARED BY: Xpz DATE: 43.02 1 hereby certify that this building, as designed, is in compliance with the Florida Energy` C_o^d OWNER/AGENT: <3- L_ DATE: !s " 2_0 • C)3 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: yC1 sr4T O. t a 4 ryCOD W-E 5 EnergyGauge® (Version: FLRCSB v3.2) FORM 6OOA-2001 J SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I 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 0.70 856.8 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 Area X SPM = Points 1732.0 14.31 24784.9 1732.0 14.31 24784.9 EnergyGauge(D DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 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) V 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 0.950 11758.5 EnergyGaugeTTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:, , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1732.0 5.86 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 Y 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 3150.4 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 Under Attic 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 Area X WPM Points 1732.0 0.28 485.0 1732.0 -0.28 485.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 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 50.0 0.86 4 1.00 2623.63 1.00 10494.5 r 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 10495 26482 PASS yojzaE Sr t 1 GOD W-BlEnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 600A-2001 0, Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/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. 1. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 36.0 kBtu/hr 3. Number of units, ifmulti -family 1 SEER: 12.05 _ 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft') 1732 ft2 c. N/A 7. Glass area & type a. Clear - single pane ` 207.0 ft' 13. Heating systems b. Clear - double pane 0.0 ft, a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ftZ HSPF: 7.65 d. Tint/other SHGC - double pane 0.0 ft, b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft c. N/A b. N/A a N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 ftZ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 56.0 ftZ b. N/A c. Frame, Wood, Adjacent R=11.0, 328.0 ftZ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 ftZ 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 170.0 ft RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) ST4T in this home before final inspection. Otherwise, a new EPL Display Card will be completed 04.SAE Y ,, _ Qc based'on installed Code compliant features. Builder Signature: ' C Date: '` :20 , a d y Address of New Home: - 1} Xl` Cli , City/FL Zip:'f_11WW 2011'1 32:4-ia tr coDWV, S¢ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If yourscore is 80 or greater (or 86 fora US EPA/DOE EnergyStar7mdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if youobtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf eduforinformation and a list of certifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffairs 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: 1 32 Deg F HEATING SUMMARY Bldg. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh l Design Heat Load 29416 Btuh J INFILTRATION Method S impl i f ied 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 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 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANS 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/Btuh Clg Air Flow Factor 0.052 CFM/Btuh Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: VI 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* 1. 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 6516 Btuh / 245 Total Window = 26.6 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0. 4 AC/HR x 13 8 5 6 Cu.Ft. x 0.0167 = 93 CFM ti 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 SummerTD = 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window = 7.5 HTM and Door Area Procedure C - Latent Infiltration Gain J0.68 x 44 gr.diff. x Procedure D - Equipment Sizing Loads 93 CFM = 2769 Btuh 11/16/98 1. 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 SIN 10315 Printout certified by ACCA to meet all requirements of Manual Form J 0 1732 Job# 1732 Zone: Entire House 11/16/98 n,IAUI IAI r -ni, F.,I RIGHT -I: 7 n 12___ cni i ozi s I Name of Room Entire House Bk 4 FAM LAUNDRY 2 Running Ft. Exposed Wall 202 . 0 Ft. I 29. 0 Ft. 41.0 Ft. 7 . 0 Ft. 3 Room Dimensions, Ft. 0.0 t_ 13. 5 x 12. 0 Ft. 20.0 x 20.0 Ft. 7.0 x 9.0 I=t. 4 Ceilings. Ft Condit. Option 8.0 heat/cool d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST ITM Area Bhlb Area Built Area Built Area Binh EXPOSURE NO. Htg Clg Length Htg CIg Length Htg CIg Length Htg Clg Lengrth Htg Clg 5 Gross a 14C 2.5 1.1 1224 232 s•* s*** 112 0 Exposed b 12C 2.9 1.9 56 sis# 0 t!t 56 i+t 0 R# tflk Walls and c 13C 3.2 1.2 328 0 152 56 Partitions d 0.0 0.0 0 R kkR 0 tt## tk 0 t#i ttt 0 ff s+ft e 0.0 0.0 0 rf#+ t 0 0 R##k 0 R#tt tRif f 0.01 0.0 0 R## tit 0 tRtf riff 0 iftt i#tf O R#Ri fRRi 6 Windows and a 1C 37.0 153 5655 23 850 23 850 0 0 Glass Doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 O 0 a 0 0 kt! 0 0 ttt# 0 0 itR e 0.0 0 0 lat. 0 0 R= 0 0 ttt= 0 0 Ra« f 0.0 Rr O O Rti O 0 t#ki O 0 ttti O 0 ttlt 7 Windows and North 22.0 19 s 429 0 0 0 0 0 ss" 0 Glass Doors NE/NW 41.0 96 1689 23 s* 943 23 943 0 0 Cooling E/W 0.0 0 tt#t 0 0 sssf 0 0 tR#i 0 0 rt+t 0 SE/SW 49.0 142 6934 0 0 0 0 0 0 OUIIt 0.0 0 0 0 trt« 0 0 tRk 0 0 fra« 0 HorZ 0.0 0 ftit 0 0 rr 0 0 krrR 0 0 iR 0 S Other doors a IOD 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 0 0 0 0 0 9 Net a 14C 2.5 1.1 1120 209 511 230 89 219 98 0 0 0 Exposed b 12C 2.9 1.9104T17501 70 0 00 36 104 70 0 0 0 Walls and c 13C 3.2 1.2 977 363 0 0 0 152 479 178 36 120 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 1883 3194 4192 162 275 361 400 678 890 63 107 140 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 II Floors a 22A 25.9 0.0 202 5236 0 29 752 0 41 1063 0 7 181 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 245 6516 1833 23 612 172 43 1144 322 18 479 135 13 Subtot Btuh Loss=6+3..+11+12 26742 sfss 3003 4831 r*s# kr#f 1152 rats 14 Duct Btuh Loss 10"/ 2674 101/1 300 101/ 483 100/ 115 15 Total Btuh Loss= 13+14 29416 3304 5314 1267 iYRR 16 Int. Gains: People a 300 6 1800 0 0 4 ss 1200 0 0 Appl. rr 1200 2 1800 0 0 0 0 1 600 17 Subtot RSH Gain=7+8..+12+16 a*** 20803 iita tf 1706 3900 s 1098 13 Duct Birth Gain 10"/ 2080 10% 171 10% s«* 390 10% 110 19 Total RSHGain=(17+15)*PLF 1.00 22883 1.00 1876 1.00 4290 1.00 1208 20 I CFM Air Required I **** I 12001 12001 I 135I 981 I 2171 2251 R I 52I 631 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 nn Anu i Al 1-7d. cA rztcuT_r 3 0 17 S!N 103 15 J Name ofRoom BR 2 BR 3 M/BR M/BTH73RoomRunningFt. Exposed Wall 27.0 Ft. 11.0 Ft. 32. 0 Ft. 10. 0 Ft. Dimensions, Ft. 13.0 x 12. 0 Ft. 11.0 x 15. 0 Ft. 13.0 x 17.0 Ft. 10.0 x IS. 0 Ft. 4 Ceiings, Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Binh Area Btuh Area Btnh Area Bath EXPOSURE NO. Htg CIg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 96 t+t 88 256 80 Exposed b 12C 2.9 1.9 0 0 ss« 0 t+i ii« 0 Walls and c 13C 3.2 1.2 120 0 ss 0 skk r++ 0 r+## rres Partitions d 0.0 0.0 0 k«i 0 k 4 0 k« kk«t 0 4s«t tis e 0.0 0.0 0 tttt ti 0 tt+s kit p s«s4 t«ks 0 f 0.0 0.0 0 0 k ikii 0 i•.r iis. 0 s.«. s«rs 6 Windows and a 1C 37.0 16 591 16 591 32 1183 10 370 Glass Doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9A k29.9 0 0 0 0 0 0 0 0 e 0.0 ki 0 0 krit 0 0 r:rr 0 0 iisr 0 0 sss f 0.0 st 0 0 tttt 0 0 0 0 4k#4 0 0 k«i4 7 Windows and North 22.0 2 44 2 44 4 89 2 35 Glass Doors NE/NW 41.0 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0 s4is 0 0 sssi 0 0 i+is 0 0 ttti 0 SE/SW 49.0 14 685 14 685 28 1370 8 413 South 0.D 0 kk4i 0 D ktRk 0 0 V«ti 0 Q Horz 0.0 0 t«++ 0 0 k«st 0 p tkst 0 0 kksi 0 8 Other doors 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 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 80 197 88 72 177 79 224 512 247 70 172 77 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 120 378 140 0 0 0 0 0 0 0 0 0 ratitions 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 2.2 156 265 347 165 280 367 221 375 492 150 251 334 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 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 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 101/ 256 lo°/ 176 101/1 379 10/ 132 15 Total Btuh Loss = 13+14 2812 zt zstt 1935 zss st 4169 1454 16 Int. Gains: People @ 300 0 kfitk 0 0 0 1 300 0 0 Appl. a 1200 0 s««s 0 0 s««k 0 0 sk 0 0 siks 0 17 SubtotRSHGain=7+8..+12+16 1425 1296 2737 933 18 Duct Btuh Gain 10% 142 10% 130 10% 274 10 , 93 19 Total RSH Gain=(17+18)*PLF 1.00 1567 1.00 1425 1.00 3011 1.00 1027 I20I CFM Air Required I 1151 821 I 791 75 I 1701 1581 I 591 541 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16% 98 ne nan!ei i 7ti, Ed RIGHT_t: 3 n 19 S!N 1 [1Z15 J Name of Room BTH KICTHEN DININGF3IRunningFt. Exposed Wall I 0. 0 Ft. I 31 . 0 Ft. 14-0 Ft. Ft. Room Dimensions, Ft. 9.0 x 10.0 Ft. 16.0 x 14.0 Ft. 14-0 .x 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 HTM area Mull Area Btuh Area Bush Area Built EXPOSURE NO. Htg Clg Lenbrth Fitt; C I g Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 0 248 s** 112 t« Exposed b 12C 2.9 1.9 0 0 is#+ s*** 0 Walls and c 13C 3.2 1.2 0 0 s*ts 0 a axt: itxt rt#..ts Partitions d 0.0 0.0 0 i** rt 0 rts#k sts 0 tits ttxs sssa Q.Q 0.0 D t#ti rtik# O ifisrt i o t#t# rtrt# kkt# fitt If e 0.0I 0.0 0 t#ti iitt 0 tfiti it## O t## ttt# st#t aitt 6 Windows and a 1C 37.0 0 0 s**s 10 370 ss 23 850 sss ssrts Glass Doors b 8C 37.0 0 0 s** 59 1996 ss 0 0 Heating c 9P+ 29.9 is 0 0 as*: 0 0 0 0 d 0.0 t 0 0 itak 0 0 ttxt 0 0 k:«t ittt f 0.0 ti 0 0 tt 0 0 tit 0 0 rt## sssfi 7 Windows and North 22.0 0 s* 0 7 153 3 64 xx« Glass Doors NE/NW 41.0 0 0 0 0 0 0 Cooling E/W 0.0 0 itxa 0 0 i#i 0 0 kt«t 0 rs«s SE/SW 49.0 0 0 57 2795 20 985 South 0.0 0 t«rtrt 0 0 is*t 0 0 t#tx 0 Horc 0.0 0 tast 0 0 fisfirt 0 0 ss#s 0 x S Other doors a lOD 14.7 9.9 0 0 0 0 0 0 0 0 0 b lOD 14.7 9.9 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 0 0 0 184 453 203 69 219 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 90 153 200 221 310 499 252 427 561 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 Il Floors a 22A 25.9 0.0 0 0 0 31 804 0 14 363 0 0.0 0.0 0 0 0 0 0 0 0 0 0 jb 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 ss#« 2471 iast x# sat« 14 Duct Btuh Loss 10% 15 10/ 570 ss* 101/ 247 15 Total Btuh Loss= 13+14 ss 168 6275 2718 s** 16 Int. Gains: People a 300 0 0 0 0 1 s*«* 300 a##s Appl. [ 1200 0 aa 0 1 stia 1200 0 axt O srrtt 17 Subto[ RSH Gain=7+8..+12+I6 sss 200 si Rrtkfi 5328 sss 2180 rts« 18 Duct Btuh Gain 10°/ 20 10% 533 10% s*** 218 19 Total RSH Gain=(17+18)*PLF 1.()0 ss* 220 1.00 5861 1.00 2398 I20I CFM Air Required I fi+rts I 71 121 I 2561 3071 I Ill 1261 s** 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 Job9: J 1732 Filename: 1732.bld 11/16/98 J W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R 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 J 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 J 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 PAIL i 4" bath duct t• = 1 lanlant t kc I _. 12xIP Iwcd Bz440 9 T' VASTER 3to BEDROOM Kl HES 4" o x4 II I. Iwcd r^ 155 DIMLY(l *a, I" 10x6 Iwcd AREA v 75 8x4 Iw IOx10 rag lO4wcd to is 18 7 g ISO7+ 3" bath duct /4 roz10 rap to rwf cap w/ Jan I HtlRY./2 55 85 lw<d A 8. 85 Os/ 0 4wcd P25 s- — y0bty man- Y18• PAD y a 14 a i nns a g"8" 85 4• f Gel--7 ' cdryer duct e• inp J, roofcapah ptenob14RAD dr i3.0"S BED R. DP d FOYER arm by TON Lr IOKB 0240V IP GARAGE 10s5 / wed roo N1 usi have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r-6 insulation value. c e,rn V cV i O G X ry USrr^ vlZ m O C9 VOlil W CO inO O O Rating o tr In w .• .. z 51[n o f oCO 5i a a w 1_ J n 0 0 q CAULK BETWEEN ME BY WOOD CONCRETE OR WOOD BUCK 6 BUCK gY OTHERS- MASONRY OPENING BaS'r. OPENING 67 OTHM Br pTNER: WAULK BETWEEN ISOW FLANGE L WOOD BUCK I-(/i' MN. a EMBEDMENT INSTALLATION ANCHOR 3/Ie' D[a. TAPCON STUCCO J BY OTHERS / PERIMETER J/ SHIM REO'D. s• MAX SEE NOTES) CAULK BY.OTHERS FLANGE TYPE WINDOW FRANC. HEADER B.v. BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD 3/16• VIA. TAPCON BUCK B7 OTHERS STBY SHIN: 4A D•D. RIGID VINYL XGLAZING6£AV(SES) TYP.) GLASS TYPXSEE NOTES) FLANGE TYPE . C•7 WINDOW FRAME - JAMS CAULK BETWEEN RIGID vINTL WINDOW FLANGE PERIMETER v DOcvINDO LaZ[ NG BEaO i v000 BUCK CAULK Type GLASS vv BY tGHTVOTHERSTYP.) (SEE NOTES) W vWIDTH) B. H. BUCK CAULK BETWEEN CAULK BETWEEN WINDOW HEIGHT) WOOD BUCK a FLANGE t PRECAST SILL MAS•Y.. OPENING V/ VULKEN Il6 ADHESIVE BY OTHERS CAULK. OR APRV•D. E(L. SECTION B—B FLANGE TYPE PERIMETER WINDOW FRAME CONCRETE OR CAULK SILL MASONRY OPENING BY OTHERS BY OTHERS v BY OTHERS — a A - SECTION 9A-A A B c I c NOTES' ! 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE 4 SHIM STACK TO BE 1/s. 0 E 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. E— '`r+ 3) SN$TALUTK#1 ANCHOR MUST 6E OF SUFFICIENT LTH• TO ACHIEVE MIN, Eu6ECmEMT OF 7-1/4-INTO MASONRY OR CONCRETE, r r t) USE S+LICONIZEOACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH I B .K B Q vUIKEM116ADHESIVECAULKORAPPROVEDEOVAL. S) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF wwOGw FLNGc'. W.N. Y r 6) IF EXACT vnNDO- SIZE IS NOT LISTED IN ANCHOR CHART, USE N aNCHOP. WAITITY LISTED WITH NEXT LARGER SIZE, FOR T: "4 APPROPRIATEDESIGNPRESSUREREO'0. 7) GLASS THLASS CHARTS. ICKNESS MAY VAR YPER THE REQUIREMENTS OF ASTM 1r_ \4 E1300G+V^ f6) LETTER CESIGNATIONS ON THE TAPCON 'LOCATION Ci+RPT INDIC --- WHERE TA CONANCHORS ARE TO BE INSTALL "'0 `NHEN US;NG T-E I Il 0 EXTERIORELEVATIONASAKEY. 9) ALL FACTCRY APPLIED TOLES NOT OESICNATED FOR TAPCOIN 1 l J `(' - ANCHOR SHOULD DE FILL E0wITH JP SCPE-.- OF SUFF'CIE,N; I_TH. TO PROVICF MIN. ;/B IN. EMBEDMENT INTO WrQO EUCK, 10) FLORIOA EXTRUDERS IGOO SERIF; SINGLE HUNG .5 SHOw, PRINTa!50 APPLIES TOT _ FLORIDA rA'RLOE S S:OG :•_ <0 I (_— ; / SERIFSSINGLEHUNC_ i lI I \J I I) I;) WHERE 'WINDOW I< IN5 =L'_=. IN b'.= Ch R" "-E VR10W:rr; a — — — / S TRUCT'.AL TWC• BY K_ - =J':/ _ _ _ ,AI _ _ SUFF!CIE 1 ENGT- -1E'/E 13/? M:N _ 0!.:EN `• - % - I r .` 1'J: _ % I E Iy (r '` f _ v 37 SIZE NOT AVAILXBLE IN 1000 OR 1500 SERIES. INTERNATIONAL. IDFLORIDA EXTRUDERSO, RA TITLE: INSTALLATION SGL HUNG 1-1— ICE ;: (NDI - S= R i =S 1000 . 1500 E 2000 . D0A' IYNBY: i APPROVED BY: SATE_: i iJ; !77/IJ _ ;SCALE:'.-C DWG..-LEX001 •-S SHEATHING BY OTHERS 8 INSTALLA I IUn WCNflR SCREV tTYPJ EXTERIOR FINISFI J BY OTHERS / PERIMETER CAULK J BY OTHERS FIN FRAME FEADER—j EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS B INSTALLATION ANCHOR SCREV (TYP.) SHEATHING BY OTHERS 1" HIM. 1" KIN. CAULK BEHIND FIN TVO BY BUILD DOVN BY OTHERS 1/("rwx. 18 INSTALLATION I SNIM SPACE ANCHOR SCII'V (TYP.) SHIM A$ REO'D. I TVO By FRAMING SEE NOTES) BY OTHERS CAULK BEHIND FIN FIN FRAME JAMB _ DIES SHIM AS REO'D. 1$HIM AS REO'0. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING A' - SEE NOTES? GLAZING (T TP. SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/{-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. - SEE NOTES) v(. NA7C 3) USE SBJCONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. n 1'iDK SWN SPA {) USE -SRJCONRED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF L " TS 0®C101i fix, WWOOW FRAME. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS X CHARTS. SINGLE GAZING IS SHOWN. INSULATING GLASS 15 ALSO OUM,IFIED. - ! 6) SCREW ANCHORS AT HEAD. .SILL -& JAMBS SHOULD BE I8 SCREWS OF SUFFICIENT 8T DTIERS LTH- TO PROVIDE MIN.. I UL MIN. EMBEDMENT INTO WOOD FRAME. PLACE I8 SCREW ANCHORS 6' FROM CORNERS ANO 24' O.C- MAX - EXTERIOR •yr.,t lx.'^ 7 BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY EXTERIOR FINISNOTHERS. BUILD GOWN MUST BE OF SUFFICIENT STRENGTH TO AOEOUATELY hBYOTHERS. TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO - APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &, 2000 SERIES.—VINDOV vIDTM PERIMETER CAULK 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF BY OTHERS THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750. & 2000 . SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. B'$ 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE SECTION D MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING <TYP. SEE NOTES) FIN FRAME SILL SHIM AS REO'D. — SEE MOTES) / SECTION A -A L 1/r wax. AIM SPACE EXTERIOR ELEVATION TVO BY FrAM:Nr 9Y OTHERS r _ ft-u1 CAULK BEHINC FIN le J6A DIP- fa r t s)2 20D2 IwIT IwIT EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL, INCSANFORD, FLORIDA TITLE: FIN INSTALLAi1CIN DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: BB APPROVED BY: DATE:02/14/02 (SCALE: NTS DWG.: FLEX0037 I ONE BY BUCK BY OTHERS CAULK BETWEEN VINDOVFLANGEiSHEATHING PLYWOOD (TYP.) , BY OTHERS EXTERIOR FINISHITOTHERS PERIMETER CAULK BY OTHERS WINDOW FRAME MEAD WINDOWHEIGHT EXTERIOR WINDOW FRAME SILL PERIMETER CAULK BY OTHERS EXTERIOR —\ FINISH BY OTHERS INSTALLATION ANCHOR MIN. EMBEDuBEOUENi a10 SCREW BUCK WIDTH 1/4 11". SHIM SPACE BUILD DOWN CAULK BETVEEN BY OTHERSALSOAPPLIES NOTES TWO BY FRAMING TWO BY BUCK L =14CRE TE TO SILL) 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. BY OTHERS BT OTHERS - ALLOWABLE SHIM STACK TO BE 1/4-, 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. III 1-3/8' MIN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFIOENT LTH. TO ACHIEVE SHIM AS REO'D EMBEDMENTLE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 110 INSTALLATION ' SEE NOTES> INSTALLATION SCREWS AT HEAD &JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' L10 SCRE W Y Y MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REQUIRED. INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS & 24 IN. O.C. MAX. , ,.... .. WINDOW FRAME`CAULK?BETVEEN, r 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT WAD. SILL -& JAMBS. JAMB p ` VINDOV:fIANGE S) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEALAROUND EXTERIOR OF GLAZING i VDOD,;BUCK J - WINDOW FLANGE. iTp. SEE b T x n1/4" MAX. SPACE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING (LASS 1S ALSO QUALIFIED NOT ay In SNLM 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY.F OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY J(T. TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. CUNCRCTEuo" kt 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF _ r s KASONRT THISPRODUCTTOTHESETWOCONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK ,:. BY OTHERS SHINASRE. CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 BY OTHERS SEE NOTES) SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW WIDTH MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. - EXTERIOR FINISH+:•:¢' - GLAZING ( TYP. SEE NOTES) SHIM AS REO'D SEE NOTES) CAULK BETWEEN d ' VINDOVFLANGEQ 1 tONEBYWOODjBUCK CAULK BETV[EN WOOD BUCK t MASONRY OPENING BY OTHERS CONCRETE OR r I•,IA _ A MASONP,Y SF C I IO BY OTHERS BUCK HEIGHTLs w MAX EXTERIOR ELEVATION G tl- 1/ EN - CENT, FLORIDA B.O.A.A". MBEONE BYWOODHANUFAICTUERNAME: Y-__ BUCKBYOTHERS_ 1 " , ;-X T LfI { RASTER F'R.E # N IN$ TALL47I_N ANC`HO_ - rl r JiltDi: TA?CON . L :`I^ WINDOW HEIGHTQ Q r A EXTERIOR ELEVATION FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA TITLE: FLANGE INSTALLATION DETAIL W/ FRAME BUILD DOVN DESIGNER. FIXED VINDOV 1000, 1750, & 2000 SERIES. DRAWN BY: BB APPROVED BY: DATE 02/12/02 SCALE:NTS DWG.: FLEX0036 SHEATHING Br O7H£RS T r f / STUCCO J OR :SIDING BY ATHERS PERIMETER CAULK BY OTHERS SLIDING GLASS DOOR FRAME SILL INSTALLATION ANCHOR ... -'— DOOR WIDTH 0 1/4' MAX. SHIN SPACE INSTALLATION ANCHOR SHIN AS R£'O'O s8 SCREW " 11 TWO BY WOOD :2 SCREW SEE NOTES) I 1-1/8-NIN.• - •• BY OTHERS- .. TWO 8r WOODEMBEDMENT CAULK BETVEEN RS DOOR RANGE TWO BY WOOD SLIDING GLASS YD7HE'^^" BY OTHERSLSHEATHING DOOR FRAME CAULK BETVEENJAMSHOOKSTRIPL SHEATHING-, L GLASS DOOR HOOK $TRIP toN 1/4''1<AX ,, <SEE-NOiES>; Rn 1. , _ •' ) :: 31 SHIM SPACE J N T mod':. R rii. hWENDEDINSTk6TION ANCHOR i8 SCREVE. TEMPERED_GLASS, cTYP.IBETVEENDOORFIdNGE- L SHEATHING iDOORAM I4EAD i, _.. : SHEATHING .....-. ./ ; .• 3 {. PERIMETER SHEATHING BY OTHERS CAULK BY ...t..._'BY OTHERS 'TEMPERED GLASS f . H OTHERS 'STUCCO (TYP.) GLASSR<TYP.7 - OR SIDING a: r BY OTHERS SSTUCCOOlIB[NG j# BY OTHERS .,,__-_--••SLIDING-GLASS DOOR.__. .;. { s' < } DOOR INTERLOCK . , C I r _- y .. HEIGHT SECTION B—B :.,._ L K RI L, A,ET s H00 q1 0 DOOR MATERIAL; ALUPNtiUN ALLOT 6063., e . 2) -XD INSTALLATION SCPMVS MUST BE OF SuFrI&ENT LEMGT'liC ACHIEVE' Mlra EMBEDMENT ,r } { Or I-i/R' INTO VOO6 T+7CON TTPE' INSTALLATION AMEN62S AT SMA OUST BE EF ks,y t SUFFICIENT LENGTH TO ACHIEVE KK ENBEDHENT OF 1-1/4 INTO -MASONRY Cdt CONCRETE- .a .R.. 31 INSTALLATION ANCNOR .1 OM BACK OF TMII SHEET. 43 USC SiLICONIZED ACRYLIC CAULK BENNO DOD. FLANGE AT HEAD L IAMBS SH USE SILICWIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF -DOOR ..` 6T IF EXACT DOOR SIZE 1S HOT LISTED IN ANCHOR CHART. USE ANCHOR OVAMTITT LISTED VITN PCXTTLARGERETFORTHEAPPROPRIATEDESIGNSDOORSREO'D. :37lFORPACKETDOORSIZESUSECLOSESTBYPASSDOORSIZELCONFIGURATIONTOFWISHEDoPEMlt4"r.3b' T B b PLACE INSfALLATION ANCHORS. IN FRONT OF NOOK STRIA AS SHOvK 4 Xf } D> GLASS THICKNESS MAY VARY PER REOUIREMENTS 0'i ASTM C130O GLASS CHARTS._ ' -"1:Y, 9H DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OI RINSULATNGGLASS.+• - ;` ;NWTF" o I IDH JAMS / SILL CORNERS ARE TO BE SEALED VITH A SHALL JOINT %m SEALER_ ' - lU SHAM AS REO'D AT CA. SET OF INSTALLATION: ANCHORS. MAX. ALLOVABLE SHIM STACK TO BE 1/4-. I3H ALL EINSTALLATION RESENSMO MUST M MADE '0 CORROSION RESISTANT MATERIALS. . AI17HVNER£ •I• REPRESENTS MOVING PANEL AND 9' REPRESENTS FIXED PMHEL APPROVED CIhT ALL ONFI ARE +'> LISTED ON ANCHOR CHART ON BACK S THIS THEFT. EEXTERIORELEVATION (K> CC ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN On THIS GRAVING. NOLLVAP INSTALLATION MBEDM£N7 Sow GUS 'A-+•• •9-9' L NCA•bcSTRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED H O 1-1/4' MIN. c D CONE TRU. 2PANELDOORSHOWN1SHFLORIDAORIDaEXTRVDERTID00 SERIFS kID[r6 GLASS DOOR IS SHOVK THIS PRINT ALSO APPLIES TO i 2DD0 SERIES AID SW SERIES. d n IJ A p - LIBERALLY APPLY CAULKING UNDER. <`ll OP. SET SILL IN BAD !NSTALLAT MN 'ANCHOR OF CONCRETE 3/16' DIA. TAPCON S- CTiOIN A —A F2002 REV DESCRIPTION DATE INS L P I D A EXTRUDERS INT. INC. SANFORD FL. TITLE: SLIDING GLASS DOOR. INSTALLATION"WITH # 2 SCREWS DRAWN BY: 93 APPROVED BY: ATE: i21! 7101 SCALE: NTS IDWC 'LEX3027 S:;T 1 L'r I"aa S.H jA,,j5 TYF, 1 2 x 3/a T T,, ON- MULUOIN TOFrypicAq- VEPTiCA TUBE1]N J;. U.- MB I/ B 2-X 1/2 SELP PING SMS SMS jE NIA N-,:-\ TArNSZAL AT. -dz: DETAIL ix OR EX. 44 , 77L IN TE 4 - mlIj JAM9 1VL%'Do-i I FLAf*ES x o,LLION '7 8 X -14?SV F AREVE -X d-i/e Z* L'* i -ul 1* . - 5e, R, SMS J' '-I-TAPPING-SIMS Is get f S... bf -A -A 123 CTIL ----- 7 SECTION 8-8.: X 2 7 1-6- 2 7/16 X 3/E NSTAL' TUBS ffJLL1iIN L TUBE PJ-LION' 1"' Go S-K loorl S.H. SEALANT iF-TVE5NSCREV "ANO-0 TYP . #8 X. 1. JAMEVINDOV. FLANGES -TAPPI G SMS Lmum1&4B (TYr N A —A (7) SFCTIX 112 SELF y! TAPPINGSMS TAPPINGSMS7= 1 I PRECAST SIL.: ay DETAIL 9;, SEALANT jTlCFLANGES ps1-1/2 SELF RA3DJWKXALIL4IDA P WEND w FL S L KPLMN L HtLLla4 TAPPING Slus U 1, TAPPINIG SMS S 70TIQN' A -A (4) SFCT16W -A-A (31, TU A T X 4 X IIreX 4 X 3/8 ILLIIIINI TUPFMULL1NRz - Ri jaT' FROM EXTE' IGP Cc '-.4 rF'? NAT'oNAL, IN Flur .T:: FLORIDA EXTRUDERS 'NSAINFORD. FLORIDA c 1.8x '11/2 SELF xV;; sm TAPPI-iG VAS -T S i - 'Ll ; I --- -- " ANGE -c. - TAPPTINCSTITLE:,71, ER 10 0 Ci / 15 00 F G. VERTTCAI , MUL! I ON INTO HfIR I ZONTAL S 7 7. G THIE R S I D T' S HF2Df-OR L. T SEALANT7- 7 PiRc-SSUR- CAPACITIES VINZOd O.AW- c py. APPROVED BY: Typ.;CAL IMUWON TO CO.4,-R7l E C r7ppLlzsTO !A -WiiERE 1 " X 4' Q_ AILSEATANTBETWEEP" M; P.V,/DES!G4ER USE01EN-,;C)v FLANGES SILL <TYP., 2" x 47 _TUEE _h!4WP ili AR, MULL13 TWO F.W./DESSI N_", 3/4 SELFiILLITYF.3 X SF F CoNrRETE OR HASZNRYAPPINGsms BY &)-iErTAP S LNSTod_LAT!uNl k4oc;z wl Sxzzo'! C x24/12 TU QLi 10N 4, ll A -11 ki rvEJ;Eq4 a FN WEN!!" IFL- OIR7 C, 7_7 1p 2 71TI eAT ELF ) 08 X 3/4SELFI --- SMS to xTApPINGSMS, I F I77TF.)_ 4jHEAD .CTHEAb--(TYFJEN _.-SECTION' - A A-L1) r - r,, .- L4 nAN-GESA (21 51=UL _StCTlQN____•lon- V / V P W / DESIGNER t—Woc- F.WDESIC-NER S-_,LL <TYP.) SP-LSILL (TYP.) B x 3/4 SELF: 3-#aX 3/4 SELF fS N /4 SELF TAPPING SMS iipinufl SMSIX 2 7/16 X 3/8 - JTAPPING' SMS E X 4 X 318 I x27/16 TUBE MULLION TUBE MULLION 'N' ns IfTUBEmu-L 3 T_ ALANT VEW4 FLANGES TWVINBOVFLA ZE WILICIN T lp Lw q 7_ A 4SELFeY3/4 SELF TAPPING SMSfi moo S. 4_ TAPPING SMS "Co.: S.i CTION' A - A (3) _.HEAD (TYR, 4 SEi F HEAD 'TYP.) Ilk 11 SEALANT BETWEEN Sc- SECTIQ114 A -A (4' WJN-OV FLANGES TAP". SMS 10-10 P-W-/DESIC,4ER SEALANT BETWEEN S-LL ( Typ.- VINMi FLANGES tiEAD El C_.VArjO bx . 2/4 SELl- L 3/4 SELF TAPPTING SMS TAPPIN-r- SMS SFQTK,N- A -A (7 MEWED FROM EXTERIOR X 4 X; I X 4 x INTERNATIONAL, INC S FLORIDA EXTRUDERS SANFORD, FLORIDA ITME: S it :, i./ = '306 r ANH S H'_ -t- T 1 0 F 2 T NS Mt TONSECTIO141N' H C- ZQ-1NTA L s; S DE r ur, 1 2urc_ CAPACITIES BY: APPROVED 1 DP-6, W-NBY: 14— r7 Ti, u LION TO CONCRET tWS WHERE 1* 4iT1 X -f,TIUSE MULUONS ARE USE PzpltA,T L rL: 2- 4TYP.) v w UA xVSE FkQ Y2/4 SELF v I INGTAPPi.NG SMS OR MASONRY ArCONCRETEEY OTHERS p X I &ax Tf.;-' TUBE miji_LION-F-.-,. TUBE S 71 CA -ANT: ONE By WOOD WINDOW, FLANGE L' MULLION—_ 'BUrKBY OTHERS ULLI ; M 10NAQI R FLORIDA B. 0. A. F. SEALANT BETWEEI -,rl 49 X 3/4 SELV' Oe X •3/4 SELF..;, WINDOW FLANGEr IS SMS TAP INGSMSMkwnicTuuRNAME. V.MULLION coo S11. 011'a. 1, HEW: HCAD (I YR) TYP SEALANT'BETVEEN Ll Q i! A -A (2Y WENDOW MAKES— SECTIONA -A (1)'l_-..'.1-;.l _5EC N JE;, 6 LMULLION - LLOGOP.W./ DESIGNER .1100 SIGNER I I ,T F 7 .-.'SELL-, (TYP,) S LL IL . <TYP., 02X 3/ 4 SELF TAPPING SMS .,Izp e'X 3/ 4 SELF r TAPPING SMS 2 7/16 X 31/E 1000 P.W./ DESIGNER SILL (TYP.) X 2 7/ 16 x TUBE- muLLION.'..'_" TUBE MULL.I.0N f448 3" 4 SELF TAPPING SMS X x 3/ 8 4 SEALANi,BETWEETUBE MULLION WINDOW' F GE MULLION 4-'I SEALANT. BETWEEN yINOCIV FLANGE KjLLION. 98 X- 2/ 4 SELF OG X 3V4 SELF TAPPINGSMS 1.000i. TAPPING SMS1000 S's. HEAD (TYR) lrN SEALANT HCTION A -A Q A —A (4) WINDOW FLANGES 6. KULLION DESIGNER P,W./CESIGNERSEALANTSETVEEqj.. LOG - a F"" r FS11-1. ( TYP.) WJNDQV FLANGES SILL (TYP.) 4 X 3,14 SF_Lr L MULL' ION - IAFP!NO sms ga x 2/= SELF Oa X Z/4 SELF APPiN.15 Sms TAPPING SMS x VVE I X 4 X-3/8 L: 1C." i1_ nb If Iq . QETAIL 8 INSTALLATION ANCHOR 3/ 161 Dllc, TAPCON SCREW ANCHOR CTYF:.) EXTERNAL MULLION INSTALLATION CLIP MJLLION 1 1/ 4' MIN. EMBE LIMENT 7 A ViEWEC FROM EXTERIOR F 791• lUEL MULLION-. INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: S, !(- 1. - - C) _ !- - ,AN 1 '-'- SHFFT I OF 2 T ni 1lJ1 1 1 7,S; Jf JN LLJ, T- R S c— u 7 rX 114 Y: W APPROVED PPr OVED 19Y: 7' r=,; no : nAT-TSCALF: 7_ r)WG.: 1-Cl I X 2 X 3/8 ri1\1E BYi Voc, D 0 ETAi1x2x1/8 lacc SA IA_ HE i HERS ITYF.) 7 BE, ON K By ay E 0, TY"13 THER S XT #8 )Cl/2 SELF EMBEDMENT, SELF ' T.APFNG. -.SMSG zld A p !NCATIAEAANf-*TV&4 3Ae X z X 4 X a -SELF- 1!, 1. 1 . U44TT_ UN",Ecihl- fle 001-ve CUBE.ta .11: - -'. - .. - 1ms - -i, - _;'lZTA.P;1I.iG4V -Y t ., __ -.I - -- IIcrknN - , % I- APPINU :l 7' t p fYPiCAL.'UUUj0N.`:TT0-'. NCRETE;V. A;:W"(2 JO HEADSCTION4, SECTION' A_HUCU, A77: v _.. _77/16*- Ei .... - 4 ;T- IX.2 -7/if X 3/6 L JAM]B TUBEMULLION . ... . .... -Tot TAI ic." a MU-Ll-uN JAM3 ( TYP.) JAMEMP-) 41B x V;2 SELF TAPP: NG X 1/2 SELF X 1/2 SELF W TAP. INC: SMS TAPPING SMS - 44--i"'EmV 4 T SETVaN 1-1/2.SELFv VINMW FLAN—GrS F TAPPINGSMSI --SEALANTBETW_ N E T-.! t -SEA_,A 4T, EZTV,.N KILLIONe. FJ FLANGESVINMVFLANGES.- VINM KAJL 1W MULLIONSECTION: i —A RECAST S! L EY rT ER —w- F DCTAPPINGSk -TAP?ING Sf4S ETAIL r Sc7CTION, s E c i ON, A N RE: . CUIREV A —A xx3/ s TLIBE MULI 0. I x 4X116ITTTUBEM UL 1 N' Bib L OT F, fa AAD EE 1 JAMBTyp.) JA T:Jsml; Typ.: CC- FE i El Ti Q 5: x V7 Sc; F pi S X 1/p SELF INTERNATIONAL,'.-INC FLORIDA EXTRUDERS SANFORD, FLORIDA N 7;? 0100 1 5_00 FLAN' TITLE-- SH=T1, OF -2 . ..... T 2 0 F FOR 1;7 r APPROVED r !nRsw - YROVEDBY: MIAMI.OAC* J PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 MIANIT-DARE COUNTY, FLORI METRO-DADE FLAGLER BUILDI BUILDING CODE COMPLIANCE OFF Mr,-DADC FI,AGi.GR (BUILD 140 wir ri-AGt.cm S'I'RI L-1, surn. 1 MIAMI, FLORIDA 33130-1 305) 375-2901 FAX (305) 375-3 ONTMC: COR LICENSING, St-'C-r 305) 375.2527 FAX (305) J75. 305) 375.2966 VAN (305) 375- PRODUCT CON'rttot. Divis 305) 375-2902 VAN (305) 372- Your application for Notice of Acceptance (NOA) of, Etitergy 6-8 S-WXE Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by tite Miami-Dai 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 , product or material at any time from a jobsite or manufacturer's plant for quality control testing. If I product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if i determined by BCCO that this product or material fails to meet the requirements of the South Flo[ Building Code. Tile expense of such testing will be incurred by the manufacturer. c-r ACCEPTANCE NO.: 01-0314.25 EXPI RES: 04/02/2006 [taut ttoartsuez Chief Product Control Division THIS 1S THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS i3UILDING CODES, PRODUCT REViENV CON-TiMITTEE 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. APPROVE D: 061'05/200 i X-r- 4-" Francisco 1. Quintana, R.A. Director Miami -Dade County Building Code Compliance 01,11C Premdor Entry Systems 1. SCOPE ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIIZES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chaptcr 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-NVIE lnsiving Glazed Double 'Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single cinit applications of pair of doors and single door only, as shown i approved drawings. door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc desi ncd to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri, 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 -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRUNIENTS 6.1 Application for building permit shall be accompanied by copies of tllc 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 Oflicial or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this system. Mane l Perez, P.E. Product Co ro Exam: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 5 2QQj EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initii submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddet or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) 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 displayed,, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF "1'I1IS ACCEP" NC Manu Perez, P.E.; Product Contr scam Produ 'ntrol Division Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing 1 X I 1 2•0" 1 1 COP-WL-MA0141-02 1. 1 r 02-0419.08 Application Filed) r• I 52.0 1. 1 NO 2'6" 2'8" 2'10" 3'0" Not Listed Not Listed 2'8" + 1'0" Masonite1 COP-WL-MA0143-02 1.1• 02-0419.08 Application Filed) 52.0 NO 2'8" + 1'2" 2'10" + 1T 210" + 17' 3'0" + 1'0" 3'0" + 1'2" X0, OX, OXO j I 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO I 1 1'0" + 210" + 1'0" 17 + 2'8" + 1'2" 1'0"+2'8"+'IT IV' - 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" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO t 2'8" + 2'8" 2'10" 4 2'l0" 3'0" + 3'0" t 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10' 3'0" 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. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, U Oakcraff ARkEK" 1:1111-'µf,1.Ai1 kN1'µY 11C10KS Nen4-Fp AP 1 0. 79 2 Masonite International CorporationOmCDnUnu.".V Dnpla,n of p-]cu[I I'll DfO'rCmC N m)1(i SDcfrtic)l lnS, Ge1pn ]ntl D'Dtlu[I Oaitil ;W"Ca 10 OxV w4Nwt Wice, Glued Unite X X0, OX, OXO XX, DUO COP-WL-MAOI OD-02 FIBERGLASS DOORS 6'8" Height — Outswing 27 COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed f f 2'8" + 1'0" f fnall COP-WL-MA0163-02 Miami -Dade BCCO 02-0418.03 Application Fled) t• Rating f. 1 55.0 NO 2'8" . 17' 2'1 X + 1'0" 2'10" + 1'2" 3.G" _ 1.0:. 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO f 1'0" + 210" + 1'0" 17'+2'8"+17' 1'0" + 2'8" + 1'0" 1'0" + 3'0" + l'O" t'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" r 2'6" TV 2'8" + 2'8" + 2T Z1C"+2'10"+2'1V i 3'0" + 3'0" + TO" 2'8" + 2'8" COP-WI.-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + TV 2'10" +2'10" + 2'10" + 2'10" 3'0" ; TO" + TO" + 3'0" o t.e : 1. Dccr a: rangernents using fewer panels than wha! is shova n 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 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 OCCO protocol PA201, PA202 & PA203. IJak raft: AR M+. I .I:..w'I :,5 f,'IAY 00045 emn-T..—.fF4rf4,. tn.rf C.: AD,ii0. M2 Du, ;Orlulw.Ip proy,a'n Of pOcuM ;n)OfV lent makes specificai;Ons. desiyo ma Or00YC1 drlill ;v' tw to ch']nyt r+itiwo ponce. duu.•IT Ilon n p all,y Os.r• Masonite International Corporation. Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing X i 2'0" COP-WL-MA0146-02 02-0423.01 Application Filed) 4U NO 2'6" 2'8" 2'10" 3'6" Not Listed t Not Listed r0 t 2'8" + 1'0" EARMITIMJMiami-Dade OCCO 02-0423.01 COP-WL-MA0148-02 (Application Filed) OP flalling 40.0 t. NO i 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 a0 +10" 1 37 + t X3. 0x, ;;k0 1'0" + 2'8" + IT COP-WL-MA0149-02 02-0423.01 Application Filed) 40-0 NO I 1'2 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" — 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17' + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3 0" + 3'0" + 3'0" I XX, DUO 2,8.. + 2:8" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO 2'8:' + 2 F" — 2'10" + 2 10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA015t1-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + TV + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements us'.q fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembh/ detai!s are available from, the Masonite Ir!ernalional website (www.masonite.com) or from the technical center. 3. !r:si2'.'ation instrertioas are available from the iasonite International website (www.masonite.com) or from the technical center. Actu2i d_'sten.. pressure requirement for a spaci`ic cuil&g design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builoirlg codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak gaff 'VEK" I f.f i,K :1. .\tS I:N'1'MY D(1()I.{ W.l..w•JJy.pfu E: .rr Dens // j r.J . Of JI•r DJ•r, F,at-1.1o1 Masonite International CorporationCer (D•1Iald s'y ire, ;rs ef Uro4utl ircprOEbxnt :+ales ipcof:z:nrs, Ctsgr ::. gn:.ct Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing 1'Singles1 X 2'0" COP-WL-MA0166-02 02-0423.03 Application Filed) 47.0 1. 1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO 2'8" + 1'0" COP-WL-MA0168-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 1'2" 2'10" + 17 2'10" + 17' 3'0" + 17 TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 1 Y' 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 PA202 & PA203. O akcraff AR EK`" El,lI Y,I>OOlts nb.fT..aur.d Fa».ala"&" Door C,, L April 29.2002 Our COnlmuing D10013- o1 p10duCl imDrOvtmtnl makes SDmilkaiio.. demon and pnoduci Masonite I n te r n at io n a I C o r p o r a t i o n detail SODIecl 10 Change w4tt0ul notice. Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing X Singles(width) 2'0" COP-WL-MA0101-02 01-1031.01 W • • , 76.0 1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed 1' 1 ,M-mg 2'8" + 1'0" IMP I COP-WL-MA0103-02 t'.i' - 02-0109.10 Application Fled) 55.0 NO 2'8" + 1'2" 2'10" + 1'D" 2'10" + 117 3'0" + 1'0" 37 + 17 X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 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-MA0102-02 02-0109.10 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-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4, Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 O ak r L AR -k EK'- FIHF.Nf I(,Ass F, N'INY,000Ns N T.+e"W F—O..(-0— C., a 0 Ap,n29, 2002 0"1mel,o gV,oO.1o,od"a+0--emmakespcercnq"s,denv"ndmoduo, Masonite International Corporation aeon 6 1101. CNnpe whom n."Q Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing 2'0" 2'6" X 2'8" 2'10" 3'0" COP-WL-MA0121-02 01-1031.02 t 76.0 Impact Rated NO 3'6" Not Listed Not Listed Mujtiples 2'8" + 1'0" 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" COP-WL-MA0123-02 To" + 1'0" 3'0" + 1'2" k., i 02-0109.09 Application Filed) DIP Rating 55.0 Impact Rated NO X0.OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 1 2" 17 + 2'8" + 17 1'0" + To" + 1'0" 17 + 2'10" + 1'2" 17 + To" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + To" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" To" + 3'0" + To" + To" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O akcraff AR 4 EK'" om h'INh.'jt01... S.S h_N"1'MY •000— D"o.• V• Apra 29. 2002 Masonite International Corporationburcontinuingprogramofproductimprovementmakesspecifications, design and Product detad subject to change without notice. Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing X Singles (width) 2'0" OFMit Rfilr;TMi. I COP-WL-MA0106-02 W1• 02-0109.08 Application Filed) 1 70.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed M Ilplu, MasoniteInternationali 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 02-0109.08 2'10" + 1'2" COP-WL-MA0108-02 (Application Filed) 37 + 1'0" 3'0" + 1'2" X0, OX, OXO 55.0 1 1 NO 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + 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-MA0107-02 02-0109,08 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-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 210" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. O a4raff 1. AR EW" m eI 1., e:N'1'NY I)OOICN N T-F 1. E",n 0I 1 AD,J 29. 2002 00r COnl,h.hg Dr00ram d: DrDd,C1 v D'Ovemenl Masonite International CorporationmakesS ,hCa ,dns. des,Qh and V,00, I dela'I s001EC110 Change with0ul n0l.ce Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing X Sirigles, 2'0" NUTTIM174—MEM., COP-WL-MA0126-02 t.l' 02-0109.07 Application Filed) I I I 70.0 M. NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed 1Multiples 1 2'8" + 1'0" MasonileInternational,. I- 02-0109.07 COP-WL-MA0128-02 (Application Filed) 1 , 11111111101120192 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" IT + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'D" 17 + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 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" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201. PA202 & PA203. Oakcraff If I ..1 AR k EK" E.rlurirelr from VIHI. KGI-ASS FNINY DOON.S r6.qE Em Do"n April 29. 2002 Our Conon"'no D'wp oIp,odu imprpv .make,",tiliCA—_ oe,.pn aM Drod.11 Masonite International Corporation a"t 'f'.b"C11p Chanpe wilho"I no,iCe. X Unit 6' TYP 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening Width of door unit plus 1/2" Height of door unit plus 1/4" MID-WL-MA0001=02 SINGLE • • Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #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 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. April 29, 2002 o....,r o..., Om commumq orogram of u.oduo morovement makes specd-Tons. des,gn and Oroducl detail SubjKl t0 Change wilhoul noliCe. XO or OX Unit I SINGLE DOOR WITH 1 SIDELITE 3' 6' 6' CL TYP. TYP.. TYP. TYP. 1 1 1 1 1 1 1 6' TYP. 6'8" 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. Hough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" IF t .t t t Latching Hardware: r Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16"Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. E •Iv..ely Iro. PREMv'n(.J/,..:, April 29 20-72 Masonite International Corporation I)Ur lOrrt'.- J JJrJnr UI' UOU I nr;l•>.fnifnl nUhf1 SIM[IC,I•Ur:l design anc ),c co acud sl Dject to coange wnnout nonce. Ox0 rtlt- I Unit SINGLE DOOR WITH 2 SIDELITES 6- 3• 6' TYP. TYP. CL TYP TYP. i i 1 l l I l 11 1 UNIT 811' UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" T T f T t T T T T T T Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness 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. WS uluur Y rom AD6129, 2002 Masonite International Corporation Oor co'ru w"Q BruUUm UI I-0- vr. n(01 r r Iri Slrf(rl,rJl Un, ot"U" Jiro t u0ucl 0,101 SULIMI 10 ;r,gewilhoulJ110tl MID•WL-MA0005-02 Unit DOUBLE DOOR WITH 2 SIDELITES Cl TYP. TYP. TYP. TYP 1 i i i i t i t i i i i t 1 I TYF 6'8' 13- t t t f t 1 t t t t t r r CountminimumFastener 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0• UNIT 5/16' 17-1/8• MAXIMUM ON CENTER TYP. r r RoughOpening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include k8 and #10 wood screws or 3116" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. e.cj"..ry rrom APO 21iM " Masonite International Corporat,o Our com,nu,ng program 01 product • pro,emen% makes specitgatI M. des,gn and prooun detail subject to [nange wdboul not-ce XX Glazed Inswing Unit APPROVED ARRANGEMENT: pA.. n O COP-WL•MA0142.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 67 x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeh 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 00 00 00 00 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: n n El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be Used in the following door style: Eyebrow 5-panel with Scroll. Oak raft AR k EK`" w,i. r. r, r.r.,r I IIfNN(LASJ LH'INl'*UVONI O"'a"'•enir o^^^ Uvnf/,.r/ i April 29,2002 Masonite international Corporation Our conunm.g program of prodoct .my"emend makes speu5auons, deSign andproduct Wait subjeci to change wnhoul noPce XX Glazed Inswing Unit COP•WL•MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114, 120,122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, 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). I , "" &-X 5 - State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oak raft AR k EWj •uc r:en,s t.njkr*unues a,.•p,., c.,.ro.. Vry April 29, 2002 Our contmumg program or product improvement makes specifications. design and product y.f., PREMDC1?4,j1 M a s o n i te I n te r n at i o n a I C o r p o r a t i o n detail Subject to Change Without notice. XOorOX Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size = 6'0" x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: 00 a0 °an ao 00 00 H 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n m uu ii ° a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This 913ss 4d may also be used in the following door style: Eyebrovr 5-panel vnth scro 0akcraff AR k EK'" E.r1... o.., 11111. N 1:1 A I.1 CN 1'N 1'*Or)IIH,i rvo J.-d EA.rrla E..v)Ooon PREM'.u' April 29,2002 Masonite International Corporation Uw co i.n.op .•oV^ a proavu .w•o.m.cm .....<: iucc.ecmrov. a<vv^ r.w >•m:,.c. thud s a Ic c^ng u,lin6ui nolltl! - XO or OX O ' ' I ' t Glazed Inswing Unit . r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 0o an 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L. 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections)_ 1 t / &/L, State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak_raff AR k EW 1 rlILI:I: r-.\. L\'1 H\ I)r II1N Non-Tr e,.W r-0«Elam Euv, Dover April 29.2002 Our connmmn4 orognm of produ0 mow,ennem makes smobca bns. des.On and oroducr Jeu.l S,,eCI to Change wnnout nonce E tlutve lY rruu PREM C;.'iu•r,o i;, Masanite Int2rnatianal Corporation Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: 1 o z o. Single Door with 2 Sidelites Maximum unit size = 9.0' x IST Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. COP-WL-MA0144-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design andgeographic locationis determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ou uu n ° a 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R7L. 24 R7L 107 Series- 108 Series 304 Series Series' Thls glass kit (nay also be used in the lollowing door style: Eyebrow 5-panel with scroll Oak raft AR k EW I ENGL-Y' IN IM 1'`UII1) N ti r- Ee..N.. E-1 D-1 i.../i. ICU I a April 29.2002 Masonite International Corporation ou. tom.w.np P..o— of d.odu mdrovemenl makes SDKdrtmrons, a-pn and d.od— d1W Mill, to cNnpe wdnom nonce 0X0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: e 5 I I 00 404 Series 410 Series 109 Series 114, 120,122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff ARk EK" 11 ULN GLISS L..IN\ U110-1 mow.-T..urW F-0wE.. E,;;O0w April 29. 2002 Our conl,numo orognm or oroduct enoro.emeni makes sotedicaWS. Oeeign and MOW delad Suojeel to change wilr'oul not.Ee Masonite International Corporation OXX0 Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL•MA0145.02 FIBERGLASS DOORS J.r is A O n/fir SYf. J 4 1 * O Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door with 2 Sidelites Maximum unit size - 12'0" x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: o a o0 od n 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also he used in the following door style: Eyebrow 5-panel with scroll. Oak raft AR k EK' M I:IIIIN(:LASS LNI'RV DOORS —T.—F— Env Dw.. April 29. 2002 Masonite International Corporation Om Comm„ Ong o1ogram a g dnlu0 InID—emem mawes sgeu+¢m,ons. desngn and O,oduel aeon woieu to mange wnnoul nolae OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 0 0 0 . 0oao0 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: NSF 129 Series 200 Series 12R, 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 / aaf State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EW I I%Lit G L,N%S LraIN\,VUUµ Fgo.Te.mreO Egersu bv, Doon PREMI"'R- - °' April 29.2002 Masonite International Corporation OW Con0nym0 p,0yram of Clod- , 01.ement maSCS So11111 ro0 OeSgn and 0100.0 detail SUOIeCI to Change without no1.Ce XX Glazed Inswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0" x 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressureand impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n ao 404 Series am on 0o 822 Series 108 Series OaK raft n i CorporationInternationalMasote R EK" nrnLNGLA.SS LI`+IKY DOORS taon-t..w..a rc..p,. E.nvr Door Aprit 29. 2002 Ow connn„,nC i g,am or o,odud mg emenl MACS soeurrcanons. design and D,oaoc, dead suniea io change ninou, nonce. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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). EX 5 r ^ ' State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ARkEK" w .Da•,Yanrc.rD e i a.•,- E-, Doo•. Apnl 29. 2002 0., Feu ..DD.— or d- — . .eme"E ^,awesdMMAI19ahaeye ..aeD00 coral D PREM ;aZ-,.//, 1 Masonite International Corporation XO or OX r : t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. O 4f Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size = 6'0' x8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codesspecify 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: am an 0o 822 Series 1/2 GLASS: n El ao 404 Series 108 Series O akcraff AR -k EW r..l.:..1. ,.•m Y ..1.•f I lu .I II II I N(:I..\\'\ I: v'1'Hl' nf111H1 NomT..w.•d4.,0aaa En"r Upon PfifM.^ivi'/../•'/..... 111011 n QUIIiI{ 08411 April29 2002 hnasonite International Corporation Ow conewmo oloolxm 01 Dlodua m.o.o.emml nukes snecrocal ronz. desgn and V. Iaf delen s olru m CW(ie +.dnom neocu XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE.STYLES: COP-WL-MA0148.02 810" FIBERGLASS DOORS 1 0 - 300 Series r 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED 1N ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakgraft ARjEK` rtOgMri1 s LNIKY1?0014) N"T..WMFOrrau(MI DWn April 29. 2002 ON ConbnmllQ pr.gq a1 p,wa o improvement make, SvN f.cml . aeLon aea praapO aeu.i woiecl 10 cnalge wnnaul no Masonite International Corporation Ox0 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT. iF," - O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size = 9'0" x 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 00 404 Series 00 00 822 Series EJ t 08 Series Oakffe.raf t AR k EW oT II.E.6L.'s L., I'N V 1).—I —T--d rOe,—Envy Ooo.. April 29. 2002 Masonite International Corporation Om comnumg propum of p/oouct impr0101V1 makes somMalans. oei1041 and produU delad subject to CNnee Wdhout not.ce. Ox0 Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITESTYLES: 8'0" FIBERGLASS DOORS 300 Series r 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). I Z' f / &-X3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" FIOLNGLn SS LN'1'Nl' UVONS +nEnv, Open April 29. 2002 Our continuing program of product improremem makes SpecdUIOM. design and product derail suhlecl 10 change wilhour ..lice. E.<I yirely from /,[ 0. 11F. Masonite International Corporation OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O Oy Double Door with 2 Sidelites Maximum unit size = 127 x 87 Note: Units of other sizes are covered by this report as long as the panels used do not exceed To" x 8'0". Design Pressure 40.0/-40.0 Limitedwater unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: DID 00 00 822 Series 1/2 GLASS: n 00 404 Series Oak raff AR k EK" I:IKIKGLAS\ LN'r.' DOOK.t N T..e.r.d F—tut, Fwy O= April a 2002 Out conl—,ng O,ogram Ul 010utl no—emenl makes scum-kahmns. design and ptdauCl delad subject 10 change wutt0ul Witt. 0 108 Series t.ael.elr liom Ou n Y Doe Masonite International Corporation OXX0 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: Bel 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, PE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oak, -raft AR _k EW IMI IfIM(:l\ti\ LN rMI' nr1nN Ne..r.. u..0i.pe.rau E-Doo•. ApH 29. 2002 ODr DOnlmu,- Dlppr>m OI pod.d d1W S.blt ID thdnQt w IlIODI n01r• Qs..OpMasonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6V x 6'8" Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specifythe 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: 0o 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 M M 0 0 a 00 00 00 00 00 00 105 Series 106, 160 Series- 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series* This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. O ak raff AR k EW o_ I `I II I: HI:L l:'I Hl'`DE11)Nl Wn.T.. r.eC fEe.rau E.,v Dmra i m OV.IiIE D April29.2002 0u,COmmOmg D. Q_ Or 0,0_ m O.Ov<mM1 Masonite International Corporation md4ES SDCtd G]IpnS. dESign >Dd 0,W.1 Deud suDKn to mange ..M., -- XX Glazed Outswing Unit COP•WL-MA0162.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 77 h 00 404 Series 410 Series 109 Series 114, 120,122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.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). af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EKF" I `IULN(:k \.'11:N-1 Nl `UUUM1 Non-T..wea FiE..r.v E- Door. April 29, 2002 Our Conlmu,no prooram 01 product 'unprov 1 makes s"cibcXions. de5 pn and product dntV suoie11 10 Canoe wnnout -0- lus.rrly r.o•. PREM =' .11_1, , Masonite International Corporation XX Glazed Outswing Unit 81011 FIBERGLASS DOORS APPROVED ARRANGEMENT: a yf EQrS h?r' Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Double Door Maximum unit size = 6T x 8T Design Pressure 47.0/-47.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed —see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: am as as 822 Series 1/2 GLASS: Oak raft AR k EW FIBLRGLASS EN'I*Kl UnnNS —T.. dF—,. EnvyD— Apn129,2002 our Conn g orovram or wwo —a—cm— moos sdetd-i—s. @s,o, a-d orod- deia.lsuo"d to cht qe wrlodUl W.Ce El 108 Series E.tl frr<ly Irom Masonite International Corporation 4 OPSsaTIONAL.CLASS A 112:ACTLIC AVAILABLESECTIONB-a) C ffjFQh.wlmjlFwl 3 5) INTFRNEOIATE STYES FOR 16' WOE DOOR. A ACHED w/ roc-L-LDc oP : REV. N0. AND URETHANE AOHESNE ( AM) 1 2 DATE: ECN N0. 11/nn 1 REVISIONS DESCRIPT OTY (1) WAS (2) FOR TRACK BOLT 20 GA MIN. ENO STILES ATTACHED TO DOOR SKIN WRIT PATENTED TOG-L{OC SYSTEM TOP. BOTTOM k CENTER). V HORIZONTAL DOOR ii(r 13 G CALV. STEEL FLAG BRACKET, EACH FASTENED TO WOOD JAMB WITH C rCILV. 6" WOOD LAG SCREWS, LISTEDdQM' DOUBLE TRACK AVNLA13E AS AN OPTION NEW 'C" NDCHi 'L• x L TRACK, eCKNESS:.060' i- TWOPosinom G ETc-ACERSTEEL TRACK BFACIfET. TWO PORTL.00KIIIC CKETSPER SIDE. m $ tNR TOP BRACKET REPORT#9606C HOR20NAL C 3" x 20 GA. U-BARS. IXxnLc tt1 U-BARS W A 2-1-2-1 LOW HFAryxnu aPnOfH PATTERN OE, TWO U-BNtS ON BOTTOM SECTION. ONE U- BARS ON NEXT SECTION. ETC.) 1txS/6' SHEET uETA1 SCREWS LOCATION OF 10 OPTIONAL VEKrSAOPTIONAL OUTSIDE KEYED LOCK POSITION lux. DOOR WIDTH _ la'-Qo 0 WSIDE ElEVA710Ns I/ a x3/a' SELF TAPPWG SCREWS. 14 GA. FM HIN •FC Id f IN}iRYFnIAj[,jBBGE NOTE 1: 1 2 x3 LAC SCREWS 0T1 19 CENTERS. 1 WWI MEW 'a NEW 'C• DOORS UP TO 7'-0' T6GI1 CONSIST OF (({) SECTIONS (S/TOWN)). FRONT ON UTSWRIU,V. WASHER REQURED. lICSCREWS WAY BE COUNTERSUNK DOORS OVER 7'-0' NIGH CONSIST OF (s) SECTIONS (Nor SHORAN). cwnM ON OIfISH1E SVRFACE (BUT NOT=RED) TO TMOAOE A F111511 MOUNTING STOP MOULONG BY DOOR WSTAIER (TO SUIT) SUf3ICE NCe20NTA JAIJ85 DO NOT TPANSFFR LOAD. 20 CA MIN. CALV. STEEL END STILE n n 2x6 YELLOW PINE JAMB _., _. y 2• TMICK OPf10NN 10 cY ncW 20 GA GALV. STEEL BITER. STILE I I/B JCRrL1C UIE -:r1E B 110LDED INSIDE SECTION R-BTRACK 11IE RETNNER - BAACNETS FASR7/ED TO M000 JAYB 23 GA MIN. STEEL /BxJ/!' PAN ITEM SCREW SKIN COATED WIM G- b WIN. (10 SCREWS PER LITE) 3 6 x{ SLEEVE ANCHORS fW 21 CENTETtS (C-90 WITH ONE 3/16'x1-3/6' LAG SCREW GAVNVIZWC, 8N(ED-ON PRDAER, BLOCK) Oft 2!' CENTERS (2,000 PSI YW. CONCRE, OR PER TRACK BRACKET. AND A BAKED -ON POLYESTER I a.{' TAPCON SCREWS ON 17-1/2' CENTERS (2.000 /T r5tf TOP COAT APPUEDTO ROTH SNAP LATCH ENGAGES PSI MW. CONCRETE,. WASHERS INCLUDED WITH FA4 iERER (ONE PER ROLLER) 18 CA CAA. STEEL CENTER HINGE SIDES OF STEEL SKIN. 12 LE CALV. STEEL E TOP ONTO WRTICALTRACK ONE SNAP LATCH ONSLEEVEAcHOS' I' O.D. WIN. WASHER REQUIRED2' GALA. STEEL TRACK FASTENED TO la GA CAA. SIFFE. ROI1FR W FASTEN O TO INTER. STILES W(4) ROLLER BRACKET. EACH ETCHSIDEOFDOOR. WITH TAPCONS. ANCHORS WY BE COUNTERSUNK 12 GA CALV. STEEL TRACK BRACKETS. /FASTEN/ED TO ENO STILESEACH w a) {Ilx3 B' SHEET 1/ETK SCREWS. BAACKEf ATTACHED W/(a) INTER. STYE (BUT NOT REQUIRED) TO PROVIDE A FLUSH RAC ONE 1 ED To6EACH BRACKET R UT ({)41%4'.3/ TSEF TAPPWG 5 PER END HINGE. ItxS/6" SMEET NEVLMOUNTINGSURFACEHORIZONTALYNBS00NOTSHIPLAPJOINTS. ERAS. TRANSFER LOAD. WITE TWO I/4" OW RNEl T OUTSIDE KEYED HANDLE END END 2" OW SHORT STEM. 10 BALL STEEL ROLLER. Ia GA CALL, STEELENDHINGE. EACH SRC INTER. m JAMB CIng CIRATbN MARK P.ERn48P.E. FASTENED TO END PREPAPAiIONOF .UIIBS BY OTHERS- SECTION C-C FLORIDA P.E 1a6t95 STYES W/<a) 14.5/B' INSIDE HANDLE rnLE NORM CARGUNA P.E. /231132 SHEET METAL 3' TALLU-BAR Q (4) 1/a"x3/{" SELF OIITSIOE KEYED LOCK LOCK BAR 20 GA GAV. STEEL TAPPING SCREWS. ATE ENGAGES INDESIGN LOADS: +24.0 PSF h -24.5 PSF MAN. YF1lD STRENGTH: 50KslTRACKSTRUCTURALELEMENTSOUTSIDEEACHSIDESKALNOTEBETTiERMPonDESIGNyBITHEPROFESSIONALOFTESTLOADS: +36.0 PSF k -37.0 PSF I x 20 OA. CAA. STEEL U-BARS END SLOE BOLT HANDLE OF DOOR. RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE W A 2-1-2- 1 PATTERN (I.E. iW0 U-BARS STILE LOCI( ENGAGES TMIS DCRU.ARMNC BUILDING CODES FOR MELOADS LISTED ON AOt 5 (s ss16wE PART NO.: - I-7/6' NK ONBOTTOMSECTION. ONE U-BMR ON NEXT -INTO VurrAL SECTION EEC.). EACH U-BAR ATTACHED (RACK. ONE KrcI: A WITH 1//a'a3/4• SELF TAPPING SCREWS LOCK ON Conna.nual/ProWiKary 5+rwma0m unleaa Statea oenerwiae 312inn. A $Uik I600 PFR SfIIE LOCATION, EACH SIDEart%11PAY BUILDING Pi4" CO. TOLERANCES ere IDEAL Cincinnati OH 45202 O DOOR, is wlm:..e Aa.aw and r - (d. No. 1-13-361-4600 aae...e..—. e.Pr—. .0 = t .03 9UM Om Comm Fax No. 1-513-762-3519 INGYY cI ITC MIT moOA m•o1aYa, ax elaIHYAM SECTION A —A (SIDE NEWT LOCK OPTION .mlo.e m wbr __L FW m .00 = t,015 DESCRIPTION: MODEL 6R5T W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD e.... w. Bowe— roan .000 t,005 13 GA CALV. STEEL BOTTOMBRACKET. nnanry r« aM da^ anJ DRAWN BY: BMM DATE: 4/18 00 SCALE: NTS ATTACHED WITH (2) /14.5/6" SHEET METAL SCREWS. 7 Iwaaa Tee N tMrMrarn. .0000 = t.001 / DWG. R AUMNUN EXTRUSION + J1 Degrees = t 1/2' CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF I SIZE 1J k NNri WEATHERSTRIP. Third Mgle _ Unless Stated Otnerrriae Projection DIMENSIONS ARE IN WCNES. DWG. NO.: 102138 REV. NO. 1 4 3 J 2 ca 1 17 W-_ll I FI=- 111IFM71 MODEL: 6R5T (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN) LISTEDOPTIONALOSBG1.A55 OR 1 8' ACRYLIC UTES AVAILABLEIQ" 1) INTjlo).LATE STILEATTACHEDW/ TOG-L-LOh BOT) SECTION B-8) A. MIN. END STILES ATTACHED TO DOOR AND URETHANE ADHESIVE ENTER) WITH PATENTED TOG-L-LOC SYSTEM BOTTOM k CENTER). Iry —fL0 0 Ao REPORT#9606C I 25 GA MIN. GALV-/ Y LOCK POSITION BOTH SIDES) STEEL KIN COATE6 WITH A 13AKKEDSON PRIMER, cz TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH DES OF STEEL SKIN. ONE 3" TALL x 20 CA U-BAR (50 KSI) PER DOOR SECTION. ENp SLIDE BOLT I STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE M OPTD NATL VENTS '—'- A OPTIONAL OUTSIDE KEYED LOCK POSITION LOCK SIDEEACHSIDE OF DOOR. MAX. DOOR WIDTH 9'0" O 114x5/8" SHEET METAL SCREWS INSIDE SLIDE BOLT LOCK OPTION NOTE 1. DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). O 1/4'x3/4' SELF 0 TAPPING SCREWS. 14 END HINGES 18 MEW 'B GA. INTERMEDIATE HINGE MEW "C 2x6 YELLOW PINE 12 GA. CALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16"x1-5/8' LAG SCREW PER TRACK BRACKET. L I 1 REVISIONS DATE: ECN NO. APPVD: I DESCRIPTION 11/00 — MWW I QTY (1) WAS (2) FOR TRACK BOLT 2' THICK 3" TALI. U-BAR 20 GA GALV. STEEL T lI HORIZONTAL TRACK SUPPORT 8Y DOOR INSTALLER (TO SUIT) D 13 GA FLGALV. STEEL AG BRACKET. 16 GA. GAMSTEEL Tap EACH FASTENED TO WOOD JAMB WITHROLLERBRACKET. EACH IBRACKETATTACHEDW/(3) 3) 5/16"xl-5/8' WOOD LAG SCREWS. s1.4x5/a' SHEET uETAtEI NOTE: DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS SHIP LAP do NM = AVAILABLE AS AN OPTION 14 GA.CALI, STEEL aENOHINGEEACHp FASTENED TO END SR1E5 W/(41 /14xs/e' n DOOR HEIGHT 6 -6 702' GALV. STEEL TRACK, 76 SHEET MLZAL R .L• MIN. TRACK THICKNESS: .060' _6 @ (4) 1/4'x3/4' SELF 2 8 -0 88TAPPINGSCREWS. CaW 3' TALL x 20 GA GALV. O TYP. 2-1/2"xl2 GA GAILY. STEEL TRACK BRACKET. STEEL U-BAR. ONE U-BAR Z 4) TRACK BRACKETS PER SIDE. PER SECTION. EACH U-BAR ATTACHED 6 WITH TWO 1/4'x3/4' SELF TAPPING 0. SCREWS PER STILE LOCAnON. O LHR TOP BRACKET DOUBLE HORIZONTAL TRACK FRONT FRAMECOATINGON WITH U.V. OUTSIDE SURFACE DOUBLE TRACK 13 GA (ITY STEEL BOTTOu LOW HEADROOM OPTION 1ERTICAL JAMB ATTACHMENT 4W000 FRAME BUILDINGS): BRACKET. ATTACHED wrrH TWO 1/2"x3' LAG SCREWS ON 24 CENTERS. 1' O.D. MIN. /Las/e SHEET uErr1 SCREYIS, ii n WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK SSB GLASS OR OPTIONAL 10 SCREW BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING ALUMINUM EXTRUSION 1/g' pCRYUC LITE WINDOW UTEHNn. wEA177ERStRw' SECTION B-BSURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA MIN. GALV. STEEL END STILE 20 CA. GALV. STEEL INTER. SECTION A -A (SIDE VIEW) 8x3/4' PAN HEAD SCREW VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR MOLDED INSIDE (10 SCREWS PER LITE)DI END 2000 PSI MIN. CONCRETE COLU r STILE 3/8'x4" SLEEVE ANCHORS ON 24 CENTERS (BOTH LITE RETAJNER C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR INTE 1/4'x4' TAPCON SCREWS ON 24" CENTERS (2,000 SNAP LATCH ENGAGES STIL OVERTICAL PSIMIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAPLATCH ON SLEEVEANCHORS, I. O.D. MIN. WASHERS REQUIRED EACH SIDE OF DOOR. WITHTAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDE MOUNTINGSURFACE. HORIZONTAL JAMBS DO NOT HANDLE TRANSFER LOAD. OUTSIDE KEYED 2" CALVE STEEL TRACK FASTENED TO 18 GA GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W ((4) 14x5/ 8" SHEET METAL SCR 5 12 G. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8" BOLT & NUT 14 CA CALVE STEEL ROLLER HINGES FASTENED TO ENO STILES EACH W/(4) 14x5/ 8" SHEET METAL SCREWS &ND 4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. OR TWO 1/4' OIA. RIVETS. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. HANDLE t r µy ENDIvl STILE OUTSIDE KEYED LOCK INSIDE HANDLE LOCK BAR LOCKING DESIGN LOADS: +25.0 P.S.F. k -32.0 P.S.F. OUTSIDEKEYEDLOCKTESTLOADS: +37.5 P.S.F. & -48.0 P.S.F. SNAPLATCHLOCKOPTIONPREPARATION OF JAMQBY OTHERS, 2" OIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATIOara« A,urw/uvmWaP«w' W. SECTION C- C m s.e•,.a, °.w, a°Pawta, NOTE 2THE DESIGNOFTHESUPPORTINGSTRUCTURALELEMENTSj °4• , SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF .t.0 poor•m.,., w, meK. ,,,,I, ,.= at H RECORD FOR THE BUILDINGORSTRUCTUREANDINACCORDANCEWESTERFIELD, P.E. u•w ty for —um WITH CURRENT BUILDING CODESFORTHELOADSLISTEDONMARKMARKTHISDRAWING.FLORIDAP. E. t# ELD, L f'/9 ` T I Third Angle NORTHCAROLINA P.E. #23832 Projection s Y 3 awvnq w¢ vaxn N xxue sx cr»l. PART NO.: — Un1°,a Stated Oth' n " 312 &btr t SL S.A. 1600 A TOLERANCES— IDEAL Cind—U, OH 45202 Tel. Na. I-513-381-48M 0 = f.03 uns maaasNR Fax No. 1-513-762-3519 00 3.015 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD 000 t.005 0000t.00l DRAWN BY: BMM DATE: a/18/Do SCALE: Nis DWG.R Degrees = t1/2' CHECKEDBY: MWW DATE: 4/18/00 SHEET 1 OF Id SIZE JJ AENSONS AREtIININCHES. DWG. NO.: 102137 REV. NO. 1 2 I.011%431 11'r> --1- LOT 123, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1" = 30' GRAPHIC SCALE 0 15 30 LOT 123 CONTAINS 6600 SQUARE FEET t THIS STRUCTURE CONTAINS 2180 SQUARE FEET t TOTAL CONCRETE 520 SO. FT. t TOTAL SOD 3900 SO. FT, t TRACT "A" APPALOOSA COURT 50' RIGHT OF WAY PC S89735'18"E 362.88' - CENTERLINE OF RIGHT-OF-WAY 60.00' S89'35' 18"E 10' UTILITY EASEMENT 10.0' 13.67' o .,r.: o :4 21.33' 10.0' 0CDI 45.00'0 0 II OQCOVEREDOENTRANCEI A/ PROPOSED LLJ I o MODEL 1732 55.00' LOT 52 FINISHED F y I ELEVATION10OR29.1 I V BAKERS CROSSING o PHASE 1 PLAT BOOK 60, PAGES 27-29 N I i CV 0 i I O 40.00' 0Z100' 40.00' 1 Ln I 10.0' ATIO I LOT 123 n DRAINAGE TYPE B Q; N89'35'18"W 6 0.00' TRACT "G" BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN. IBEARINGS SHOWN HEREON ARE BASED ON THE IEASTERLYLINEOFLOT123 AS BEING S00"24'42"W PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM42086 DRAWN BY: PLOT PLAN 07/24/03 Soo LEGEND LOT 122 BUILDING SETBACK LINE CENTERLINE MLW POB MINIMUM LOT WIDTH POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINExPROPOSEDELEVATIONPCCPOINTOFCOMPOUND CURVATURE POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PO PLANNED DEVELOPMENT CONCRETE DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PR PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY CALC) CALCULATED TYP TYPICAL FND FOUND A/C AIR CONDITIONER C/W CONCRETE WALK CBW CONCRETE BLOCK WALL S/W SIDEWALK RP RADIUS POINT CP CONCRETE PAD R RADIUS PB PLAT BOOK CS CONCRETE SLAB PGS PAGES C CHORD LENGTH NG NATURAL GRADE R/W RIGHT-OF-WAY SO. FT. SQUARE FEET nmrIAI RFrnanc Rnne AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBa6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3o-b3 R THE FIRM wl IAM R. MUSC TElLO R. PSM#4 28 DATE M1C MiTek' MiTek Industries Inc. 14515 North Outer Forty Drive, Suite 300 Chesterfield, MO 63017 USA June 26, 2003 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 : I5008171 thru I5008189. Total : 19 drawings. Job :DR] 732D Builder :D.R. HORTON Location :BAKERS CROSSING 2 —12 ?j County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 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) 19 Truss drawing. 2) Truss Index. June 26, 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 ofbuilding designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1732D Trusses included=19 0,"\DR1732D\a.tre" 15008171 1,"\DR1732D\a11,tre" 15008172 2,"\DR1732D\a13.tre" 15008173 3,'1DR1732D\a15.tre" 1 5008174 4,"\DR1732D\a17.tre" 15008175 5,'1DR1732D\a19.tre" 15008176 6,"\DR1732D\a7.tre" 15008177 7,'1DR1732D\a9.tre" 15008178 8,"\DR1732D\ag1.tre" 15008179 9,"\DR1732D\ag2.tre" 15008180 1 0,"\DR1 732D\b.tre" 15008181 1 1,"\DR1 732D\bgab.tre" 15008182 12,"\DR1732D\cg.tre" 15008183 13,"\DR1732D\j.tre" 1 5008184 14,"\DR1732D\k.tre" 1 5008185 15,"\DR1732D\I.tre" 15008186 16,"\DR1732D\m.tre" 15008187 17,"\DR1732D\s.tre" > 15008188 0,"\DR1732D\a2.tre" 15008189 June 9. 2003 AWARNINO - Vsr{fy design parameters and READ NOTES ONTHM AND REVERSE SIDE BEFORE USE. ValeDesignvalidforuseonlywithMITekconnectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTe k® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive. Madison, WI63719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 /4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property a F Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachac other. WEBS J5 3, Place plates on each face of truss at each 4 x 2 orientation, locateFor o N a Q joint and embed fully, Avoid knots and wane plates 1/8' from outside edge of 0 o at joint locations, truss and vertical web, o a o 4. Unless otherwise noted, locate chord splices at 1 14 length(+ 6" fromC7panel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401, 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. MiTeke ff TM NEL CLIP 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 1/YORO,4/R Job russ I russ type Qty Ply 6RHORTO 15008171 DR1732D A ROOF TRUSS 13 1 Job Reference (optional) s e I e ndustrles, nc. on Jun age 1 O-0 7-0-5 13-6-3 20-M 26-5-13 32-11-11 40-M 11-0-0 1-0-0 7-0-5 6-5-13 6-513 l 6-5-13 6-5-13 i 7-0-5 1-M Scale = 1:75.6 5x6 = 5 6.00 12 3x4 i 3x4 4 8 5x6 i 5x6 3 7 2 8 0 Ia6 3x6 = 14 13 12 11 10 3x6 = 3x4 = 3x6 = 3x8 = 3x6 = 3.4 = i 10-3-4 20-0-0 29-8-12 40-0-0 r 10-3-4 9-8-12 9-8-12 10-3-4 Plate Offsets) ,Y): -1 1 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.21 12 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.53 12-14 >890 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.14 8 n/a BCDL- 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-11-7 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1952/0-8-0, 8 = 1952/0-8-0 Max Horz 2=-229(load case 5) Max Uplift2 = -801 (load case 4), 8=-801(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3208, 3-4=-2881, 4-5=-2025, 5-6=-2025, 6-7=-2881, 7-8=-3208, 8-9=17 BOT CHORD 2-14=2833, 13-14=2353, 12-13=2353, 11-12=2353, 10-11 2353, 8-10=2833 WEBS 3-14=-374, 4-14=520, 4-12=-786, 5-12=1331, 6-12=-786, 6-10=520, 7-10=-374 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 801 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lic#46 f MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNINO - VerVy design parameters and READ NOTES ONTffiS AND REVERSE SIDE BEFORE USE. Nam® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding tabrkatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Ouallty Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply plates to both sides of truss and 1, Provide copies of this truss design to the securely seat. building designer, erection supervisor, property Ye J2 J3 Ja TOP CHORDS owner and all other interested parties., 2 " 2. Cut members to bear tightly against each other, cc WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz joint and embed fully. Avoid knots and wane plates/a" from outside edge of d ti O at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chord splices ca cr cb o r- at /a panel len th 6 from adjacent oint. 9 (+ 1 joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur, MiTek® TM P 4NEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO,AW Job russ russ I ype ty y 15008172 DR1732D A11 ROOF TRUSS 1 1 Job Refeence (o tan) Arnunage 1-0- Q 5-9-4 11-0-0 17-M 23-M 29-0-0 34-2-12 40-0-0 41-0-Q i I1-M 5-9-4 5-2-12 6-M 1 I 1 6-M 6-0-0 5-2-12 5-9-4 1-M Scale = 1: 70.3 5x6 = 5x6 = 5x6 = 3x4 = 4 5 6 7 6.00 12 2x4 2x4 i 3 X\ 8 6 2 9 1 10I? 0 0 3x8 = 15 14 13 12 11 3x8 = 3x8 = 3x6 = 3x4 = 3x6 = 3x8 = 11-0- 0 20-0-0 29-M 40-0-0 11-0- 0 9-0-0 9-0-0 11-0-0 Pate Offsets ): - 4-1 -1- 1,[9.0-4-12'0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.71 Vert(LL) -0.26 13 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.87 Vert(TL) -0.52 11-13 >908 BCLL 0. 0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.16 9 n/a BCDL— 10. 0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-15, 6-11 REACTIONS (Ib/ size) 2 = 1952/0-8-0, 9=1952/0-8-0 Max Horz 2=-137(load case 5) Max Uplift 2 = -706(load case 4), 9=-706(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3258, 3-4=-2891, 4-5=-2607, 5-6=-3212, 6-7=-2607, 7-8=-2891, 8-9=-3258, 9-10=17 BOT CHORD 2-15=2868, 14-15=3165, 13-14=3165, 12-13=3165, 11-12=3165, 9-11 =2868 WEBS 3- 15=-319, 4-15=871, 5-15=-768, 5-13=101, 6-13=101, 6-11 =-768, 7-11 =871, 8-11 =-319 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2 and 706 lb uplift at joint 9. LOAD CASE( S) Standard Junaidie Budiman, FL Lic #45 1E MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.# 6634 AWARMNO - VerVy design parameters and READ NOTES ON TffiS AND RE VERBS SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling InstollinqandBracingRecommondallonavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply plates to both sides of truss and 1, Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1/8 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against eachc ca other, 0 cc WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o v o joint and embed fully. Avoid knots and wane at joint locations, plates I/s" from outside edge of a ti truss and vertical web. 00 a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromZ, c6 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slats in J, J8 J7 J6 lumber shall not exceed 19 % at time of connector plates, fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 4010" ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko TM PhANEL CLIP 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 OfYORO,A/R O Job russ russ ype ty y 15008173 DR1732D A13 ROOF TRUSS 1 1 r ACCU Job Reference 12 tionap P sFebi eIndustries, nc. on Jun age 1-0-0 6-9-4 13-M 20-M 27-M 33-2-12 40-M 41-0-0 1-M 6-9-4 6-2-12 7-0-0 7-M 6-2-12 6-9-4 1-0-0 Scale = 1:70.3 5x6 = 2x4 11 5x6 = 4 5 6 6.00 52 2x4 \\ 2x4 3 7 o ro 2 8 m 9 IyOp 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 10-3-4 20-0-0 29-8-12 40-0-0 10-3-4 9-8-12 9-8-12 10-3-4 Plate Offsets 1 -1 - - 4: - - -1- LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Vert(LL) -0.22 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.54 12-14 >880 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.14 8 n/a BCDL` 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed. 4-6 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1952/0-8-0, 8 = 1952/0-8-0 Max Horz 2=-157(load case 5) Max Uplift 2 = -732(load case 4), 8=-732fload case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3225, 3-4=-2887, 4-5=-2773, 5-6=-2773, 6-7=-2887, 7-8=-3225, 8-9=17 BOT CHORD 2-14 = 2847, 13-14 = 2396, 12-13 = 2396, 11-12 = 2396, 10-1 1 = 2396, 8-10 = 2847 WEBS 3-14=-363, 4-14=481, 4-12=517, 5-12=-511, 6-12=517, 6-10=481, 7-10=-363 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 732 lb uplift at joint 2 and 732 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 E MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 wARNINO - Verm design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute. 683 D'Onofrlo Drive, 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. 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, Numbering System J2 J3 J4 TOP CHORDS c2a ca WEBS J5 0 0Na O U a c8 C6 r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® TM NEL CLIP FORM018,019 oa.NG nwa ® HYDRDAIRO 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. Job russ russ type ty y 15008174 DR1732D A15 ROOF TRUSS 1 1 Job Reference to tional) A- sFebi e n ustries, nc. on un age 11-4 7-9-4 15-0-0 20-M I 25-0-0 _ i 32-2-12 40-M 41-0-0 1-M 7-9-4 7-2-12 5-0-0 5-0-0 7-2-12 7-9-4 1-M Scale = 1:70.4 5x6 = 3x4 = 5x6 = 6.00 12 4 5 6 5x6 i 5x6 3 7 c 0 2 a 91 Io 3x6 = 13 12 11 10 3x6 = 2x4 I I 5x8 = 5x8 = 2x4 11 7-9-4 15-0-0 25-0-0 32-2-12 40-0-0 7-9-4 7-2-12 10-0-0 7-2-12 7-9-4 Plate Offsets -1 - - 1, -1 -1- 1 - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Vert(LL) -0.20 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.77 Vert(TL) -0.56 11-12 >845 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.14 8 n/a BCDL- 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 210 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-12, 5-12, 5-11, 7-11 REACTIONS (lb/size) 2 = 1952/0-8-0, 8=1952/0-8-0 Max Horz 2=-178(load case 5) Max Uplift2 = -755(load case 4), 8=-755(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3208, 3-4=-2520, 4-5=-2253, 5-6=-2253, 6-7=-2520, 7-8=-3208, 8-9=17 BOT CHORD 2-13 = 2838, 12-13 = 2835, 1 1-12 = 2373, 10-1 1 = 2835, 8-10 = 2838 WEBS 3-13=147, 3-12=-665, 4-12=676, 5-12=-217, 5-11 =-217, 6-11 =676, 7-11 =-665, 7-10=147 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 755 lb uplift at joint 2 and 755 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 ( MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.96634 AWARMNO - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Mom® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br'ocing of the overall structure Is the tesponslbillty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Speclllcation, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofilo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property11/1 * 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 e J2 J3 J4 TOP CHORDS owner and all other interested parties.. 17-1 F cz ca 2. Cut members to bear tightly against each other, 0 cc WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 joint and embed fully. Avoid knots and wane plates from outside edge of d y o V at joint locations, truss andd vertical web, a 4. Unless otherwise noted, locate chord splices ca ccb o at /a panel length(' 6"from adjacent joint,) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 40", ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® HYDRO - AIR O MMTM PfANEL CLIP 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 Job russ russ ype ty i y 15008175 DR1732D A17 ROOF TRUSS 1 1 Job Reference (optional) s Feb 6 2003 Mi—ekIndustries, Inc. Mon Jun age 1. 1-0-9 6-0-5 11-6-3 17-M 1 23-0-0 28-5-13 33-11-11 1 40-M 41-0 Q 1-M 6-0-5 5-5-13 5-5-13 6-0-0 5-5-13 5-5-13 6-0-5 Scale = 1:70.3 5x6 = 5x8 = 5 6 6.00 F12 3x4 i 3x4 4 7 5x6 i 5x6 0 3 8 d 2 1 9 10Ir 0 0 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x8 = 3x6 = 8-9-4 17-0-0 23-0-0 31-2-12 40-0-0 8-9-4 8-2-12 6-0-0 8-2-12 8-9-4 Plate Offsets ( -4-[9:0-4-12,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) -0.20 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.41 11-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.14 9 n/a BCDL— 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 221 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2=1952/0-8-0, 9 = 1952/0-8-0 Max Horz 2 = 198(load case 4) Max Uplift2=-775(load case 4), 9=-775(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3292, 3-4=-3025, 4-5=-2314, 5-6=-2078, 6-7=-2314, 7-8=-3025, 8-9=-3292, 9-10=17 BOT CHORD 2-16=2901, 15-16=2526, 14-15=2526, 13-14=2078, 12-13=2526, 11-12=2526, 9-11 =2901 WEBS 3-16=-287, 4-16=419, 4-14=-657, 5-14=612, 6-14=-0, 6-13=612, 7-13=-657, 7-11 =419, 8-11 =-287 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 775 Ito uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 E MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#E634 wARNINO - Verm design parnmeten and READ NOTES oN TBTS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MiTek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bilicing of the overall structure Is the responsibility of the building designer. For general guidance regarding tabrl:atlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Drive. Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates I/8" from outside edge of otrussandverticalweb, 0 This symbol indicates the required direction of slots in connector plates, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTeke 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 of 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. IIIIIIII PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 CLANG -NAIL ® HYDRO,A/R O Job russ russ ype ty ly 15008176 DR1732D A19 ROOF TRUSS 1 1 Job Reference to tional Jun5-.000 sFebI e Industries, nc. on 4 2003 Page 0:? 6-8-5 12-10-3 19-M 21-0-0 27-1-13 1 33-3-11 40-0-0 11-0 1 1 1-M 6-8-5 6-1-13 6-1-13 2-M 6-1-13 6-1-13 6-8-5 1-M Scale = 1:78.7 5x6 = 5x6 = 5 6 6.00 12 3x4 i 3x4 4 7 5x6 i 5x6 co0 3 8 m 0 1 2 9 10 n 0 Iq 0 0 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 = 9-9-4 19-M 21-M 30-2-12 40-M 9-9-4 9-2-12 2-0-0 9-2-12 9-9-4 Plate Offsets -1 -1- -1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) -0.29 11-13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.50 11-13 >950 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.14 9 n/a BCDL' 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 216 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-2-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2=1952/0-8-0, 9=1952/0-8-0 Max Horz 2=-218(load case 5) Max Uplift2=-794(load case 4), 9=-794(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=35, 2-3=-3433, 3-4=-3113, 4-5=-2244, 5-6=-1921, 6-7=-2244, 7-8=-3113, 8-9=-3433, 9-10=35 BOT CHORD 2-16=2946, 15-16=2459, 14-15=2459, 13-14=1921, 12-13=2459, 11-12=2459, 9-11 =2946 WEBS 3-16=-373, 4-16=539, 4-14=-787, 5-14=667, 6-13=667, 7-13=-787, 7-11 =539, 8-11 =-373 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 794 lb uplift at joint 2 and 794 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 ( MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNINO - VerM design parameters and READ NOTES ONTEO AND REVERSE BIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Addtlonal temporary bracing to Insure stability during construction is the responsiblllty of the erector. Additional permanent bil9cing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property F 8 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 17-1 F c ca 2, Cut members to bear tightly against each other. WEBS 3. Place plates on each face of truss at each oFor4x2orientation, locateU 3 0jointAJirandembedfully. Avoid knots and wane plates I/a" from outside edge of a O at joint locations. truss and vertical web. o a 4, Unless otherwise noted, locate chords licesp' ca C, o at I/4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 40", 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. M1 M iTek® TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO-AIV Job russ russ ype ty Ply DR1732D A7 ROOF TRUSS 1 2 15008177 Job Reference (o tionap I sFebI e Industries, nc. on un 09 10:53:15 2003 Page 11---9 3-9-4 7-0-0 13-6-14 20-M 26-5-2 33-0-0 36-2-12 40-0-0 11-0-0i 1-M 3-9-4 3-2-12 6-6-14 6-5-2 6-5-2 6-6-14 3-2-12 3-9-4 1-0-0 Scale = 1:70.3 5x8 = 5x8 = 4x6 = 7x8 = 4x6 = 6.00 F12 4 5 6 7 8 2x4 2x4 i 3 9 m0 A 2 10 11iY1 0 0 3x8 = 16 15 14 13 12 3x8 = 3x4 = 5x6 = 3x8 = 5x6 = 3x4 = 7-M 13-6-14 20-0-0 26-5-2 33-M 40-" 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 Plate Offsets ): -4-1 -1- 1 -1 1 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.49 14 >958 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.68 14-15 >691 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.20 10 n/a BCDL" 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 444 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 5-1-10 oc purlins. 4-6 2 X 6 SYP SS, 6-8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 6-0-3 oc bracing. BOT CHORD 2 X 4 SYP No.2D 'Except` 13-15 2 X 4 SYP No. 1 D WEBS 2 X 4 SYP No.2D REACTIONS (lb/size) 2 = 3876/0-8-0, 10 = 3876/0-8-0 Max Horz 2=-95(load case 5) Max Uplift2 =-1941 (load case 3), 10=-1941(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-7309, 3-4=-7330, 4-5=-10269, 5-6=-11434, 6-7=-11434, 7-8=-10269, 8-9=-7330, 9-10=- 7309, 10-11 =17 BOT CHORD 2-16 = 6370, 15-16 = 6610, 14-15 = 10269, 13-14 = 10269, 12-13 = 6610, 10-12 = 6370 WEBS 3-16=238, 4-16=696, 4-15=4146, 5-15=-1683, 5-14=1324, 6-14=-991, 7-14=1324, 7-13=-1683, 8-13=4146, 8-12=696,,9- 12=238 NOTES 11 2-ply truss to be connected together with 1Od Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1941 lb uplift at joint 2 and 1941 lb uplift at joint 10. 6) Girder carries hip end with 7- 0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 383.91b up at 33-0-0, and 603.21b down and 383.91b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-74. 0, 4-8=- 154.2, 8-11=-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Concentrated Loads (lb) Junaidie Budiman, FL Lic # 45 ( Vert: 16=-603.2 12=-603.2MiTekIndustries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.# 6634 A WARNING - Ver j fy design parameters and READ NOTES ONTB7S AND REVERSE SWE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Addlllonal temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consufi CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available fromTrussPlateInstitute, 583 D'Onolrb Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/. * 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 s e J2 J3 Ja TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachcac3 other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o t joint and embed fully. Avoid knots and wane plates fromfrom outside edge of a ti o_ at joint locations. dtrussand web. a 4. Unless otherwise noted, locate chords lacesp' C8 C, o at I/a panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, M1 MiTek® fie TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FOR M018,019 HYDRO -AIR dob I russ I russ I ype ty y 15008178 DR1732D A9 ROOF TRUSS 1 1 Job Reference (o tional) sFebI e n ustries, nc. on un 09 1 age i -0-Q 4-9-4 9-0-0 14-6-0 1 20-" 25-6-0 1 31-0-0 35-2-12 40-" 4111 1-" 4-9-4 4-2-12 5-6-0 5-6-0 5-6-0 5-6-0 4-2-12 4-9-4 1-M Scale = 1:70.3 5x6 = 3x4 = 5x6 = 5x6 = 3x4 = 6.00 12 4 5 6 7 8 2x4 2x4 i 3 9 06 2 a 10 m 1 11 0 00 Iy 0 3x8 = 17 16 15 14 13 12 3x8 = 3x8 = 3x6 = 3x4 = 3x8 = 3x4 = 3x6 = 9-0-0 16-4-0 23-8-0 31-M 40-0-0 9-0-0 7-4-0 7-4-0 7-4-0 9-0-0 Plate Offsets ,Y : -4-1 -1- 4: - -[10:0-4-12,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) -0.32 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.57 14-15 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.18 10 n/a BCDL 10.0 Code FBC2001 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 2-9-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2=1952/0-8-0, 10=1952/0-8-0 Max Horz 2=-116(load case 5) Max Uplift 2 = -689(load case 3), 10=-689(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3335, 3-4=-3068, 4-5=-2774, 5-6=-3797, 6-7=-3797, 7-8=-2774, 8-9=-3068, 9-10=-3335, 10-11=17 BOT CHORD 2-17=2925, 16-17=3657, 15-16=3657, 14-15=3961, 13-14=3657, 12-13=3657, 10-12=2925 WEBS 3-17=-206, 4-17=1006, 5-17=-1160, 5-15=376, 6-15=-261, 6-14=-261, 7-14=376, 7-12=-1160, 8-12 =1006, 9-12 =-206 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 689 lb uplift at joint 2 and 689 lb uplift at joint 10. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 E MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mtfek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsiblity of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responslbllRy of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST -flit Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Rocommendatlon avallable from Truss Rate Institute, 593 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 11/1 * 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 X plates 1/8" from outside edge of otrussandverticalweb, 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-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 401 1 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM016,019 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 GswG-wuL 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N lYl1I@ MiTeke A-1\® HYDRO -AIR General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations, a- 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PsANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. job russ I russ I ype ty y 15008179 DR1732D AG1 ROOF TRUSS 1 1 Job Reference (o tional) sFebI e Industries, Inc. on un age it -0 q 7-1-5 13-6-0 20-0-0 121-6-0 27-5-13 33-5-11 40-0-0 41-0-0 1-" 7-1-5 6-4-11 6-6-0 1-6-0 5-11-13 5-11-13 6-6-5 1-M Scale = 1:71.6 5xl2 II 5 4x6 6.00 12 6 4x6 i 3x4 4 7 5x6 i 3 5x6 3K II 3 g 1 5x12 = 16 7x8 — 6x8 = a v 2 9 10 L 161vaSx10 = 3x6 = 18 14 13 12 11 o 3x6 = 5x8 = 2.50 F12 r 6-11-0 13-6-0 19-0-0 21-6-0 27-5-13 33-5-11 40-" r 6-11-0 6-7-0 5-6-0 2-6-0 5-11-13 5-11-13 6-6-5 Plate Offsets ( [ e , 1 1 -4 ,[20:0-3-12,0-2-131 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.50 Vert(LL) 0.12 2-20 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.18 2-20 >999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz TL) 0.03 16 n/a BCDL" 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 326 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-4 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 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=686/0-8-0, 16 = 2444/0-4-0, 9=817/0-8-0 Max Horz 2=228(load case 4) Max Uplift 2 = -345(load case 4), 16=-848(load case 4), 9=-533(load case 5) Max Grav 2 = 721(load case 6), 16 = 2444(load case 1), 9 = 956(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=30, 2-3=-1130, 3-4=256, 4-5=1365, 5-6=1019, 6-7=684, 7-8=-440, 8-9=-1082, 9-10=34 BOT CHORD 2-20=932, 19-20=823, 18-19=21, 17-18=41, 4-17=367, 16-17=-128, 15-16=-568, 13-15=103, 6-15=461, 13-14=0, 12-13=4, 11-12=862, 9-11 =865 WEBS 3-19=-211, 17-19=1058, 3-17=-1069, 4-16=-1067, 5-16=-1383, 6-16=-581, 12-15=393, 7-15=-853, 7-12 = 173, 8-12 =-642, 8-11 = 151 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 2, 848 Ib uplift at joint 16 and 533 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 E MiTek Industries, Inc. 14515 North Outer Forty Ddv Suite 300 Chestefield, MO, 63017 FL Cert.#6634 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility or the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuB OST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property Ya J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2• Cut members to bear tightly against each other, o WEBS J5 3, Place plates on each face of truss at eachQ"'*?For_a4x2orientation, locate 0Qjoint and embed fully, Avoid knots and wane tes/8" from outside edge of a ti o_ V at joint locations. truss and vertical web, a 4. Unless otherwise noted, locate chord splicesp C, c6 o at I/4 panel length(' 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, WWI FORM018,019 Z",, _2 : -1,0 HYDRO,A/R O IlIlilill PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. t ` 1 Sob I russ I russ I ype ty y 15008180 DR1732D AG2 ROOF TRUSS 1 1 Job Reference (o tionap L sFebr e Industries, nc. on Jun age it-0 6-11-0 13-0-0 114-11-01 20-6-0 P-601 1-0-0 6-11-0 6-7-0 1-5-0 5-7-0 1-0-0 4x8 11 Scale = 1:50.5 2x4 11 6.00 12 2x4 11 5 2x4 I 4 2x4 11 5x6 i 6 7 Iv 3 5x12 = 2x4 II 3x4 4x12 11 0 II 2x4 II II Jx4 II o 2x4 2x4 O 2 ' 01 _ 5 2x4 I I 3x4 9 2.50 12 2x4 11 2x4 11 6-11-0 13-5-4 130 19-2-0 20-6-0 6- 11-0 6-6-4 0-0-12 5-8-0 1-4-0 i Plate Offsets ,Y : - - -4, -1- LOADING ( psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) 0.05 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Vert(TL) -0.12 2-10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(TL) 0.04 9 n/a BCDL- 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 137 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6- 8 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 8 SYP No.2ND REACTIONS ( lb/size) 2=689/0-8-0, 9 = 101 1 /0-8-0, 6 = 372/0-8-0 Max Horz 2 = 369(load case 4) Max Uplift2 = -278(load case 4), 9=-482(load case 4), 6=-214(load case 5) Max Grav 2 = 689(load case 1), 9=1011(load case 1), 6 = 396(load case 7) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-933, 3-4=214, 4-5=214, 5-6=-14, 6-7=20 BOT CHORD 2-10=838, 9-10=0, 8-9=-946, 4-8=-293, 6-8=13 WEBS 3-10=-158, 8-10=945, 3-8=-104O, 5-8=-397 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 2, 482 lb uplift at joint 9 and 214 lb uplift at joint 6. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 E MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNINO - VerVY design parameters and READ NOTES ON THISAND REYFRSESIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of IndNkival web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property B J2 J3 Ja TOP CHORDS owner and all other interested parties.. ca c 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates fromfrom outside edge of a h o_ V at joint locations. truss andd web. a 4. Unless otherwise noted, locate chords lacesp' C, U6 o at I14 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYOR0,4/R O o russ Truss Type ty y 15008181 DR1732D B ROOF TRUSS 1 1 Job Reference (optional) s e I e n ustrles, nc. on Jun age 5-2-12 10-4-0 15-5-4 21-1-0 22-11-0I 5-2-12 5-1-4 5-1-4 5-7-12 1-0-0 Scale = 1:39.0 4x6 = 3 6.00 F12 2x4 \\ 2x4 2 4 1 5 6 Io 3x8 3x4 = 8 7 3x4 = 3x4 = 5x6 = 6-11-3 13-8-13 21-1-0 6-11-3 6-9-11 7-4-3 Plate Offsets ( 1:Edge, - -1 1: - -1 Edge],[7:0-3-0,0--3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) -0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Veft(TL) -0.13 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.03 5 n/a BCDL' 10.0 Code FBC2001 1 st LC ILL Min I/defl = 360 Weight: 97 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 5-0-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-10-8 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS (lb/size) 1 = 972/0-1-8, 5 = 1076/0-8-0 Max Horz 1=-144(load case 5) Max Uplift =-377(load case 4), 5=-460(1oad case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1475, 2-3=-1276, 3-4=-1290, 4-5=-1493, 5-6=17 BOT CHORD 1-8 =1290, 7-8 = 908, 5-7 =1314 WEBS 2-8=-278, 3-8=439, 3-7=463, 4-7=-300 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 1 and 460 lb uplift at joint 5. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 F MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WARNING - VerVy design pa..ters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibllity of the erector. Additional permanent brmcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification. and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property13/. * 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 B4 J2 J3 J4 TOP CHORDS owner and all other interested parties,. 2, Cut members to bear tightly against eachczca other, WEBS J5 0 3, Place plates on each face of truss at each For 4 x 2 orientation, locate 05 , a Q joint and embed fully. Avoid knots and wane plates I/a" from outside edge of a. o a _ 4. at joint locations, truss and vertical web. a Unless otherwise noted, locate chord splicesp o at I/4 panel length(+ 6" from adjacent joint.) ca BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. nA Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials, Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15, Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HYDRO -AIR 4 o russ russ ype ty y 15008182 DR1732D BGAB ROOF TRUSS 1 1 Job Reference (o tionaq sFebi e Industries, nc. on un age 1-0-0 10-9-0 1 _ --- 21-6-0 - _- I22 1-0-0 10-9-0 10-9-0 1-0-0 Scale = 1:39.2 4x6 = 7 2x4 I 2x4 11 6 8 6.00 F12 2x4 I 2x4 5 9 2x4 11 2x4 11 4 10 2x4 2x4 II 3 11 2 12 O1 13I o 3x4 -_ 22 21 20 19 18 17 16 15 14 3x4 - 2x4 11 2x4 11 2x4 11 2x4 11 5x6 = 2x4 11 2x4 11 2x4 11 2x4 11 21-6-0 21-6-0 Plate Offsets ( ,Y): 1 - 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 0.05 Vert(TL) 0.00 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 12 n/a BCDL" 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 212/21-6-0, 18 = 172/21-6-0, 19=187/21-6-0, 20 = 192/21-6-0, 21 = 171 /21-6-0, 22 = 241 /21-6-0, 17=187/21-6-0, 16=192/21-6-0, 15 = 171 /21-6-0, 14 = 241 /21-6-0, 12 = 212/21-6-0 Max Horz 2=-134(load case 5) Max Uplift 2=-65(load case 4), 19=-111(load case 4), 20=-121(load case 4), 21109 (load case 4), 22=-143(load case 4), 17=-108(load case 5), 16=- 122(load case 5), 15=-109(load case 5), 14=-142(load case 5), 12=-90(load case 5) Max Grav 2 = 212(load case 1), 18=172(load case 1), 19 = 1930oad case 6), 20=192(load case 1), 21=171(load case 6), 22 = 241(load case 6), 17 = 193(load case 7), 16 = 192(load case 1), 15 = 171(load case 7), 14 = 241(load case 7), 12 = 212(load case 1) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=33, 2-3=28, 3-4=-56, 4-5=-51, 5-6=-52, 6-7=-52, 7-8=-52, 8-9=-52, 9-10=-51, 10-11 =-56, 11- 12=-65, 12-13=33 BOT CHORD 2-22=17, 21-22=17, 20-21=17, 19-20=17, 18-19=17, 17-18=17, 16-17=1.7, 15-16=17, 14-15=17, f2- 14=17 WEBS 7-18=-132, 6-19=-147, 5-20=-151, 4-21 =-137, 3-22=-184, 8-17=-147, 9-16=-151, 10-15=-137, 11- 14=-184 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 2, 1 1 1 lb uplift at joint 19, 121 lb uplift at joint 20, 109 lb uplift at joint 21, 143 lb uplift at joint 22, 108 lb uplift at joint 17, 122 lb uplift at joint 16, 109 lb uplift at joint 15, 142 lb uplift at joint 14 and 90 lb uplift at joint 12. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 1 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNINO - Veft design paiarnsters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bNeIng of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofilo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property e securely seat. J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachac3 other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ; Q joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of a at joint locations. truss and vertical web. a 0 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) c8 C, c BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format rater to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, 40 unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. nA 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 M iTek® engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. 0 CL'PEL 1993 Mitek Holdings, Inc. FORM018,019 O'"'G- OfYOROv4/R ob I russ russ type Qty y H HUM I UN 15008183 DR1732D CG ROOF TRUSS 1 1 Job Reference (o tional) s e i e n ustrres, nc. on Jun 1 age 1-0-0 6-11-0 13-10-0 14-10-0I1 , 1-0-0 6-11-0 6-11-0 1-M Scale = 1:26.7 4x6 = 3 2x4 I I 2x4 11 6.00 F12 2x4 11 2xa II 6 0 422x45x6 = 2x4 II I2x4II2xaII5 'T 2.50 12 3x4 = 3x4 = 6-11-0 13-10-0 6-11-0 6-11-0 Plate Offsets : 1 - - , 1 - - 1 - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.04 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.34 Vert(TL) -0.12 2-6 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.04 4 n/a BCDC 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 57 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 722/0-8-0, 4 = 722/0-8-0 Max Horz 2=-93(Ioad case 5) Max Uplift 2 = -321 (load case 4), 4=-321(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1057, 3-4=-1057, 4-5=15 BOT CHORD 2-6=950, 4-6=950 WEBS 3-6=519 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 321 lb uplift at joint 2 and 321 lb uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc, 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARMNO - V—J& d..ta,. tam and READ !VOTES ONTHIS AND REVERSE SrDE HEFORE USE. -- p-, Desl n Valid 10( uIle only with MITek e8mmeeICll. Thk dmlan 13 based only upon parameters shown, and 6 for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI 53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4 * 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 securely seat. J2 J3 J4 owner and all other interested parties., 4 TOP CHORDS 2. Cut members to bear tightly against eachc2 other, o WEBS J5 Q 3, Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates 1/8"from outside edge of o a ti u at joint locations. truss and vertical web, a o 4. Unless otherwise noted, locate chords lacesP 4at panel length(+ 6" from adjacent joint,) C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTH EST TO TH E LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 110 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 aa.NG- ® HYORMA/RO F ob russ russ ype ty ly s. 15008184 DR1732D J ROOF TRUSS 14 1 Job Reference topt ona s Fei'-ekIndustries, Inc. on Jun 1 2003 Page 1- 0-0i— 7-0-0 1- 0-0 7-0-0 3 Scale = 1:20.5 6. 00 F12 2 1 4 2x4 = 7- 0-0 7- 0-0 LOADING ( psf) SRACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.24 1 > 69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) 3 = 233/Mechanical, 2=425/0-8-0, 4 = 66/Mechanical Max Horz 2=225(load case 5) Max Uplift3=-230(load case 5), 2=-127(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=87 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 230 lb uplift at joint 3 and 127 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic#45 161 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNING - VeWy design parameters and READ NOTES ON THISAND REVERSE SIDE BEFORE USE. iiiiiiiiiiiii e Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown B for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Speclticatlon, and HIB-91 MiTek® HandlingInstalllnqandBracingRecomm*ndatlon availablefrom Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Syr,nbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property V/1 * 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 h' a J2 J3 Ja TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against eachcaca other. 0 a:3, WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate oz Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of Q. y o at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chords Places at /4 length(+ 6" fromc8C, CA6 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 4001, 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. M1 WWI o TM PANEL CLIP 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM019,0 19 HYDRO -AIR 1 0 t. 0 russ russ ype Qty y 15008185 DR1732D K ROOF TRUSS 4 1 Job Reference (optional) s Feb 6 2003 Mi--ekIndustries, Inc. Mon Jun age 1-0-0 5-0-0 1-M 5-0-0 3 Scale: 3/4"=1' 6.00 F12 m V 2 1 4 2X4 = 5-0-0 5-0-0 LOARJNG (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.28 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.08 1 > 210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 1 55/Mechanical, 2=336/0-8-0, 4 = 46/Mechanical Max Horz 2=164(load case 5) Max Uplift 3 = - 161 (load case 5), 2=-119(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 35, 2-3 = 58 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNINO - Ver{jy derttgrs paramstem and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mltek connectors. this design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded veilloaily. AppiloatAlly of design pararri and proper Incorporation of component Is responsibility of bullllna da lonot - not truss designer. Bracing shown is tot lateral support of individual web members only. Additional temporary bracing to InsVfe Stability durin9 gen$Iu411Qn 4 Iho ImMis lblllly of Ike erecfot. Addlllonal permanent Acing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consull CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Rocommendatlonavailable from Truss Plate Institute, 683 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mitek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-NBEARING nA Indicates location of joints at which bearings (supports) occur, Mi! MiTek® o FORM018,019 rra @ HYORO,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties- 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane o 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. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Fob Truss Truss Type Qty Ply IbR1732D L ROOF TRUSS 4 1 15008186 l Job Reference tq tionallL, s e i e n ustries, nc. on un age 1 0 0 3-" 1-0-0 3-0-0 Scale = 1:10.3 6.00 12 mN 2 1 4 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/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 FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 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=254/0-8-0, 4 = 26/Mechanical Max Horz 2=103(load case 5) Max Uplift3 = -91 (load case 5), 2=-118(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=35, 2-3=-62 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 118 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lie #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 100 Chesterfield, MO, 63017 FL Cert.#6634 WARNING - Verify design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-B9 Bracing SpeciBcatlon, and HIB-91 MiTek® Handling Instollina and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the seat. building designer, erection supervisor, property 1/81, securely J2 J3 J4 TOP CHORDS owner and all other interested parties.. T cz Q 2. Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz a: joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of L) o at joint locations. truss and vertical web. as o 4. Unless otherwise noted, locate chord splices at /4 length(' 6" fromC, c panel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT MITsk/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORM018. 01 9 A®, R11 ANELTM CLIP HYDRO - AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 4. ob russ russ ype ty y D R HORTON 15008187tR1732DMROOFTRUSS41 Job Reference (o tional) s e r e n ustries, nc. on un age 3 1-0-0 1-" 1-" 1-" Scale = 1:5.9 6.00 12 2 15 6 4 1-0-0 2x4 = 1-0-0 LOADJNG (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 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 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 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-17/Mechanical, 2=179/0-8-0, 4=9/Mechanical Max Horz 2 = 55(load case 4) Max Uplift 3=-23(load case 5), 2=-119(load case 4) Max Grav 3=28(load case 4), 2=179(load case 1), 4=90oad case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-43 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 0 WARNING - VerVy design paramcters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. oesign vaiid for use only with MITek connectors. This design is based 9nlY up9n parantaterti ii1gifynl 9f1g t;ii 191 fln IngIVbUOI b9jlajOQ component to be 10616d and loaded verllcolly. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-B8 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. IF c2 ca 2. Cut members to bear tightly against each other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 3 . 3 0 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a o at joint locations. truss and vertical web, s a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) c8 C, This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the Mitek/Gang-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 401 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO TH E 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 fm! 0 MiTeke TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 GANG -NAIL HYDRO -AIR r . Aft., b Truss Truss Type Qty Ply D R HORTON 15008188Al732DSROOFTRUSS21yJobReference (optional) ACCU-SPAN-DH, LONGWOOD, FL 5.000 s Feb 6 2003 MiTek Industries, Inc. Mon Jun 09 14:34:14 2003 Page 1 1-5-0 5-2-5 9-10-13 1-5-0 5-2-5 4-8-7 4 1:20.2lyscalea 4.24 12 3x4 3 2 8 1 72x4 0 6 5 3x4 = 2x4 = 5-2-5 9-10-13 5-2-5 4-8-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL` 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=312/Mechanical, 2=515/0-11-5, 5=426/Mechanical Max Horz2=280(load case 2) Max Uplift4=-277(load case 5), 2=-192(load case 2), 5=-138(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=29, 2-8=29, 2-3=-935, 3-4=76 BOT CHORD 2-7=854, 6-7=854, 5-6=0 WEBS 3-7=167, 3-6=-931 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 277 lb uplift at joint 4, 192 lb uplift at joint 2 and 138 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-74.0 Trapezoidal Loads (plf) Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5=-49.5 Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert,#6634 AWARNINO - Ver(jy design parameter and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Instalbd and loaded vertloopy. Appllaab8lty of deslgn porameters and propel Inoorporotlon of component Is responstwuty of Duiming doslgner - not buss deslgnel. Rloelna shown Ill fal Wald supped of Indluldual web mombale 8W Additional fampalaly blaeho fe h1ula dabllRV dullma eenolucflen Ill (ha responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance tegarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Cualfty Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation avaBable from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal 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 F e J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 2, Cut members to bear tightly against eachQ other. a:3. J5 Place plates on each face of truss at each For 4 x 2 orientation, locate N QV joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a ti o at joint locations, truss and vertical web. oF_ a 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" fromC, C6 10 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4010 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO -AIR O 1 A +- 7MI M S j LI i A9 ` 9-4-0 BRG, ` ' t _ 15 I I I I I I I i , I ! A L_ i t 11 —0-0 FLATA2 =TIE I 1 i iI AG1____T I ______--______= —I VOL, CLG, i t 4 14-0-0 BRG. IN ENTRY 21-6-0 CIE J. 4-8-0 13-10—n bP 1I lIrIC: ALL BEARING WALLS TO BE PLACED x'1 PLY HGR. ICTI('E!! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI L- - — - - WALLS SHOWN ARE TO BE BEARING..— - J IS 3 PLY HGR. LSIGNED APPROVAL: X - — - - — - JOB NUMBER: DR1732F oit D DATE: 7-5-01 PITCH: LOAD: SHINGLES CCU SPAN CUSTOMER: D.R. HORTON 6. H: 12" 407-321-1440 BY:T.H JOB NAME: 1732 "F" ELEV. aq p. ELE. BRG: BLOCK NL-a.a -