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293 Clydesdale Cir
PERMIT ADDRESS _. CONTRACTOR ADDRESS D R Horton -'62`50'Hazeltine-Nat'l Dr�#102 F Orlando, FL 32822 407 857-9101 PHONE NUMBER CBC 055300 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANIC, PLUMBING MISCELLANhuus UUN 1 RAC UR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE. FEE • SUBDIVISION PERMIT #® DATE PERMIT DESCRIPTION PERMIT VALUATION g SQUARE FOOTAGE o?4 5 CITY OF SANFORD PERMIT APPLICATION U3_zo3 a3 Permit # : NA 5 C'f(}V Date: j 11Q t Ctr Job Address: S S y of ,tt r+ Description of Work: �P ""[� V'� 1�'1 i Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing r` Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Calc, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial < Occupancy Type: Residential Commercial Industrial Total Square Footage: i,. Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ' (Attach Proof of Ownership &Legal Description) Owners Name & Address: Phone: PLUMBING, INC. Contractor'', Name & Address: OVIEDO, I �pRl� �'762 nnnyrt� -State License Number: GF'��'�( Phone & Fax: (407) 366-3994lontact Person:Phone: Bonding Company: i Address: i Mortgage Lender: Address: Architect/Engineer: Phone: g 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 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. 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. i Acceptance', of permit is verification that I will notify the owner of the property of the requirement Florid ien Law, FS 713. 1 6 , a Signature of Owner/Agent Date Signature) of�,� gent r ( j Date //l / Y l OA4 4 V V11 1-/Y'11 Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of F� date MARTHA Y. HALL ' l _ My COMMISSION # CC 875840 a EXPIRES: February i, 2004 Owner/Agent is _ Personally Known to Me or Contractor/Agent t Pers 11 #Wn gg„ gpf„ Notary public Underwriters Produced ID Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (initial & Date) (Initial & Date) Special Conditions: 9 5-06-203 7:09AM I kuM wary. o"�r•..a .. -R;r.'nusr.�:Mt• Y;l r CITY OF SANFO" PFRNIIT APPLICATION Permit 9 : _ Job A4040 pcifi�PtlpA k{ WOO; til>'{.1�11 P�+1d�sH _ �►O:I��i yelue a� gY��l Permit Type: Building .___ Electrical ... Mechanical Plumbing ^ F'im Sprinkler/Alarm pool Tempoftxy Po lc EleetricuL New Service - 9 of AMPS _L,5 Addition/Alteration Change of Service __ Mechaniesti: Residential Non-Rcsidcnfial Replacement New (Duct Layout & Energy C81c. Required) Plumbing/ New Commercial: A of Fixtures g of WattT &Sewer Lines +x ojGas,l.incs ' Plumbing/New Residential: a of Wafer Closets._ Plumblae Repair- Residential or Commercial Occupancy Type: Residential ✓� Commercial Industrial Total Square Footage: _ form required for other than X) Construction Type: p of Stories: ts of Dwelling Unih: _ flood Zone: (FEMA PaKd % (Antich Proof of Ownership Q 1 -gal Duycription) / > )' Vie. s ZS Owncri Name Q Addreix: L _ Phone. Contractor j��smc 6t nddresa'.�i.1,. -• —7 / / I / n /,/\i, r t �j -2 / `/ b _. Liccnte Numticr_,•, h��-,�Q—/—/, Lf. /Mile , Phnne:w3 I Phone & Fax: tv� ' y 4 4 Contact Person: _....� Bonding ('nmpsnY ... -- - •- _.. . ,"orlgage Lender - - AddreSs: _ Phonc. ArchilecUEngirieer: - Fat'. Address: -• Application is hereby made to obtain a permit to do the work snd installations as indicated. I certify that no wvrk or insull►non has convneneed prior to the issuance of a perrriii and that all work will be performed to meet stsnduds of nit law POOLS, FURNACES, OItbis jurisdiction, BOILERS' AIR thut a scpantc permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: l certify that III of the foregoing information U accurate and dut all wurk will be done in compliance wide all applicable laws "¢Mating construction and zoning. WARNfNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMRN f MAY RESULT IN YOUR PAYFNG TV)CE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE RECORDiNO YOUR NOTICE OF COMMENCEMENT. NOTICE: in addition to the requirements of thin permit, there may he additional restriafons applicnble to this Properry Out n-Qy be found in the public records of this county, and there nvy be additional permits required from other govammenul cnnhm such as water management dismcts, ttyte agencies, or federal sbencies. Acceptance of permit is vcriticimon lhiir I will notify the owner of the property of the rogwremc s of F A ien La FS 713 7-03 S1gnalurc of Owner/Agent Uale li�rnatureu(Contnctor/Agrnl Dale V 0 - Print CuntraCior/Agee ' Name Print Owner/Agent's Nanne Sicnaturc of Nv1, y S ore of Fln da Date Signature of Nola, to ni Flood (twncr/Agent ii .- Periun"Y Knn,vn it, Mm ur AI`I'LI('A1'1O\AIWItOUF.D llY'...- (Initial & 1)3(u) >pcc"d C Jndilinn: __ Ir]C(M/A�,cnt I., zPrrtnnaily Known 1V Mc �P Producrd It) Lullmg�(IlLllal d: D'Jle)• (1111()31 & Ditc) iI�MIl:11 & Ua'c� '-jk,ivMARIR A. ZETTLEM®YER Q MY COMMIMION N CC 855100 EXPIRES: Jul15,2003 t 80D 3Nt7fARY Fla Notry SoMco b Sording Co, 2-24- 1 y"Jb 4: b i 1-"M 1- KUM CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: 03 r Date:. 03 The undersigned hereby.applies for a permit to install the following electrical. Owners Name: Address of Job: �C�L��C� Electrical Contractory/Svr► Residential: Non -Residential: Number Amount Addition; Alteration, Repair Residential & Non -Residential New New Commercial:;,_ 'AMP Service Change of Service: From AM Manufactured Building Other. E)esCri tion-of Work Permit # : Job Addr Description of Work: Historic District: bt CITY OF SANFORD PERMrr APPLICATION Mi D `Y ,gyp �• ' ., // Harp• CJ- �S �,� Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool. . Electrical: New Service — # of A S Addition/Alteration Change of Service Tempotaty Pole Mechanical�' Residential Non -Residential Replacement New (Duct Layout & Energy Cq, _ Required) .-. Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of WateyClosets Plumbing Repair— Residential or Commercial Occupancy Type: Residential � Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required fbr oth.ft- Wan %) Parcel #: /J (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name& Address: ..UVA Tf_q P.ATV flt1&Tn Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer Address License Number Q. a% RU SSO 1 Orrl6A,2 / Pts 41L1 7300� Phone: Fax: - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will ne in compliance with`ail`applicable )aws rGj�3da ing construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO ENCEMENT MAY RESULT IN Y071:j1< Pt, YT1jG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY- IF YOU INTEND TO OBT/FINANC'ING, ONSULT ITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictle o this prop that maybe found in the publiq/records of this county, and there may be additional permits required from other governmental entitier mana� grit districts, to agencies, of fe:d l agencies. Acceptance of permit is verification that I will notify the owner of the property of Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Flonda Date O%kiier/Agent is _ Personal) Kno�m to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: :Initial & Date) Special Conditions: of Flo Lien Law PS` 713 rS�D3 /�>rgn re tmactor/Agent Date OBWRT G. DELLO Cntractor A Fnt 's Signature of No-y-State of Florida Date,_-y--State of Florida Date Contractor/Age-.:is r1'e'son2ily Known to Me or Produce.' :J FD: _ (Initial & Date) (Initial & Date) (lnitia &I Da, EE MIRINDAC.TURNER - PAY COMMISSION # DD 212893 EXPIRES: June 14 2007 Banded Thru Notary Public Underwriters CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 293 CLYDESDALE CIR for which permit 03-00002035 has heretofore been issued on 6/13/03 has been completed according to plans and specifications filed in the office of the Buildin Official rior to the issuance of said building permit, to wit as L� t� i(M i complies with all the building, plumbing, electrikal, zoihing 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 T. G l� ZONING: Inspected FIRE: Inspected UTILITIES: Water Lines In Sewer (y) Lines In Meter L° Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage D •5 W_ Paved Maintenance Bond PUBLIC WORKS: Street Name C Street Signs Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES O1-APPLCTN FEE -ELECTRIC O1-APPLCTN FEE -ELECTRIC O1-APPLCTN FEE -BUILDING O1-APPLCTN FEE -MECHANIC O1-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES O1-FIRE IMPACT - RESIDENT O1-LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 6/23/03 7/15/03 6/13/03 8/15/03 6/13/03 6/13/03 6/13/03 6/13/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 293 CLYDESDALE CIR for which permit 03-00002035 has heretofore been issued on 6/13/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 6/13/03 6/13/03 6./13/03 6/13/03 6/13/03 6/13/03 6/13/03 6/13/03 279.61 91.93 12.27 847.00 12.28 1384.00 650.00 1700.00 (y) IN A E G OWNER BUILDING OFFICIAL / D SP **** SINGLE FAMILY RESIDENCE**** DATE: 0� PERMIT #:(2, ADDRESS: (9C� "?�) CONTRACTOR: \ �o PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑ Engineering ❑ Public Works :]Utilities ❑ Fire (1 I ❑ Zoning �1 1 ❑Licensing 0 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1 -1111- 1 **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: 03 - ADDRESS: CONTRACTOR: \ l PHONE #: yvi - 8 -6 a - '� ��8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering lDPublic Works ❑ Utilities CONDITIONS: (TO BE COMPLETED ElFire L � rA OZoning �l icensing 0 APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: 03 ADDRESS: CONTRACTOR: Pk �Q)Ar--' 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. O Engineering O Fire n OPublic Works LI I , /mM OZoning 0� 12.1 1 a3 Utilities ❑Licensing 0 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ` Y: , p' ELEVATION CgRTIFICATE 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 BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 293 CLYDESDALE CIRCLE CITY STATE - ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 45, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ##.#N' or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 1 SEMINOLE FLORIDA B4. MAP AND PANEL IB7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202890045 E 4117195 4/17/95 X 24.5 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 or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, ARIAH, ARIAO , Complete Items C3.-a-4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No o a) Top df bottom floor (including basement or enclosure) 46. 1 ft.(m) 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) 0) Pn I o d) Attached garage (top of slab) 45. 6 ft.(m) E wca o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) N/A. ft.(m) 7 �. o f) Lowest adjacent (finished) grade (LAG) 44. 2 ft.(m) z . o g) Highest adjacent (finished) grade (HAG) 45. 3 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 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. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT S E TE.1 ORLANDO FIL 32803 SIGNATURE DATE TELEPHONE A) d. I 9122103 (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. forwy Number 293 CLYDESDALE CIRCLE �w :--4 •, CITY STATE ZIP CODE Company NAIC Number SANFORD FL * 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed, El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is. _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE ❑ 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, or architect who is authorized by state or local law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA issued or community4ssued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE G6. DATE CERTIFICATE 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 1 PLAT .O SURVEY DESCRIPtlbN: (AS FURNISHED) LOT 45, BAKERS CROSSING, PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). TRACT "A" CLYDESDALE CIRCLE 50' RIGHT-OF-WAY O N89'1T34"W_ _ _. _ ---I / _ 501.18' --- PC A - - 284.88' _ 216.30 _ CENTERLINE - 1 RIGHT OF WAY io I vlO NIA V l In Z;" S89'17'34"E 50.00' WALK IS I..<.'•. _.; •�:; :: �.:..:........... _ ...... .....4�_$/W..'1.::,... i".:'•i••.•..;� WALK IS _ 1.5 _OFF ... — 1.5' OFF - 10' UTILITY --------------- EASEMENT,;, - CONCRETE,-: - - - 5.0 ayti . 5.0 Y0 15.0' +.. A 20.0'..' o ^o 5.0 LOT 46 w O N O N . - O c}' O z LOT 44 in - ONE STORY N Q CONCRETE BLOCK RESIDENCE o N O - FINISH FLOOR -- o ELEVATION=46.13 :: - ru - - 40.0' o" as o': c LOT 45 " - - - FND 1/2" IRON ROD - - ------------------- - NO ID (09/19/03) - ati N89'17'34"W 50.00' ; 4�---- ------ FENCE IS - CERTIFIED TO AND FOR THE 0 25' S I AND 0.10 E. EXCLUSIVE USE OF: 6' w000 FENCE D.R.H. TITLE COMPANY OF FLORIDA INC. LOT 31 ; LOT 32 LOT 33 FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA DANIEI_ SCHNACK CH MORTGAGE COMPANY, i . LTD. BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY LEGEND INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. — — — — — BUILDING SETBACK LINE FND (JAIL AND DISC -- CENTERLINE LB #6393 (09/19/03) 2. PROPERTY CORNERS SHOWN HEREON WERE — RIGHT OF WAY LINE FND IRON ROD AND CAP SET FOUND ON 9-19-03, UNLESS OTHERWISE 24 EXISTING ELEVATION ® l8 y639393 (09/19/03) SHOWN. - CONCRETE CNA CORNER NOT ACCESSIBLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE _ LB ln� DENOTES DELTA ANGLE LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS LAND SURVEYOR C.O. DENOTES CHORD BEARING WAY, RESTRICTIONS OF RECORD WHICH MAY PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE AFFECT THE TITLE OR USE OF THE LAND. PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION - (P). PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE (M) MEASURED PT DENOTES POINT OF TANGENCY 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND FOUND TYP TYPICAL LOCATED EXCEPT AS SHOWN. C/W S/W CONCRETE WALK A/C AIR CONDITIONER SIDEWALK ICBW CONCRETE BLOCK WALL CP CONCRETE PAD RP RADIUS POINT 5. NOT VALID WITHOUT THE SIGNATURE AND THE CS CONCRETE SLAB OHU OVERHEAD UTILITY LINE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED C PK CHORD LENGTH ID IDENTIFICATION PARKER KALON POL POINT ON LINE - SURVEYOR AND MAPPER. R RADIUS PCC POINT OF COMPOUND CURVE POC POINT OF CURVE - I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL I HEREBY CERTIFY, THAT THIS BOUNDARY NO 120289 0045 E DATED 4/17/95 AND FOUND SURVEY, SUBJECT TO THE SURVEYOR'S NOTES THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, CONTAINED HEREON MEETS THE APPLICABLE AREA OUTSIDE 100 YEAR FLOOD. # "MINIMUM TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY ' - _ BY THE FLORIDA BOARD. Or PROFESSIONAL VERTICAL CONTROL AS FURNISHED. - - SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE- BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 26, BAKERS CROSSING PURSUANT TO CHAPTER 472.027, FLORIDA PHASE 1 BEING N89'17'34" W PER PLAT. STATUTES. (FIELD DATE:) 7-11-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM FINAL 9-19-03 CK8-- "'-- - - FOUNDATION 08/20/03 CKB AMERICAN SURVEYING & MAPPING FOR ASM40121 ETES h BOUNDS 05/13/03 SOO CERTIFICATION OF AUTHORIZATION NUMBER LBa6393 THE FIRM JOB N0. 320 EAST SOUTH STREET, SUITE 180 DRAWN BY: REPOSITION 4-2-03 SDO ORLANDO, FLORIDA. 32801•- (407) 426-7979 WILLIAM R. MU CATElLO JR. M4928 DAZE PLOT PLAN 2-12-03 JML 11111111110IN11111uu111IN11111111H1i111uW 11ll11w1 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. `N 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY 13K'04654 PG 1319 CLERK'S # 2003096370 RECORDED 06/06/2003 1110507 AM RECORD INO FEES 6.00 RECORDED BY L McKinley 9-9 3 &L WDftl CI NOTICE OF COMMENCEMENT (Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of pproperty: Lot(s) 45, 81, 82, 90, 91, and 99 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): / Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(I)(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 in Section 713.13(1)(b), Florida Statutes: Name: Address: Ex 'ration date of Notice of Commencement: (the -expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. 0 by: Robert A. Lawson-, AWstant Secretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc —,. a e aware Corporation, on e a o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid Q�o (-�� � r I Notary igna e OFFICIA PATRICIA COULI Em-., ARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 COMM1'51',i P IULY 26,2006 Notary Seal CERTIFIED COM MARYANNE 1' ORSE. CLERK OF CIRCUIT LOUR HEMIME NIT1 FLORi A lr crrERK CITY OF SANFORD PERMIT APPLICATION 5 } PermitNo.Date- t FI 35 a Job Address: Permit Type: Building Electrical Mechanical Plumbing Fire AlumfSprinkler Description of Work: F� Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration Change of Service Temporary Pole _New AMP Service (A of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus __ Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Llaes Occupancy Type: ✓Residential _Commercial _Industrial Total Sq Ftg: ll55 Value of Work: S-t' Type of Construction: Flood Zone: Number of Stories: _ Number of Dwelling Units' Parcel No.: (Attach Proof of Ownership & Legnl Description) Owner/Address/Phone: R i-� �' ` Q l O i (p2150 t t�Z i1 N tJP\Z10tJf�1 -a:r- � LCP- Contractor/Address/Phone: ��C�r�-� � � �'S� Q 1O 1 State License Number. Cff— Contact Person: t�ATy 1 { Phone & Fax Number. q� I -� t04 �� QZZ�t3 Title Holder (If other than Owner): N ik Address: Bonding Company: fV Address: Mortgage Lender: Address: Architect/Engineer A gam' �^� C !tF' Phone No.: Address: -40i N5R• 34 S 1 t5111 F� Fax No.: A02 (1-14 - 4 &=Ea Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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 go►tirnmental entities arch as water management districts, state agencies, or federal agencies. is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Si e ure o of Owne;/Agent Date Signatf Contractor/Atnt� Date C r f atuzon CI Print Own r/Ace s Tiakne (fPrnint4C,#er/Aicnt'sXarnc Signa e of Notary -State of Floridan Signature of Notary -State of Florida Date OF klLl� ��OI"AIRY S ' PA1 RICIA COULTON OFFICIAL NOTARY PUBLIC STATE OF FLORIDA PATRICIA COULTON COMMISSION NO. DD134330 NOTARY PUBLIC STATE OF FLORIDA M OINMISSION F_XP. ULY 26,2006 COMMISSION NO D13A330 MY COMMISSIONOP. ULY 26,2006 Owner/Agent is Personally Known to Me or y ' Contra or gen is y oum to or Produced ID Produced ID APPLICATION APPROVED BY: Date: - I? Special Conditions: I hearby name and a Limited Power Of Attorney int: Craig Coulton and 'FQ• ! r�..L each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Buildinq Dept. of: C I to 0 For a residential permit for work to be performed at: on Lot # : 4C-) ? Z Subdivision: �akus Cross" Y� Address: GL-`tr-DA,L_-- G 1-2-,- ��i�o2�� GC,. 3�4 4�, 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 instruVrenas acknowledged before me this: Date: � CRO3 By: Richard B. Ladd ( Contractor ) Who is personal) kn wn to me. State of FI( County of MMAL L PATRICIA COULTON NOTARY PUBLIC SPATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION F)(P. )ljl Y 26,2M6 ,. Notary Seal COUNTY OF SEMINOLE IMPACT FEE STATEMENT ' ISSUED BY CITY OF SANFOKD STATEMENT NUMBER 103-75513 -) -- ---`7^~�~^ �+ ` BUILDING PERMIT 07 VA f C'ITY) COUNTY NUMBER: _____ - UNIT ADDRESS : --- �- ~l���Z.��--�-l'-<-���--------------------_--_-__---_. TRAFFIC ZONE: JURISDICTION: SEC: ___ TWP: RNQ: PARCEL: SUDDIVISION: TRACTc ~ PLAT BOOK: PLAT BOOK PAGE: _ BLOCK: ____ LOT: ��. /\,���\� ADDRESS:� -- ---- �__ -- -='----='----r�'*'------------------- APPLICANT �AMEx �] ADDRESS: , LAND USE CA7EGORY: 001 - Single Family Detached House TYPE US[: Residential WORK DESCRIPTION: Single Family House: Detached - Construction --------------------------------------------------------------------------------- �EE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUF TYPE DI8T SCHEDULE DESC. UNIT OF UNITS ` '`| ^�'� . RO ------ADS ----------~----------------------------------------_---_-----------------,- -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.0O ROADS -00LLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 'S84�}OLS CO -WIDE O dwl unit $1,384.00 1 $ 1,304.0O AM8UNT DUE $ 2,285.00 � . � STATEMENT / RECEIVED BY : + ��� ( _�-�����--~~��/��V-- �� SIGNATURE : _--�-- -----_----- (PLEASE PRINT NAME) � ................... NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY ' 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS AR[ ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED (]P, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE7: 1101 EAST FIRST STREET, SAMFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENU� SAHFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING' PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. � ***THIS STATEMENT IS VALID ONLY ` IN CONJUNCTION ' WITH ISSUANCE OF A*&* *******************SINGLE ' FAMILY _ BUILDIN8 PERMIT******************** ' CITE' OF SANFOFOBUILDING DIVISION R RESIDENTIAL BUZLDING PERIVIIT SUBMITTAL REQUIREMENTS ❑ I, Two (2) recent boundary and building location permit forstructures sing setbacks (not fences) from all structures to property lines for pe ❑ 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: ❑ a Foundation plan Indicating f �mcnt barsizes f replacement. walls. Provide side view details of these footers with reinforce ❑ 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, Part 5) ❑ C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. ❑ ns to be used in the structure. Bearing d, Cross sections of all wall sectio non-bearing Inter and exterior. Show all components of wall section. ❑ e, 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. ❑ g Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. ❑ h, Square footage table showing footages: 41Q S.F Garages/Carports --- S.F. Porch(s)/Entry(s) Patio(s) Conditioned structure F• Total (Gross Area) ❑ 3, Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) Cl 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. ❑ 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 B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. ❑ 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNERIBUILDER 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. Llntel- tic beaths - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE (By Owner or Authorized Agent) W�,A�57131 APSXc� P EST CONiTROI- Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of install : Contract Number PUCHASERS N�A,ME AND ADDRESS Name Address CitylState/Zip (> �``� �1 Phone & Email N STAT T ATTON ADDRESS: t � , Quarterly Payment Amount (FIrst payment due on the Tnstall 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 I� SPECIAL OR ADDITIONAL COMMENTS '•3 - -Yi s �-F- Z-o2,G�, �La"- �D NOTIFICATION STICKER LOCATED: DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERLN THE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained In literature provided by DowElanco: 1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4. during those years, inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or, removal of Recruit* of Recruit* termite bait; and C. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions of this agreement for � ,N per quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the 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 and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or under the area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insect Infestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPAN�; DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY. Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any kind, and in no event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. treatment SENts, And/or IC po FACTORS: Customer ants to consult a physician If necessary regardingIt Is the lity anyof All affecta heProperty s, visitors, treatm treatment guests, and/or other temporary or permanent occupant days prior to treatment regardingany-allergy may have and (2)it Is their responsibility to notify Apex In writing not less than two (2) Y sensitivity concerning odors, dust, poilen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex, GENERAL TERMS AND CONDITIONS By s ecific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this ecomact And onenu P apply wlthout exceptlon. * onents are and will remain to property of DowElanco. The Customer has no rights to any of the 1, DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: P of the Sentricon System (Comp ) other than the right to their use as Components, and the Purchaser may not alter, remove, or modify the components In any way, installed by Apex on the Customer's premises under this agreement. 2, On expiration or termination remises theis eement, Apex And Statlons and other Complanco or Its onents contained therein for appropriate disposition. ustomer to retrieve from the Customers p of 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 CustlmnotezConventlonal "ilquidr the lbarrier" metes of hod eof termitr using Re control ifferent may not toffer Annreffective or discontinuing the relationsh p( tations of certain structures. In such evenp) event (x may not be able to offer a different means of controlling certain termite infes form of termite protection, erefore may have ogi nue the orm agree on use of a different f oftermite protection, veethe iCustomer creditforservice paid for but not yet received; (4)if ex ot offer an ive different m of termite e re the Customer elects to discontinue e equal tothefete paldlforservices nnot yet received, tand (S)retriever or advise Do pElanco or refund to the Customer an q 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. NS ADDITIONS AND/OR ALTERA stOructurall This Agreement or otherwise changs the Structure(s) ednor;I(2) to any termlt clde being tApplied onial noraclose to Prior to; (I)the Structure(s) being Y An tam erin of baiting equipment or supplies the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) y P g g may occurs, the Customer will immediately because Apex ny alteratlonIn nadditiong. roroother�sucheevent,x In rmay be provid diting of the sbytAp x AtAbove Customers Agreement, Additional expense, and may require and adjustment in the annual fee. any else DAMAGE RELATED TO SERVICE or Animals. will exer Under nouclrcumstae care nceseorocondiglons shall Apex be responsibany work hereunder In le for dam ge gamsed a part of the Customer's property, plants, tlme the work is performed except those damages resulting from gross negligence on the part of Apex, PAYMENT/DEFAULT, All payments due pursuant to this Agreement shall be made At the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue Ali 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 e effect, CRANGE IN LAW. In the event of a change In Applicable law As It pertains to the services promised herein, Apex reserved the rightto revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfilling its responsibilities under the terms of this Agreement by Any reason of delays in transportation, shortages of fuellor 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; (I)termite damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; (3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)Areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION, Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules And procedures 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 seg, The proceeding shall be governed by one Arbitrator, and the location of Arbitration will be Brevard County, Florida At the offices of Apex or Its designee. The arbitrator will have the complete power to determine Ali Issues of fact and law, and Any determination of the Arbitrators will 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 and no other representations of statements will be binding on the parties. REFUNDS, Apex At Any time on or After 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and be relieved of any liability hereunder If Apex determines, In its sole discretion, that It is unable to prevent or stop further damage to Property from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing to The Apex Corporate Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex Access to the identified Property for any purpose contemplated by this Agreement, including but not ilmited to re -inspection, whether the Inspection was requested by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY, This Agreement Is assignable by Customer for a period of I (one) year from Its effective date. After this Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a ES.M, transfer fee payable to Apex within 30 (thirty) days of the transfer of the treated Property. """" *Trademark of DowElanco Brevard Area Orlando Area 'Pampa/Sarasota Area 508 S Plumosa St: 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407-459.2847 407.858-0540 813.221-2847 800-929-2847 888.764.2847 877-459.2847 -;; PLOT PLAN DESCRIPTION: A PARCEL C"-LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 26, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROUGH 29; 'THENCE RUN S89°17'34"E A DISTANCE OF 309.46 FEET TO THE POINT OF BEGINNING; THENCE='SUN N00°42'26"E A DISTANCE OF 110.00 FEET; THENCE RUN S89°17'34"E A DISTANCE OF 50.00 FEET; THENCE RUN S00°42'26"W A DISTANCE OF 110.00 FEET; THENCE RUN N89°17'34"W A DISTANCE OF 50:00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES t. NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. 1" = 30' GRAPHIC SCALE 0 15 30 LOT 45 CONTAINS 5500 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 519 SQ. FT. t TOTAL SOD 2602 SQ. FT. t TRACT "A" UNNAMED ROADWAY N89'17'34"W 501.18' P n 284.88' i - - - 216.30' wl CENTERLINE OF� RIGHT OF WAY NIO N10 e1� 50.00' ps OI FLOOR SLAB ELEVATION MUST BE 16" Ar `w`'; C R0WN OF ADJACENT ROAD UNL a OTHERWISE APPROVED POINT OF COMMENCEMENTI NW CORNER LOT S2 BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PEP. LOT GRADING PLANS PROVIDED BY THE CLIENT. LOT 46 w O cND . N O O O z POINT OF BEGINNING S89'17'34"E o PROPOSED 6 MODEL 1965 iO FINISHED FLOOR ELEVATION=46.1 40.0' 40.0' • PATIO,;t ., 0 16.wzz� - LOT 45 DRAINAGE TYPE B aj 5.0' LOT 44- A/CN O O ('4 �Y O O 6j V �y, N89.17'34"W I LOT 26 I 50.00' I BAKERS CROSSINGPHASE PLAT BOOK160LOT 31 LOT 32 PAGES 27-29 I I I BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 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 PURPOSE ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN 'ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON I THE NORTHERLY LINE OF LOT 26, BAKERS CROSSING PHASE 1 BEING N89'17'34" IN PER PLA-i. (FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY: WRM JOB NO. ASM40121 DRAWN BY: REVISED - METES k BOUNDS 05/13/03 SDO LEGEND LOT 33 — - BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH - - CENTERLINE BOB POINT ON BOUNDARY POL POINT ON LINE — — RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATURE X PROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT - A DENOTES DELTA ANGLE L� CONCRETE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND.SURVEYOR PC DENOTES POINT OF CURVATURE PR PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE (P) PER PLAT PT DENOTES POINT OF TANGENCY (M) MEASURED TYP TYPICAL (CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CP CONCRETE PAD CSC CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PGS PAGES R/W RICH T-OF-WAY NG;r. Y,;, NATURAL GRADE ORD OFFICIAL RECORDS BOOK SO: FT" SQUARE FEET L 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 W.THOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, FOR • TFI E • , FIRM WILLIA R. M SCATEL 0 JR. PSIV#4 28 DATE PLAN 2-12-03 JML 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 i * I I b (L k' tltz�� . • CAULK BETWEEN CONCRETE OR WOGD BUCK L ONE BY VOOD MaSONRT OPENING MaS'r. OPENING BUCK BY OTHER: 6x OTHERS BY OTHERS CAULK. BETVEEN I V[NDOV FLANGE ^ / L vOOD BUCK \" r 1 [ a - MIN. n EMBEDMENT 6 V I-t/•- nIN (BUCK VIDTM) EN BE DnENi INSTALLATION ION ANCHOP —I ONE 91 W000 J/16- ➢IA. TAaCON yll` D BUCX BY OTHERS SHIM AS RCO'D. RIGID VINYL 1/4• MAX. GLAZING BEAD (SEE NOTES) ` INSTALLATION ANCHOR (TYP) / 3/16' DIA. TAPCON 7 STUCCO J BY OTHERS SHIM AS REO"D. 1/4' MAX. GLASS PERIMETER (SEE NOTES) (TYPXSEE NO . CAULK BY OTHERS 1 c FLANGC TYPE FLANGE TYPE VIN➢OV FRAME F V[NDOV FRAME JAMB CAULK BETVEEN HEADER VINDOV FLANGE v RIGID VINYL L vppD EUCK PERIMETER GLAZING BEAD CauK (irP) GLASS By OTHERS DOv (TYP) (SEE NOTES) V.V. GHT) (VINDOv WIDTH) E.H. (SUCK HEIGHT) CAULK BETVEEN WINDOW FLANGE L PRECAST SILL V/ vULKEM lib ADHESIVE p CAULK. OR.APRV-D. EOL. SECTION B—U FLANGE TYPE PERIMETER vINDOv FRAME CAULK '-" SILL BY OTHERS 1 9 W.W. ;CAST SILL J a c /- �G A• BY OTHERS o SECTION P,—A�l C NoreSr 1) SHIM AS REEO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLO—EI E SHIM STACK TO BE 1 /4-- 1--- D I 1 — 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1 I 3) INSTALLATKJN ANCHOR MUST BE OF SUFFICIENT Lin. TO ACHIEVE r MIN. EMBEDMENT OF 1-1/4INTO MASONRY OR CONCRETE. / / I 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAL, 1 to JaMBS. SILL MUST EE ATTACHED TO THE SU3STRATE w17.-I B VULKEM 116 ADHESIVE CAULK OR APPROVED EGJAL. I I 5) USE SILICONIZED ACRYLIC CAULK FOP. PERIMETER SEAL AROUND W H —1 ExiEF.:OR OF WINDOW FLANGE. F — 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. US= ANCHOR O^JANTITY LISTED WITH NEXT L.>RGER SI?E. FOR. 7- / APPROPRa7E DESIGN PRESSURE REO O. / 7) GLASS TttCKNESS MAY VARY PER THE =.EOUIFEMENTS GF ASTM E1300 GLASS CHARTS. 8) LETTER ON THE TAPCON _ESIGNATIONS LOCATION CFAPT INDtC=."_ WHERE -, =CON ANCHORS ARE TO SE:I-STALE-'=- WHEN UStl,': 7:-E 1 EXTERIOF. ELEVATION AS A KEY. l ' 5) ALL FACTC-Y APPLIED HOLES NOT OESIGIIA.TEO FOR iAFCC�N ANCHOR SHOULD EE FILLE9 WITH 3z SrRE`ec n_c ;IJFFlC:Ex- I - -' TO PROV:CE MIN. 5/6 IN r P_EVMENi :NTO WOnO EUCK. A -� D _0 o uoZ..> _ _ .r - _ PRINT AL SC .:.=PULES 7-=_ FLIJF.IOA'_ I SERIES S:NGL= HUNG= `, n I /� I\I ) �.! l I;) wHE?E A'NG 1 Ir -. .._ _ r w i.- — — — ` j I JI iRUCT _A_ iA J %t SJF IC _ vG 7 1 - �- I '�l'• 7�ET _ I '• '--Ir CAULK BETVEEN WOOD BUCK L M S'r.. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS TAPCON LOCATION CHART CALL BUCK. LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30P57 TO 40AS7 41 c57 TO 70PSF 30P5F TO 40117 4I P57 70 7&sr 12 t6 1/8 X 25 B e F,G F,G 13 Ia 1/8 x 37 3/8 fi IS F.G F.G 14 18 1/6 x 49 5/8 B e F.G F.G 145 18 1/3 % 55 1/4 B e F.G F.G 15 Ia 1/8 X 62 B e F.G F.G 16 13 1/1 X 71 B B F.G F,G,HJ 17 1a I/a x 81 F.G F,G,J.K 1H2 25 1/2 X 25 B e 1.1, ru— IM3 25 1/2 X 37 3/8 8 B F.G F.G IH4 25 1/2 X 49 5/4 B B F.G F,G,HJ 1H45 25 1/1 z 55 1/4 8 B Fr F,G.HJ IH5 25 1/2 x 62 13 B F,G F.G,HJ 1H6 25 1/2 x 71 8 S F. F.G,HJ IH7 25 1/2 X 63 B B F,G.J.K 30 I/2 . 25 29 1/2 X 25 B 6 30 1/2 . 3a J/e 29 1/2 x 37 5/8 B B F.G F.G 30 1/2 . 50 5/8 29. 1/2 x 49 5/e a B F,G F,G.HJ 30 1/2 . 56 1/4 29 1/2 x 55 1/a 8 6 F.G F,G MJ 30 1/2 63 29 1/2 x 62 8 6 F.G F,GM.1 30 t/2 . 72 29 1/2 x 71 8 6 F.GHJ F,GMJ 30 t 2 . 84 29 1/2 X 83 8 6 F.G.J.K F,GJ.K 36 x 25 23 36 . 37 3/8 B F.G F,G 24 35 x 41 5/a e ¢ F.G F.G ,HJ 245 36 . 55 1/1 8 e F.G F.G.HJ 25 36 X 62 6 8 F,GM.1 F,GMi 26 38 x 71 B 8 F,G.M O.E.F.GMJ 27 36_X e] E 1 B F,G.J.K F,G.H,IJ.K 42 . 25 41 x 25 a 1. 42 3a 3, .1 P 3/8 8 8 - F.G F.GMJ 42 . 50 5/e 4t % •1, 5/E E 9 F,G F,G.HJ 42 . 56 1/4 41 x 55 1/1 B E F,G.HJ F,G.MJ 42 . 63 41 x 62 6 B F.GMJ O.E.F,G,HJ 42 . 72 41 x 71 8 8 F,GM.I O.E F.GMJ 42 . S. .1 x 63 B B F.G.J K F,G r+,IJK 48 • 26 =7 x 25 B A.0 F.G IA 48 32 3/3 •7 3' 3/3 A•C F.G F,G.H.. 4a 50 5/3 •7 X 41 5/3 B A c F.G F.GMJ . 56 /4 +7 x 55 i/• AC F.G.HJ F.G.HJ 43 . 53 . 4e x 72 47 z 62 .7 x 71 B a A.0 A.0 F,G.H,I F,cY.I D.E.F,CH.I O.E.F.G.H.1 a4 7 x63 p xr F JK D FGHviX 32 52 1/3 x 25 2 A.0 ',G F,G 33 52 /e x ,7 3/a 'c A.0 �G F.G.HJ 34 52 1/- X S 5/a 3 A.0 F,G,M..1 F,G.HJ 345 52 1/2 x 55 t/4 8 A,C F,G,M,1 O.E.F,GHJ 35 52 1 /3 x 62 3 A.0 F,G.H.1 D,E.F.G M I 36 " 52 1/3 x 71 a A.0 F.G.H,I O.E.F.G.M.1 . 37 52 1 /5 x 53 _ A.0 F G.J.K. O.ES.G.J.Y..J K 31' SI_S NG7 IN 1000 cp IS00 SERIES. RNATIONAL. INC FLORIDA EXTR DEPji a FORD, FLORIDA _ _ TITLE: ii1S I,'-__. ..!_N LI-I.--- �. j= F. S ! 000 i =�00 '000 BY:3.P??OVE7 S'i 1' MIN [M�DIEI HEATHING Y OTHERS t WSTALLATION 1CHUR SCREV (T YP1 EXTERIOR FINISH BY OTHERS PERIHC7ER CAULK Br OTHERS FIN FRAME HEADER INIw �IfNI EXTERIOR PEIMETER BYROTHERS CAULK XTER ]OR FINISH —� I OTHERS B INSTALLAI ION NEHOR SCREV (TYP.) SHEATHING BY GTHERS CAULK BEHIND FIN — T VO BY BUILD DOVN BY OTHERS / NOTES -SHIM AS REO'D. I) SHIM AS REO D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING (SEE NOTES) SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1/4" MAX 3) USE SIMONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. FIHIM SPACE A) USE SNICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF " WINDOW FRAME. 5) CUSS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM CUSS CHARTS. SINGLE GLAZING IS SHOwH, INSULATING CLASS 6 ALSO QUALIFIED. OUAL 6) SCREW ANCHORS AT HEAD, SILL & JAMBS SHOULD BE 18 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PUCE /8 SCREW ANCHORS 6" FROM CORNERS AND 24" O.C. MAX- 7) BUILD DOWN AROUND CURVED PRTK)N OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY 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. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. 1T IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750, & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. GLAZING (TYP. SEE NOTES) - -FIN FRAME SILL SHIM AS R£O'D.— (SEE NOTES) / SEC I iG;I A -A L yr rax. SHIs SPAT( EXTERIOR ELEVATION T'U BY F%AM:N'� 3Y OTHCRS CAULK BCH;ND FIN a- r # 2 2002 )w 1T I— wX. AB INSTALLATION SHIM SPACE ANCHOR SCREV (TYP.) TV O BY FRAMING SHIM AS REO'D. Br OTHERS SCE NOT(S) I FN fRAnE JAMCAULK BEHIND fIN IBS 1 / GLAZING (TYP. SEE NOTES) 1' MR EMBEINDIT Bx OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS . —VINBGV VIDTH BPERIMETER CAULK r OTHER'S SECTION B-B EXTERIOR EL=VATION FLORIDA EXTRUDERS INTERNATIONAL. SANFORD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED w):NDOW 1000, 1750, & 2000 SER;=S DRAWN BY: BB , APPROVED BY: DATE:02/14/02 ISCALE i,iTS DWG.: FLEX0037 • ONE BY BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L SHEATHING .LTVIDEO (TYP.) BY OTHERS EXTERIO FINISH BY OTHERS PERIMETER CAULK J BY OTHERS WINDOW FRAME HEAD WINDOW HEIGHT EXTERIOR WINDOW FRAME SILL PERIMETER CAULK BY OTHERS EXTERIOR - FINISH BY OTHERS INSTALLATION ANCHOR al0 SCREW SUCK WIDTH 1-EuBEDBMIN. EOMENi _ HIM MAX. SPACE SHIM BUILD .DOWN CAULK BETWEEN. - BY OTHERS TWO By BUCK - NOT TWO BY FRAMING (ALSO APPLIES - ON L-CCRETE - TO SILL) 1) $/11M AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MtAx. - BY OTHERS By OTHERS ALLOWABLE SHIM STACK TO BE 1/1 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. -_ 1-3/8- MIN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTH. TO ACHIEVE $HIM AS REO'D EMBEDMENT MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE- 110 INSTALLATION ' (SEE NOTED IN$TAILATiON ANCHOR , SCREWS AT HEAD NE JAMBS MUST BE OF SUFFICIENT LENGTH TO "ACHIEVE 1 3/8" - - MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE RECURED " - INSTALLATION ANCHORS Bc SCREWS TO BE PLACED 6 IN. FROM CORNERS & 24 IN. '` BETWEEN iFs`' �', O.C. MAX. -..:.:.... WINDOW FRiWE':. EHIND WINDOW -RANGE -AT HEAD. SILL-& JAMBS - JAMB `� USES�UCONIZED ACRYLIC"CAULK BEHIND-WINDOW ;CAULK v1NIOV fIANGE vy **: "4) . 5) USE :SILIOOw2ED ACRYLICCAULK FORPERIMETERSEAL AROUND EXTERIOR OF -.. :..' �. ":L VWD BUCKro�i RyY T'.. •v `Y c WINDOW FLANGE. CA.A2ING <TTP DACE' `� CUSS THICKNESS MAY VARY PER THE REOUIREMEMS _OFASTM E/300 4LL55 - SEE -'>~t SHIM CHARTS.'-SINGGLA LE ZING :IS SHOWN. INSULATING GLASS IS .ALSO QUALIFIED .... FRAME TO. BE ENGWEEREO BY _:"' 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW - OTHERS: BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY - - TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. - 8) FLORIDA EXTRUDERS TOM SERIES DESIGNER WINDOW SHOWN.. THIS PRINT ALSO .. . APPLIES TO FLORIDA EXTRUDERS 1750 SERIES h 20M SEWS. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT AMENDED TO -LIMIT USE or THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK SHIM AS REO"D (SEE NOT CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE - MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. WINDOW WIDTH SECTION B—B GLAZING (TTP. SEE NOTES) SHIM AS REQ'D (SEE NOTES) CAULK BETWEEN d WINDOW FLANGE L [INC BY WOOD BUCK CAULK BCTVEEN WOOD BRICK L MASONRY OPENING BY OTHERS MO$CO•PYC OR SECTION ICIN A —A ,�a,Y OTHCPS BUCK HEIGHT L1/4- MAX. SHIM SPACE A EXTERIOR ELEVATION 1 _ 1-1/4- MY.CENTRAL FLORIDA B.0.A.ay. � n EMBEDMENT ONE BY v00D MARUFACI ER NAM: N 1. BUCK BY ETHERS Y-__ MASTER FRX # �{ IN:7ALL--1214 AHC"hDP _ 3n6- Ci: Tt CON ♦ :_.r1 .`I.; AY iT EXTERIOR FINISH - BY OTHERS WINDOW WIDTH - - A / HEIGHT HEGHT * B B I A EXTERIOR ELEVATION FLORIDA EXTRUDERS INTERNATIONAL, . RIDA" TITLE: FLANGE INSTALLATION DETAIL W/ FRAME BUILD DOWN " DESIGNER FIXED "WINDOW/ 1000, 1750, & 2000 SERIES DRAWN BY: BB APPROVED BY: DATE:02/12102 1 SCALE: NTS DWG.: FLEx0036 $HEA7HING Br OTHERS STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS roA 6kTPvD6RS SLIDING GLASS DOOR, FRAME SILL SHIN AS PC'O-D INSTALLATION ANCHOR (SEE NOTES) t8 SCREW. CAULK BETWEEN TWO BY WOOD DOOR FLANGE �BY OTHERS L SHEATHING 71 IFA 1/4' MAX. SHIM SPACE I-1/8" MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYPJ I DOOR HEIGHT J ol�l I D -�- DOOR WIDTH SLIDING GLASS DOOR FRAM JAH" /A' MAX- SHIM SPACE INSTALLATION ANCHOR ITWO BY WOOD c8 SCREW I-I/8 MIN BY OTHERS TWO BY WOOD DMENT 'EnBE ` BY OTHERS CAULK BETWEEN HOOK L SHEATHINGP SLIDING GLASS DOOR SHIM AS REO'D. HOOK. STRIP <SEE NOTES) % INSTALLATION ANCHOR F8 SCREV TEMPERED GLASS CAULK BETWEEN (T YP-) DOOR FLANGE L SHEATHING PERIMETER �- SHEATHING \ BY OTHERS CAULK BY TEn ER£D GLASS - OTHERS STUCCO (TYPJ OR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B A-1 /joD EMBEDMENT EXTER- I\ ELEVA T ION G ;I-1/a' MIN. 2 PANEL DCOR SHOWN D i i - D \ LIBERALLT APPLY ' CAULKING GTIDER SILL GR SET SILL IN BEG - INSTALL=.LION tNCrOR OF CONCRETE 200132 a 1-1/8" MU1 EMBEDMENT SHEATHING BY OTHERS STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL 1'DOOR HATERIAL_ ALUMINUM ALLOY 6063, 2) 28 INSTALLATION SCREWS MST 3E OF Sufi ICIENT LENGTH TO ACHIEVE Mitt EMBEDMENT OF 1-1/5' INTO VOOD. TAPCON TTPC INSTALLATION ANCHORS AT SILL MUST BE OF S Ff`ICIENT LENGTH TO ACHIEVE NUl ENBCDIC.T 5 1-1/4' INTO MASONRY OR CONCRETE. 31 INSTALLATION ANCHOR CHART ON BACK OF THIS SHUT, N) USE SILICO IZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JAMBS ZE 51 USE SILICCHID ACRTL IC CAULK FOR P£RIMET ER SEAL AROLoHD EXTERIOR OF DOOR. 61 TF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR. CHART. USE ANCHOR OUANTITY LISTED VITH NCXT LARGER SIZE. FDR THE APPROPRIATE DESIGN PRESSURE REO'D. )) FOR POCKET DOCa SIZES USE G CLOSEST BYPASS DOOR SIZE L CCIWIGURATION TO FINISHED OPENING, PLACE INS TALLATION ANCHOR- IN FRONT OF WOK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PER REOUiREMENTS OF ASTM C1300 GLASS CHARTS, 91 DOOR UNIT IS APPROVED USING TENP£RCD CLASS in SINGLE GLAZED OR INSULAT FLASZ. 101 JAMB/ SILL CL".NE RS ARE TO 3E SEALED VITH A SMALL A1NT SEAM SE ALEP. 11) SHIM AS REO'D. AT A. SE c INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 12) ALL INSTALLATION A.+NCFORS MUST BE MADE OF CORROSION RESISiAMT MATERIAS. 1]1 WHERE 'X- RE?RESENTS MOVING PANCL AHD V' REPRE ZENTS F1KED PANEL APPROVED CDFIGUR:-TICrv: AR[ AS LISTED [N ANCHOR CHART ON BACK OF iHi$ SHEET. IN) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SOWN ON THIS DRAViNG. WVEVER INST KLANDN - SECTIONS -15". '3-3" L W� STRIP 9ETA:L APPLT TO INSTALLATION OF ALL APPROVi9 CW CUP A TIG S 151 FLORIDA Ex TRVDCRS IOW SERIES SLIDING GLASS DOOR IS SHIVN_ THIS PRINT ALSO APPLIES TO 2C00 SERIES —3 500 SERIES. P.EVI DESCRIPTION DATE INI EXTRUDERS F L 0 P I D A INI . INC. SANFORD FL TITLE: SLIDING CLASS DOER INSTALLATION \, IT'H SCREWS DR=W" BY: R3 APPROVED 8Y: DATE: !211710'. SCaLE: Ni- IDYG-L_:-(MV SFT I _: a Iq j_TA]�_ E rNSTALLATION ANCHOR 3/116' DITA TAPCON' SCRE-V PACHCR CTYF.) ExTERNAL WJLLION MSTALLATMON CLIP L CENTRAL- FLOREDA B.O.A. E Rp T t 49 X 3/4.,s SELF MANUV S�ANT BETWEEN 48 i,3/4 $ELF,�.. _..,ACTURER NA31E: ANGE S WINDOW FL TAP,.P.U1* SMS 4TAPPING L�� KILLION LA uagR:s HEAD 'lip. SEAL,*47 EETVEEN SECTION` A -A WINDOW FLANGES-'SECTIO A -A �,A., W, R u_ , " , " 1000' L KJLLIO;4 z7! : t -5 -, 1CCCF 1.1 /DES -'GNER F SILL ('T Y* P.' o- X, 3/4 Ion SELF 0 P.W./D,- #2 X 3/4 SELF �; I ' - - -1 J` . " t / - F S sms SILL (TYP.) TAPFiNG SH F 7/16 x,,-/e x a 1 1/4' MIN. TU e BE MULLMN, TUBE' zl F EiviZEDMENT 4 _-_L TAPPING SMS 7: X. 3/8 2 x TUBE MULLION SEAL BETWEEN WINDOW IND W FLANGE& L MULLION n TA !q SEALANT BETWEEN �JNDCV FLAKE L WIL ION A N. X -14 iSEL, Xi 2/4 TAPPING SMS TAPPING SILF HEAD ITYP.) 1000 &H. SMS HEADATYP-) I. _40 SEALANT 9ETVIE-1-N q7C1iQN C..— A SECTION A -A (4 L RULLION WINDOW FLA.NtL IQGa -P %�vruESIGINER RVIDESIGNER SE;LLANT EETVEENi_� ly, MO �AP�183 SMS 4 ell ELE-1�ATi!iN SLL:'(TYR) ee X a SELF SILL ms mULLION 6e: 4 Sr, iAPFING SMS 7 viee,,EC FROM P'X. 10.R 2/z SELfF L L- �� !, SE:CT 1N A -A iZ TAPPih4 SI�S X.3/6 30Q S.H. x 1/8 1 X 4 x INTERNATIONAL. INC !FLORIDA EXTRUDERS SANFORD, FLORIDA TITLEIAI j T innc,/i=-on ANG.- SHEET : lj L R S C E�- of 2, F _JIB: J P R, U. DRAWN E Y: M 'S 7 AP DROVED BY: -;rmo n A TV- 7' SCALE: r)WG.: MIAMIOADE MrAIVII-DARE COUNTY. FLORA METRO-DADE FLAGLER BUILDI, BUILDING CODE COMPLIANCE OFF1 METRO -DADS FLAGLRR Butl.nr 140 mis,r FLAG LEit S'I'Iti?L'T, surm I• MIAM1, FLORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-290I FAX (305)375 Premdor Entry Systems 911 E..Ieferson, P.O. Box 76 Pittsburgh ,KS 66762 CON't'IUCTOR LICENSING SEC'rl (3U3) 375.2527 FAN (3U5) 375-: (:oxriLwrott U1tCF.dtt:ix,r mvisi (305) 375.29" VAN (305) 375-1 Pttotwc. r CONTROL UIVIZ; (305) 375-2902 t°A.\ (305) 3724 Your application for Notice of Acceptance (NOA) .of Entergy 6-8 S-W/E Inswing GIaLcd Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under'the conditions specified herein. T-his NOA shalt not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it, determined by BCCO that this product or material fails to meet the requirements of the South Flor Buildin, Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Rato tcoarlguez Chief Product Control Division 'THIS 1S THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENER,\L CONDITIONS BUiLDING CODE & PRODUCT REViEW CONINTITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Bu'tldi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. APPROVED: 06I05/200 i X-111L. 4-" Francisco 1. Quintana, R.A. Director Miami -Dade Count' Building Code Complinnce Of'fic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPEC1F1C CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply -with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION �.I The Series Entergy 6-8 S-!V/E Insiving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW4, Sheets t through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepare( manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Sin( lc 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'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hum( protection system;. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIREINIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1 2 Duplicate copies ofthc approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed instaflatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co. (SFBC) in order to properly evaluate the install icon of this system. tvlanu l Percz, P.E. Product Co ro Exam Product Control Division ' r is Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE Of ACCEPTANCE: STANDARD CONDITIONS I . Renewal of this Acccptance (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 acccptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddet or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirely. 7. A copy of this Acccptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the maclufacturer 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 rcnioval Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCEP"'ANCL Manu Pcrcz, P.C.; Product Contr .cam ProduLLControl Division COP-Wl-MA64'60.02'` °* a FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing X 2T COP-WL-MA0141-02 02-0419.08 (Application Filed) 52.0 NO 2,6" 2'8" 2'10" 3'0" X0, OX, OXO j 3'6" 2'8" + 1.0" Not Listed Not Listed 02-0419,08 COP-WL-MA0143-02 (Application Fled) — — 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0"+2'8"+IT COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 NO I , 1'0" + 2'10" + 1'0" 1'2' + TV + 1'2" 1'0" + 2'8" + 1'0" 1'0" - 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17' + 3'0" + 1'2" 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0' + TO" + 3'0" XX, DUO I 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 (Application Filed) 52.0 j I NO 1 2'8" + 2'8" 2'10" + 2'l0" 3'0" + 3'0" ' 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 A lication Filed) ) 52.0 NO 2'8" + 2.8" + 2'8" + 2,8" 2'l0" + 2-10" + 210" + 2'10' 3'0" + TO" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other struct!.res). National, state 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, :f 202 & PA2C,. Oat j�raff -' AR 0 EK," 1,1I,YXCI.Ait kKTµr I,DDNi N"n.1:.wN F6.,1., E""r D" Apt t 29. IM? Our 00%,nq Dnpam of p.xun n11pr0.,Cn8n1 mJtts EpttdcNbne, deipn and droduu dtLN, :ubjGl 10 CA)nde .00u, .Wier. Masonite International Corporation GOP-WL-MA0100-02 f. FIBERGLASS DOORS Glazed Units 6'8" Height — OL1tswing X 2.0,• TV _ 2'8" 2'10" 3'0". 3'6" 1 2'8" + 17 i t 210" + 1'0" f 2'10" + 17, 3'0" + 1'2" COP-WL-MA0161-02 02-0418.03 (Application Filed) 55.0 NO Not.Usted COP-WL-MA0163-02 Not Listed 02-0418.03 (Application Filed) — = 55.0 NO 3, OX• OXO 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 (Application filed) 55.0 NO , ' 1'0" + 2'10" + 1'0" 17' + 2'8" + 17' 1'0" + 2'8" + 1'0" l'O" + 3'0" + 1'0" 1'2" + 2'10" + t'2" 1'2" + 37 + 1'2" 2'6' , 2'6" + TV 28"+2o +28 2' 10" + 2' 10" + 2'10" i 3'0" + 3'0" + 3'0" OXXO 2'8" + 2'8" COP-WI.-MA0162-02 02-0418.03 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" i 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 1— 02-0418.03 (Application Filed) 55.0 NO 2'8" + TV + 2'8" + 2'8" 2'10" +2'10" + 2'10" + 210" TO" + 3'0" + 3'0" + 3'0" Mote`: 1. Occr a. rangernents using fewer panels than whai 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 loc2tion is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Oak r aff AR K.. I .l:..w'1 :[5 f.1I by CIOOR5 Iwn-T•.wed Wrl4.. E.,, rl Masonite International Corpora tior. 0., C*"I"..,'Q o'.0'Am 01 P oe"�t o'o' 'enl makes SpeciGCNiom. DeSipn Ma pOj'cl I EN]ii ;c^.j:P to ChJnye giUapl PJUpt. - 0 Pw Lt:MA0100i02WA FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing X COP-WL-MA0146-02 02-0423.01 (Application Filed) 40.0 NO 2'6" 2'8" _ 2'10" 3'0" 3'6" Not Listed Not Listed — — t Xi.. OX, ;';Xo 2,8" + 1'0" COP-WL-MA0148-02 02-0423.01 (Application Filed) 40.0 NO i i 2'8" + 17' 2'10" + 1'0" 2'10" + 1'2" To" + 1'0" ! XG" + 1'2" COP-WL-MA0149-02 02-0423.01 (Application Filed) 40.0 NO J IL "C" t 2'10" + 1'0" +� 17 + 2'8" + 17' —~ 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" TV + TV + 2'6" 2'8" + TV + 2'8" 2'10" + 2'10" + 2'10" + s'0" + 3'0" XX, OXXO 2'8"+2:8" COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 (Application Filed) 40.0 NO I 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + TO" Notes: 1. Door arrangements us;q tower panels than what is sriown in the above chart also comply under the product approvals shown. 2. Assembly details are available from. the Masonite Inlernalional website (www.masonite.com) or from the technical center. 3. Xsta:'a:ion instructions are available from the N.asonite Internaticnal website (www.masonite.com) or from the technical center. 4. hcla2: c_sign pressure requirement for a spacitic cuild!ng 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. Masonde International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak off ARTEW I„f f.N .r. •\tS l:N'I'kY P(f(11:C Nenl.. w.Y iq,r,""C-sir 0"nn F;d 2 ). 20n_2 fm c?lv.iJ K nrc:':rf CI e[e!i,o empr incur iuAc! sp(:al;_;'grs, eesvr :--] ;r>:::1 Masonite International Corporatior, ..J COP-WL=MA0100.02 =: FIBERGLASS DOORS Glazed Units 8'0" Height — Outswing 1 1 , �• ,I ,2'0"2'6" 7COP-WL-MAO166-02 02-0423.03 X 2'8" (Application Filed) 47.0 NO 2'10" 3'0" Not Listed — — 3'6" Not Listed 2'8" + 1'0" 2'8" + 'IT 2'10" + 1'0" 02-0423.03 2'10" + 1'2" COP-WL-MA0168-02 (Application Filed) 47.0 NO 3'0" + 17 3'0" + 17 1'0" + 2'8" + 1'0" 17 + 2'10" + 1'0" X0. OX, OXO 1'2" + 2'8" + 1 `Z' 1'0" + 2'8" + 1'0" 17 + 3'0" + 1'0" 02-0423.03 17 + 2'10" + 17 COP-WL-MA0169-02 (Application Filed) 47.0 NO 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" + 37 2'8" + 2'8" 2'8" + 2'8" 02-0423.03 2'10" + 2'10" COP-WL-MA0167-02 (Application Filed) 47.0 NO 37 + 3'0" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0423.03 2'10" + 2'10" + 210" + 2'10" COP-WL-MA0170-02 (Application Filed) 47.0 NO 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 6 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. Oakgraff EEC`" W u.•�I.fain 'fe•tu ca f HERCLASS F 1KY Doo"S N T. EL«f—Envy Do Api 29.1001 OW Commuing pfogarn of product ilnDl ernenl mikes speCil"i—. design and D•oduel dealt suoltef 10 change wdnoW nolKe. F •<tufcc ly l.om Masonite International Corporation a Opaque Units 6'8" Height — Inswing X 2'0" 2'6" 2'8" COP-WL-MA0101-02 2'10" 3'0" 01-1031.01 76.0 NO 3'6" Not Listed Not Listed — — X0, OX, OXO 2'8" + 1'0" COP-WL-MA0103-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 17 2'10" + 'IT 2'10" + 1'2" 3'0" + 1'0" 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO 1'0" + 210" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 17" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6"+TV+2'6" 2'8" + 2'8" + 2'8" 210"•+ 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. Oakcraff a. A 0 EK'" f1hVXGI.ASS E.*N'[NY DOORS No,..TawrW FO V,Em De PREM v�::G.✓G pis. AOnI 29. 2002 Du: comm".n9 oroolam of orodun mp—ement makes soecdlcatans. d—gn and orodua Masonite I n t e r n a t i o n a I C o r p o r a t t o n feud SUDRCt to cn'.Qe w000 note - i t i .1 a dCOP_WL=MA01OQ 02: u,s FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing X 2'0" COP-WL-MA0121-02 01-1031.02 76.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed I Not Listed f — — X0, OX. OXO +_U 2'8" + 1'0" W1111110111WIL.111111i.,. COP-WL-MA0123-02 02-0109.09 (Application Filed) 1• . 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 37 + 1'0" 3'0" + 17' 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Filed) 55.0 NO 1'0" + 2'10" + 17 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17' + 2'10" + 17 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" TV + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from.the technical center. 4. Actual design pressure requirement for a specific buifding 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. E.<ru<�.ely Iron O akc aff •rl"1 < c d � EEC" FINFHGI.ASS F:N1'ttY DOORS N Tc.a.M iA.rp<.+ burr C— Masonite International Corporation Out onbnui2 Our continuing program of Product improvemem makes s0eciliptgns, design and propuCl aeud suorect to change without notice. j E 9 Opaque Units 8'0" Height — Inswing X t 2'0" t COP-WL-MA0106-02 i.f 02-0109.08 (Application Filed) af 70.0 t, NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed —I — f. •t NO 1• X0, OX, OXO 2'8" + 17 COP-WL-MA0108-02 �� I• t 02-0109.08 (Application Filed) 55.0 2'8"+IT 210" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 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" + 210" + 2'10" 3'0" + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 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" + 2'10" 3'0" + 37 + 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 akcraff _ AR 4 EK'" e l,n:,<c,.rax F:NI"KY nr)ONG nbn..a..•ClMrr4"EmrY Oxon Ao,a 29. 2002 Our Contmu,ny ofog(am of Product m0rovement makeS SWifi[jtgnS. ues.Qn ano OroouEt ona, SuO1e[t to cnanOe wnnoul non[!. E •rru,�v<IY r,om m o�. Masonite International Corporation It FIBERGLASS DOORS Opaque Units 1 X Singles1 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" 2'8" + 1.0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" TO" + 1'2" 1 COP-WL-MA0126-02 Not Listed COP-WL-MA0128-02 1'• 02-0109.07 (Application Filed) Not Listed 02-0109.07 (Application Filed) 8'0" Height • 1 70.0 — Outswing 1 1 NO — 55.0 — NO 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" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 37 + IT 17 + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 37 + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Q Oakcraff AR 1 EW ..1 '1 c <.I f•ri�ai<ely Irom FIMI:ItGLASS VN"I NY•nOONS Nw.T .wnd F4.qln fn�Doon - a mo. toe Adfa 29. 2002 of conlinwno oro0ram of product ✓norov nenf makes sdecdicallons. design and Dfoducl Masonite International C o r p o r a t i o n dtUA suDiecl to change'dhow notice. t X Unit TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 11-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require Iwo 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" r SINGLE DOOR 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 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. o,.. .,r oo.•, ri129.2002 Our Masonite International Corporation Our [0nhnwn9 Program of DrOOUQ imp —Merl makti SpKo,calgni. &sS gn ano Oloducf doao suo1 l to c—oe wghoul noh¢. 1 I 1* ! r XO or OX r i l l Unit SINGLE DOOR WITH 1 SIDELITE 3' I PTYR, ' 6' CL TYP. F TYP. TYP. 1 1 1 1 1 'UNIT 8V UNIT 15/16' 11-1/8' MAXIMUM ON CENTER TYP. r MI • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. ' r r I r r 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" I t t t .t t t Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include a8 and #10 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. April 29 ?0,32 Masonite International Corporation Oo, lUnl: -? J•JJ•Jni UI Il•UUUCI �u`;�•}�MK'nl nli4e5 SUCC�IKJINn1. UESQn JnC J'UC�CI Oe1Ji1 SUUIeEI 10 En]nge wnnoui AMICe. 1 r! 0x0 tlll Unit SINGLE DOOR WITH 2 SIDELITES 6' TYP. 6'8" UNIT 87 UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. I t • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 't I 11 I 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" I It t 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. April29.2002 Masonite International Corporation Om COnLn�.np �=u J=ln, up=uC� + }=oven=t+n nU4s tpcC=IgpLun•. . ce)gn )nC u, CC•[I C¢U=1 sub"C' 10 ,11191 .00u1 nCIKt. i ,l - . - -- -- . .. -1 OXXO Unit AMID=WL MA00ff DOUBLE DOOR WITiH 2 SIDELITES u CL NP• TYP. 1 1! f• ! � I l 3 TYP.I TYP. I l l !! 1 1 1 TYf �l i1 I( 1 Ii 11 f I1 it 1~ 61r 13- t t t It t t f t t t t T T • 6 per vertical framing member • 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. T T T UNIT 8'0' UNIT 5/16' 17-1/8' MAXIMUM ON CENTER TYP. kgwu1 1 I t 1u 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 At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA 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. April 29, 2002 Masonite International Corpora t-ion Our cominumd o,oQn of proouct -0O emem All SptcifiUtgns. design ono product det3d subject 10 cnpnge without notice T XX Glazed Inswing Unit APPROVED ARRANGEMENT: ti x FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 68". r Double Door Maximum unit size = 6V x 61' Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: as as oa no ao as 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ao ao as na an an 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 uses in the lollowing door style: Eyebrow 5-panel with scroll. Oak raft AF -k EK'w 1'IBLNGLASS EN KY DOORS —T.•una Ft—, uEmry noon O•• roe April 29.2002 Masonite International Corporation Our con6mm,0 mo0ram of oro0u0 mvo+emem mates sptCn2agns. cevbn ano Drodud 0llad suolea r0 Cnangt w,rhoO nOIKt a XX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ; as on 3 z a" 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, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EEC'" W .....1. ea nIc•1" <d IIULRCLANN LNIN Or1IrIN.\ FA ,r Env, 0— PREM �':'�,✓Gar,. " Q April 29.2002 Our oononu.np pmp,am of oroduct Wnorove l mites ipttjjkoion3, desipn and drodutl Masonite International Corporation d,Uil $.NeO to tnanpt w'ithoW not — _— j XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COVML-MA0143-02 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•'. Single Door with 1 Sidelite Maximum unit size = 6T x 6T 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: as 00°® ao 00 as 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n as ao oa 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 in may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raff AR a EK'" E.elu,..e y •_•.• F. n r:HliL IS, L.'1'N 1' I)o"( S —.T—d F—tla»E—, 0— a Apn129. 2002 Masonite International Corporation 0,e conl,n; c-Oq, m of dloducl mlo•o+<menf nlaEes 10culicalans. oeS�pn dA :r•N.u[I 003.1 $.Uj 1 IC Uange -nool nolE XO or OX Glazed Inswing Unit . APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114, 20.122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a a C H ' I _6 _� 0 a 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). / &__X35_ State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AFC 4 EK" 1 `I 11L Nt: L.\-l� C.,. Hli—le+ "rbeg—roar Oxon April A 2002 Our tommumo rutio , of product-010,emem makes sMdicatfons. desgn and product """, �.eCj to monde wnndul 101ae _ + Ou• Masonite International Corporation i • G} °= 'CO WLMA0144 02 Glazed FIBERGLASS DOORS APPROVED ARRANGEMENT: o € Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit size = 9'0" x 68" 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-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 as 00 00 00 fl00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 ❑ HO OH ❑ ° a 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series- 12 RlL. 23 fill, 24 R/l 107 Series- 108 Series 304 Series Series- -This glass kit may also be used in the following door style: Eyebrow 5 panel with scroll Oak�,raff A k E '" r..,�,,..,,l,•m .....i r.a.n .,•...1 four n F Non-T .oweE aarar.0 ow. C.' L I IULMILA.SS l:N'1"frl' OMMS April 29,2002 Masonite International Corporation Ou, COm.nu•ng rnoo— or produd nn,ovemenl makes Spttd�calgnS. deS�Qn and nodW delad SUO�ttI to Cnange wnhoul noble. t a OXO Glazed Inswing Unit ��w � COP-WL:'MA0144-02. FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a as 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-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 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft _ AR EEC" f.<lu..vely I.om 1=18LN(iLAS1 E:NI'KY VOOK] Noo.T,-.--FL j.., E• Oxon (�()r,, Q �ACJYI vni.✓��i,s. Apri129.2002 Masonite International Corporation Our Continuing prograrn or Oroduct Morovernent makes SpeCiliCalions. deSign and Of0duCt detail suoteCt to Change WOW nonce. OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: �r 4� COP WLMA014502=Y 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 = 12V 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 a0 a0 00 00 �00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 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 4 EK- e..r....... r.om LIOLKGL•\SS LrNI"My OOOItS —T —lr4 g—EnvyDoen PREM ;Masonite "April29,2002 International Corporation Out wnwwng Grogram of proo�d .mprovemeM m J,es soKi iot,onS. des-gn and DroduO delaj suolCCl to Change wdnow no - OXXO Glazed Inswing Unit 1 AN!-; i E-A., Co-OAM 9 9: APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114 120.122 152 Series T49 Series 300 Series �eries APPROVED SIDELITE STYLES: 129 Series 200 Series 1211, 12L, 2311, 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 8CC0 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� " f State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak r...a ARkEW L� I. 1 —1— Zli, E—y 0.1 — PREMDaZ-,-11,' I,❑ Apfil 29. 2002 Masonite International Corporation OW Continuing 0909— 01 PfOdu� iniluftenterl inalkes stiecthcators. design and produi,r detail subject to Change without notice. XX �� tI - I Glazed Inswing Unit f 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: o i o Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door Maximum unit size = 6'0' x 8'0- Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: as 404 Series 010 an as 822 Series a 108 Series Oak raft AR EK" r..1 • ..iY 1,ym w.....1. •..in 'I'c n.urc.l 171 UURG LA SS F.i. y UUUICs NervTe.on.a F—g-1. GoonEl April 29.2002 Masonite International Corporation ow COOfmu,ng p10o,am of p/OdOcl nM. 0O tMVI makes SpeCitiCali0ns. design and 010OUCI delay SVOteCi 10 CNngt wnfloul n0]". 1 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 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft _ AR 1 EK" I IULNI:I•\.�.�l:r<I Ma a T.w.a Fars[ Env, Leo.. April 29. 2002 Our cominumo program of produO m or emenl makes specdKAions. design and producl detail suolecl to C"e wBnom nufrce E.<lu<i.e le Irom Masonite International Corporation 1 , I XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT. °`•'COP-1NL-MA0148.02 ' _�, 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size = 6'0" x 8V Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: lIIi7 oa ao 822 Series 1/2 GLASS: a 00 404 Series - 108 Series O ak raft AR k EK'� ...� .,..• Ia �ureJ a Nl'•n(1(1N\ Rbn-L.u.nd R.pe.tlaaa Envy Doo.a � .� o. r o• Apr-129.2002 Masonite International Corporation Ow c000nume ow9lam al n�ooua �mnro.cnlrnl mawcs socuncalans, aesron ana nlonua acl,n s•oirn m cmnpe wnnom wl.cc. 0 XO or OX I I / : I Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 17-7-1 �h .T a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakc aff ART EECIy EuluNv<ly bom ur.KGLA S LN R DOOKS 1'1Ii 1: N(: t.Ai\ I: N'1.K )" D()<)NC Non-T .o.nGfAwE4u Envy Donn r�� a �-•/. April29.2002 Masonite International Corporation Our continuity it' ra of otooua rcnorovcmMl makcs so-liuw�s. dmg. and product """ suol<D to chage w"nout not"' OXO Glazed Inswing Unit 8'0" 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 TO" 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 been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: ao 404 Series DID on as 822 Series El 108 Series Oak raft AR k EK," 19tl1iRf.LASS L.NIXY 0--S —.T.—F-,.••E^ter 0— April 29. 2002 Masonite International Corporation Our Continuing program or proaucl improvement makes spttd6alons. oes,gn ana product detail subject to Change without not�Ce. . ___1 OX 0 e t ' t Glazed Inswing Unit t 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: } .=max 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI—DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1�ff / aaf�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK'� E�(lu.foe r t.om wBCK rra RY DOORS I�IULR(iLASti l:I�'1'Rl'000RS Mo..-T e.nEfowNuEwvr Dow+ • L PREM �',?(e✓�r�i.�. � /V/t///,-� April29.2002 .+pua ,boo.• Masonite International Corporation Ow continuing Orognm of Otoduct improvement makes s0ecifintionS. design and Oroduct detail subject to change Without notice_ OXX0 Glazed Inswing Unit APPROVED ARRANGEMENT: COP WL=MA0150.02` 8'0" FIBERGLASS DOORS O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door with 2 Sidelites Maximum unit size = 12'0' x 8'0' Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 00 404 series 11111111 00 00 822 Series a 108 Series O ak raft AR 4 EK" IAnll 6L.\11 LrN rI<1De1n11 f—T..—JF-q.0 1m Door a April29.2002 Masonite International Corporation Our conunumg program of produn nnorovement makes SpeCdications, design and produ deW WNW to change Wahoul nol,ce. � OXX0 Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: M0 Series APPROVED SIDELITE STYLES: a 450 Series CERTIFIED TEST REPORTS: CTLA-805W 8'0" FIBERGLASS DOORS 300 Series t �:g - 852 Series 810 Series 300 Series Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 1 EK " I tULN(;LASS LH'I'Ny brinitS 1—T--d Fb gr E•wy boon April 29. 2002 Our ron'nu"rp grogram of 0,00.0 ^n D•ovem<m makes sgeciin Dns. design and Drodu o detail su01eC1 to Change wahw n01.r! PRcI' E.<r•r...ery r•om Masonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT. O t FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure +55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, slate 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: ao oa on an an 0�0 on 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ❑ �� 0� ao no on an nn as 105 Series 106. 160 Series' 129 Series' 12 RA- 23 RA., 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,craft AFC 1 EW E.tlu..ely Iron 11II I; NI:I.\.\.\ l^:'IN I' I)!1()N� fbn.Te.wrN fEerrau E••vl Oxon m p:. y Doer. April 29.2002 Our [om�nu�rro Droeram DI Droaun +��rovtmem marts SDCCJNalrons. Design aM D(DDu<I Masonite International Corporation OfUJ SUDI<CI 10 Cnanpt wJD0U1 n01Kt - I XX Glazed Outswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: na 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakpr; ARk EW ,,.....1 1`IULRGLASS LN'I KY DUe1Nti N Tao ra..ah.a E." Donn April 29, 2002 Our conhnwnp proggm 0I p,.d0 nnOmvpntnl makes 5pttiriglipns, Oc4pn and plopua 0e,34 Su01et1 Ip change w hON n01<c Q E.Uua.ev .om�s m 0: Masonite International Corporation XX Glazed Outswing 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 +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-W L-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: ao as 822 Series as 404 Series 108 Series O akcraff AR k EK'" E.r,o,.v<iy I.om FIBERGLASS LNIRY UOnuS--T.+c.r.A F.-P. E." boon 2PR.E—,' _ 0p9�,Jl—1,.. April nt 2002 Ow commu,np o.ov.am of moaua ✓,.wovemrnl mates socur¢mans, ocs,o^ and Drooua M a s o n i t e International Corporation ' &W sAlea to c^aaQe Bnow nonce A, 4 3 2 ' REVISIONS R SKIN) <s1 INTERYEOIATE SERFS FOR 16' wloE oaoR. 4R A,�AO'uT�� (mooe°T) REV. NO. ZONE: GATE: ECN N0. APPVD: DESCRIPTION 1 B2 11/00 - MWW OTY (1) WAS (2) FOR TRACK 809 OPTIOLYL SSB C1A55 OR A e ACRYLIC LUTES AVAILABLE (iEE SECTION e-e) L - DOOR HOPoZTRACK AIRPORT BY 20 GA.WN. ENO Si ATTACHED TO DOOR DOOR INSTALLER (TO SUM TO SKIN WITH PATENTED TOG-L-LOC SYSTEM r naP, BOTTOM a CENTER). D VIEW IJ GA. GALV. STFfl. FLAG BRACKET. EAG/ FASTQIEO TO MOOD JA48 WTM via 1 (3) 5/16•xl-5/8' WOOD LAG SCREWS. LISTED HM' DOUBLE TRACK' BaGK..Cl2�dl8ano LOW HEADROOM S T AVAILABLE AS AN OPTION � C ¢ •� C NEW •C X HEKMf 1' a 2• GA.V. STEEL TRAr ARM. TRACK THK*NE55:.060' . a-0 Two POSITION Q Z TYP. RACK '.12BRAG ET CAW. STILL TRACK BRACKET. +•JS ® ® El 7'MO POINT LOCKING g ({) TACK BRACKETS PER AC E. Un 3 • ' ry W$ UYt TOP BRACKET REPORT#9606C ;IAA "°RZONT� C G U-BAR, Ora lBlc TRAr�K T PATTERN O.E. TWO U- �B0FRS ON NEXT iOW NFAIVNauI OPixxl i ONE SECTION, ETCJ 114.3/8' SHEET METAL SCREWS LOGTION OF A DRAGON OEKTS OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH - 16'-0• O O INCID Er ATKING I/{'x1/{' REW ELF TAPPY/0 SCREWS. 14 C_ END WNGES C_ INTFRurnIAM HWC_ NOTE1: - 1/� 2`x�l NAG RSGEW5 ON I19 1 0� - MEW I - DOORS UP TO 7'-0• HIGH CONSIST OF ((4) SECTgNS ((SHOWN). FRONT FRAME WITH U.V. WASHER REOUV ED. LAG SCREWS MAY BE COUNTERSUNK DOORS OVER 7'-0• HIGH CXKISST OF (5) SECTKINS (NOT SHOWN). COATING ON OUTSIDE SURFACE (BUT NOT RED ED) To PROAOE A RUSHMO MOUNTING - STOP VE W MOULDING BY DOOR STALLFR (TO SUIT)- SURFACE H=ZONTAL IAMBS DO NOT TRANSFER LOAD. 2.6 YELLOW PINE JAMB 10 GA MIN. GALV. STEEL. DO STILE n 3 y OP O U1 10 YREW 20 CA GALV. STEEL Y TER. SIRE I 2' TM I/6ICK�AGMSLI�R R'ItlI MOLDED MOE SECTION R-R 12 G GALV. STEE1 TRACT( LATE RETAINER BRACXETS FASTENED TO WOW AUG 25 CA WN. STEEL la.3/C PAN HEAD SCREW SKIN COATED A G-4o Nk (10 SCREWS PER LITE) 3 a x4 SLEEY€ ANCHORS ON 21 CENTERS (C-90 WITH ONE 5/'G PER TRACK BRACKET. GALVANIZING. BAKED -ON PRIMER, BLOCX) OR 24 CENTERS (1.000 PS YW. COtM1RTE) OR AND A BAKED -ON POLYESTER I/{•ri' TMCG/ SCREWS ON 17-I/2' CQNTEILS (1.000 7/IB• ID. ONEROUP R ROLLER) T TOP COAT APPLIED TO BOTH SNAP LATCH ENGAGES Py YW. . 'WASNUtS PICLUOfD WR11 FASTENER (ONE PER ROLLER) la GA GALV. STEEL CFJ(fFR WNCE SIDES OF STEEL SKIN, 12 G GALV. STEEL TOP ONTO N]iOUL TRACK. Sll:ktiE /11C1102S, 1' 1M511ER REOWRED ROLLER BRACKET. EACH ONE SNAP LATCH ON Ymm TAPCONS. ANWORS MAY BE COUNTERSUNK 2' GALV. STEEL TRACK FASTENED TO 14 GA CALV. SiFf1 ROLLFIt 114.5 TO INTER. S1RE5 W {) BRRACKET ATTAINED W/(4) EACH SIDE OF DOOR. BUT HOT REQUIRED) TO PROVgE A RUSH 12 GA. GN.V. STEEL TRACK BRACKETS. FASTENED ro END SIRES EACH W {) 1{x5 9' SHEET 11ETK INTER. $TILE ( TRACK ATTACIRD TO ETCH BRACKET I{b a• 91€Ef PETAL SCREWS /ItvS/B' SHEET METAL YQ1N11NG SVRFICE )HORIZONTAL JYIBS 00 !N)T / SHIP LAP JOINTS. SCREWS. iPANSfiR LOAD. WITH ONE I/4'.5/a' BOLT a NUT ({) 1 {'x.7/{ SELF TAPPING SCREWS PER E1/0 HINGE. OR TWO 1/4' OLL RAEIS. OUTSIDE KEYED14 GA. . STEEL HANDLE END ENO 2' ON SHORT'STEM. 10 BALL STEEL ROLLER. END WNGE.VEACH STILE STILE a R CONFIGURATION MARK WESTERFIELD. P.E FASTETIED TO ENO INTER. PRFPMATION OF JNIBS BY OTHERS. <r�qN C{ FLORIOA P.E. f48495 STILES W/(4) ���xs/8' MOE HANOLE SOLE NORM CMIXINA P.E. /23932 SHEET METAL EWS 3' TALL U-8M h (4) 1/4•.3/4' SELF ODiIDF NFYFO ID[K LOCK BAR 20 MNY� VS'TRENGGTH 50 KS TAPPING, SCREWS. cNAP L TC11-LOX OP1rON TRACK ON NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS LOADS: +24.0 PSF & -24.5 PSF OUTSIDE EACH SIDE SHALL BE THE RESPONSIBBRY OF THE PROFESSIONAL OF TEST LOADS: +36.0 PSF & -37.0 PSF L� 3• 1 HANDLE OF DOOR. RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE II- J' TALL a 20 CA CALV. STEEL U-BOAS ENO SLIDE BOLT WITH CURRENT BUILDING CODES FOR 711E LOADS LISTED ON gylpwL WA.oIGa ME 90NfD W aUJE IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS STILE LOCK ENGAGES THIS ORAWING. aNK MIH A IIAIStD Y/L (Bm53). PART NO.: - 1 ON BOTTOM SEC710N. ONE U-BAR ON NEXT INTO YFRTICAL A T SECTION ETC.)). EACH u-BAR ATTACHED TRACK. ONE IgIILL WITH t14'x3/4' SELF TAPPING SCREWS LOCK ON C.nfM.nIIM/FOP1.lary n1..lnaa.n UnWaa Slated ONarWiaa 312 Walnu(A Slue 202 PER SI1lE LOG,TpN. EACH SOE of anPAY aD.DINc PROQx.,s w. TOLERANCES Gr. IDEAL GRCIRRo6 OH 45202 OF DOOR. i. mn1aY=0 A«.:, =.d IDLY ALL TeL NO. I-t13-36,-1800 a eae...a wd. eaPa.=N.a, .0 1:.03 Wr6aCTlOmuE- Fax Na I-513-762-3519 I moa. c+oa or dW SECTION A -A (SIDE NEW) roc OK` EBOLT IM P,y, �,,,,,,,LfFAN„, m .00 t.015 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD .b....+ - ' W. _a — r 0 In .000 t.005 13 GA GALV. STEEL BOTTOM BRACKET. c.exry F.r ..y damaar ..J DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS / Degrees = ±Loot DWG. B ATTACHED WATIN (2) /1415/a' SHEET METAL SCREWS. ♦ Z WIN rvMtAq M=.fro:n ALUMINUM eDRusIOH U///s Z dl Degrees t1/7 CHECKED BY: MWW GATE: 4/18/00 SHEET , OF 1 SIZE a VINYL WEATHERSTRIP. iY rnlra Mgte + - Unlaaa Stated Othe ia. / Projection DIMENSIONS ARE IN INCHES. DWG. NO.: 102138 REV. N0. 1 I I � I 4 1 J MODEL: 6RST (25 GA. STEEL SKID) MODEL: 4RST (24 GA. STEEL SKINS LISTED OPTIONAL OSB GLASS OR 1 /8" ACRYLIC UTES AVAILABLE (1) INTERMEDIATE STILE (SEE SECTION B-B) ATTACHED W TO(1) I LOG ((TOP & BIL 20 GA. MIN. END STILES ATTACHED TO DOOR AND URETHAN ADHESIVE (ALUNC CENTS SKIN WITH PATENTED TOG-L-LOC SYSTEM -' '—A OP, BOTTOM & CENTER). 7 a REPORT#9606C y 25 G& MIN. GALVJ LOCK POSITION STEEL SKIN COATED (BOTH SIDES) WITH A BAKED -ON PRIMER ICI TWO POINT LOCKING AT APPLIED TO BOTH AND A BAKED -ON POLYESTER Fw TOP ODES OF STEEL SKIN. z REVISIONS DATE: I ECN N0. APPVD: I 1 I A4 I 11/00 I - I MWW I QTY (1) WAS (2) FOR TRACK BOLT I 2' THICK 3" TALL U-BAR 20 GA. GALV. STEEL = -d 3" I_ 1-7/-87-- r� 16 GA CALV. STEEL TOP T ROLLER BRACKET. EACH BRACKET ATTACHED w/(3) /14.5/8' SHEET MEGL SCREWS. SHIP LAP JOINTS. x 14 CA, GALV. STEEL 0 END HINGE EACH p _ ONE 3" TALL x TAsr�ED r0 END 20 GA U-BAR (50 KSI) SRlES w/(4) PER DOOR SECTION. g �j 4�x3 4 "L END SLIDE BOLT TAPPING :. SELF STILE LOCK ENGAGES w INTO VERTICAL = _ �0N TRACK. ONE 0 �-TYP. 2-1/2"xl2 GA GALV. STEEL TRACK BRACKET. ELOCATI IS "_" LOCK ON EACH SIDE Y TALL . N. GA GALV. z 4 TRACK BRACKETS. PER SIDE. OPTIONAL NTF �- A 51EEL U-BAR. ONE U-BM =. ( ) PER SECTION. EACH U-BAR ATTACHED W OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR. Ww4n/4'r o LHR TOP BRACKETFP MAX. DOOR WIDTH 9'0" INSIDE SLIDE BOLT DOUBLE HORIZONTAL p14x5/8" SHEET METAL SCREWS LOCK OPTION TRACK DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN). FRONT FRAME WITH U.V. DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS, (NOT SHOWN). COATING ON OUTSIDE SURFACE DOUBLE TRACK 13 GA. GALV. STEEL BOTTOM LOW HFAOROOM OPTION O O VERTICAL JAMB ATTACHMENT (WQOD FRAME- BUILDINGS): BRACKET. ATTACHED WITH TWO n n 1 4"x3 4' SELF 1/2'x3" LAG SCREWS ON 24� CENTERS. 1" O.D. MIN. 014.5/8 SHEET METAL SCREWS. I1 I E / / WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK SSG CLASS OR OPTIONAL 10 SCREW TAPPING SCREWS. ALUMINUM EXTRUSION 1/11' ACRYLIC LITE WINDOW UTE 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING & VINYL WEATHERSTRIP. �TION 8- SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION A -A -(SIDE VIEW) #8x3/4' PAN HEAD SCREW VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR MOLDED INSIDE (10 SCREWS PER LITE) ENO E 2,000 PSI MIN CONCRETE COLUMNI: LITE RETAINER STOP MOULDING BY DOOR INSTALLER (TO SUIT) 3/8"x4" SLEEVE ANCHORS ON 24 CENTERS (BOTH INTER. 2x6 YELLOW PINE JAMB 20 C0. MIN. GALV. STEEL ENO STILE C-90 BLOCK OR 2000,PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STILE 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 ONTO VERTICAL TRACK. 20 CA. CALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON SLEEVE ANCHORS, 1' O.D. MIN. WASHERS REQUIRED EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE 12 GA. GALV. STEEL TRACK (BUT NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDE TO BRACKETS FASTENEDWOOD JAMB MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT I HANDLE WITH ONE 5/I6"xl-5/8" LAG SCREW TRANSFER LOAD. OUTSIDE KEYED PER TRACK BRACKET. HANDLE t 18 GA GALV. STEEL CENTER HINGE END STILE HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT)�I D 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"xl-5/8" WOOD LAG SCREWS. NOTE: DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION DOOR HEIGHT "L" i- 2' GALV. STEEL TRACK, 6 -6 -70 MIN. TRACK THICKNESS: .060" 7 -0 76 -6 8 8 -0 88 FASTENED TO INTER. STILES W 4) I OUTSIDE KEYED LOCK 2" GALV. STEEL TRACK FASTENED TO ;+14x5/8' SHEET METAL SCR 14 CA. FASTENED TO STEEL ROLLER HINGES i2L TRACK END STILES EACH TRACK AATTA HEDTOEAC HBRACKET 5/8" SHEET METAL SCREWS A ) AND WITH ONE 1/4"x5/8' BOLT & NUT (4) 1/4"x3/4' SELF TAPPING SCREWS PER END HINGE. OR TWO 1/4" DIA. RIVETS. PREPARATION OF JAMBS. BY OTHERS 2" DLA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION - NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBIUTY OF THE PROFESSIONAL OF RWRD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE i WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON MARK WESTERFIELD, P.E. �/ THIS DRAWING. NORTH P.E. A48495 NORTH CAROLINA P.E. 123832 4 .3 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. [a] m LOCK BAR LOCKING INSIDE HANDLE DESIGN LOADS: +25.0 P.S.F. &-32.0 P.S.F. OUTSIDE SNAP KEYED LOCK LATCH LOCK OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. ow wry a6nrNos w¢ .n = ,.,. A aasrn ssAA <Ex09a5S). PART NO.: - rancE: LIN... Stated Oth.,.i.. JI2 Wdnel St SAie I6W A d OUVAY Ii6l61Na PRa6ucrs m. TOLERANCES ars IDEAL Cindnnati, OH 45202 u .anLdmd h..le -a .aY .w a mul...a ...e. Ouprl.LM. .0 = t.03 TIL No. I-513-JBI-/8W WAf 00d amour. Tax 110. I-SIS-762-J519 nwM ar.x.W, - dl. b A ,1 y P,;,, �oiiai4, ro„� m .00 t.015 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD wity 'wo.x N .d u9 .oao = f.00s 0000 t.00I Degrees t 1/2' , DRAWN BY:BMM DATE: a 18 00 SCALE: NTS DWG. CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 SIZE Third Angle Projection 4 - DyEaSIO S ARE INiiit.,wEs. DWG. NO.: 102137 REV. NO. 1 2 lr r1 aalalr FORM 60OA-2001 FLORIDA ENERGY EFFICIE CY CODE FOR BUILDING CONSTRUCTION __. Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address:Permitting Office: City, State: Permit Number: Owner: -D.2 . I,ORzotj Jurisdiction Number: Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Gla s area & type a. Clear - single pane .!p Clear - double pane c. Tint/other SHGC - single pane d. Tintlother SHGC - double pane 8_ Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. iConcrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ Single family _ 1 _ 4 _ Yes _ 1967 ft2 222.0 ft2 _ 0.0 ft2 _ 0.0 ft2 _ 0.0 ft2 R=0.0, 202.0(p) ft _ R=3.0, 1026.0 ft2 _ R=11.0, 28.0 ft2 _ R=11.0, 302.0 ft2 R=19.0, 2005.0 ft2 Sup. R=6.0, 1.0 ft 12_ Cooling systems a. Central Unit Cap: 42.0 kBtu/hr _ SEER:12.00 _ b. N/A c. N/A 13. Heating systems a. Electric Heat Pump Cap: 42.0 kBtu/hr _ HSPF:8.50 _ b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons EF: 0.86 b. N/A _ c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 28145 PASS Total base points: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: .` oicc DATE: 03.OZ hereby certify that this building, as designed, is in zompliance with the Florida Energy Code. OWNER/AGENT:'-( , DATE: 4--)�5 i o-;:)- 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: PT, wok THE ST�?AO.c �R �o k WEA EnergyGauge® (Version: FLRCSB v3.2) FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 19.0 2005.0 2.82 X 1.00 5654.1 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 5654.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 202.0(p) -31.8 -6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p -31.90 -6443.8 Raised 0.0 0.00 0.0 Base Total: -6423.6 As -Built Total: 202.0 -6443.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM.600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 40014.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 40014.6 1.000 (1.087 x 1.150 x 1.00) 0.284 0.950 13503.4 37380.3 0.4266 15946.5 40014.6 1.00 1.250 0.284 0.950 13503.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM ,600A-2001 INTER 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 XWPM X WOF =Point .18 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 19.0 2005.0 0.87 X 1.00 1744.3 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1744.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 202.0(p) -1.9 -383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: -383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1967.0 -0.28 -550.8 1967.0 -0.28 -550.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 r FORM 60OA-2001 • WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8694.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 8694.0 1.000 (1.078 x 1.160 x 1.00) 0.402 0.950 4147.0 5224.7 0.6274 3278.0 8694.0 1.00 1.250 0.402 0.950 4147.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 r FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Cooling Points Points + Heating + Hot Water = Total Points Points Points .15946 3278 10256 29480 1 13503 4147 10495 28145 p. O� 114E S74 ), P4 C7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A -Details I ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or.sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss.or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-sto Houses. 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavi between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria, of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAGControls 6071 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 FLRCS13 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 3. Number of units, if multi -family I _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1967 ft2 c. N/A 7. Ghss area & type _ a. Clear - single pane 222.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft2 _ 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 a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft2 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 ft2 _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 2005.0 ft2 _ 15. HVAC credits 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, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL.Display Card will be completed based on installed Code compliant features. Builder Signature��7-�_Q Date: X- la31`0: Address of New Home:, G}� � �� k CA MLP City/FL Zip: Cap: 42.0 kBtu/hr _ SEER: 12.00 Cap: 42.0 kBtu/hr _ HSPF: 8.50 Cap: 50.0 gallons _ EF: 0.86 PT, 1THE STq��o'tn COD WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTMdesignation), your home may qualms for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certif ed Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) For: D.R.HORTON Notes: Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Heating Summary Sensible Cooling. Equipment Load Sizing Building heat loss 33617 Btuh Structure 24414 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 33617 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 24896 Btuh Method Simplified Latent Cooling. Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1150 Btuh Ventilation 1474 Btuh Heating Cooling Infiltration 3100 Btuh Area (ft2) 1967 1967 Total latent equip. load 5724 Btuh Volume (ft') 15736 15736 Air changes/hour 0.80 ;' 0.40 Total equipment load 30620 Btuh Equiv. AVF`(cfm) 210 105 Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 7.5 HSPF Efficiency 10.2 EER Heating input Sensible cooling 29050 Btuh Heating output 0 Btuh @ 47°F Latent cooling 12450 Btuh Heating temp rise 0 OF Total cooling 41500 Btuh Actual heating fan 1383 cfm Actual cooling fan 1383 cfm Heating air flow factor 0.041 cfm/Btuh Cooling air flow factor 0.057 cfm/Btuh Space thermostat Load sensible heat ratio 82 % Bold4ltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. y,,Z7��+,r, vvr—i0 '1t50fC Right -Suite ResiderdialT 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCK E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 a � � RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x210 cfm x 32 OF Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 ft3 x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 OF Summer TD = 2081 Btuh 3. Summer infiltration HTM 2081 Btuh / 260 ft2 Total window = 8.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 105 cfm = 3100 Btuh vroceaure u - equipment sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh *Construction Quality is: a No. of Fireplaces is: 0 Boldltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. /�� WrlglhtsOft Right -Suite Residential TM 5.0.64 RSR26016 2002-Feb-28 18:59:12 AO:A E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:1965 11/16/98 4 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUHL J: tin to. 1 Name of room Entire House LIVING LAUNDRY M/BTH 2 Length of exposed wall 202.0 ft 54.0 ft 10.0 ft 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 it 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 fti heat/cool 8.0 ft heat/cool 8.0 ft i heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft) Htg I Cig (ft') Htg Clg (ft) Htg I Clg (ft2) Htg Clg 5 Gross a 14B 4.6 2.1 1248 **" `'*' 320 *'*' "** 0 **** **** 0 '*" **** Exposed b 12C 2.9 1.9 48 "** ,«,• 48 „«« „«, 0 «.«, „«, 0 walls and c 13C 3.2 1.2 320 "" '*** 64 *'*' "** 80 '*** *'*' 48 partitions d 0.0 0.0 0 '*" '*** 0 **** 0 **'* "" 0 e 0.0 0.0 0 «««« ,«„ 0 « ««.« 0 « «««, 0 «««« «««« 6 Windows and a 1C 37.0 '* 168 6209 "" 55 2033 "" 0 0 *'*' 0 0 ***' glass doors b 8C 37.0 *' 54 1996 **** 0 0 **** 0 0 *'*' 0 0 ***' Heating c 9A 29.9 '* 0 0 "" 0 0'*`* 0 0 "`* 0 0 d0.0 „ 0 0 „«, 0 0" 0 0 «,,, 0 0 e 0.0 ** 0 0 **** 0 0 **** 0 0"** 0 0 **'* f0.0 '* 0 0 0 0 "" 0 0 "*' 0 0 **" 7 Windows and North 20.4 16 '**' 325 3 *`*` 59 0 0 0 0 glass doors NE/NW 39.4 80 '*** 3152 32 **" 1261 0 0 0 0 Cooling E/W 0.0 0'**' 0 0 0 0 0 0 * '* 0 SE/SW 47.4 126 '*** 5975 20 "" 953 0 0 0 0 South 0.0 0"*` 0 0'*'* 0 0***' 0 0'*" 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 walls and c 13C 3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 01 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 -0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 A 0 0 0 0 0 0 0 12 Infiltration .a 28.5 8.0 260 7400 2081 75 2135 600 18 5121 144 0 0 0 13 Subtotalloss=6+8..+11+12 **" 30561 `*** '*" 8048 `*" 1334 "" '**' 581 '*'* Less external heating '*'* 0 **«' "** 0 **** '*'* 0 '*'* " ` 0 '*** Less transfer «««« 0 «««, «« « 0 ««„ «««« 0 **}10°/ 0 ,«,« 14 Duct loss 10°/ 3056 *'** 10% 805 **** 10% 133 '**` 58 *"* 15 Total loss = 13+14 "*' 33617 *`** 8853 "*' "*' 1467 "'* '*" 640 '**` 16 Int. gains: People @ 300 5 ***' 1500 0 "** 0 0 "'* 0 0 * ** 0 Appl. @ 1200 2 «««« 1800 0 «««« 0 1 ««.« 600 0 *' 0 17 Subtot RSH gain=7+8:.+12+16 * " '*** 22195 '*'* '**` 4644 *** *"' 1129 '*" "' 417 Less external cooling ««„ «««« 0 ,«,« «««, 0 «,«, «««« 0 ««,« « «« 0 Less transfer **** '*'* 0 **** **" 0 *** **'* 0 ` * *`** 0 18 Duct gain 10 o/c ,,,, 2219 10°/ '*" 464 10°/ '*" 113 10% :*** 42 19 Total RSH gain=(17+18)*PLF 1.00 '*** 24414 1.00. **** 5108 1.00 ***' 1242 1.00 ** * 458 20 Air required (cfm) '*** 1383 1383 '*** 364 289 **«' 60 70 **" 26 26 Printout certified by ACCA to meet all. requirements of Manual J 7th Ed. wr�gh:tsoTt Right -Suite Residential 5.0.64 RSR26016 2002-Feb-28 18:59:12 /� E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 r 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUHL J: /tn LCL 1 Name of room M/BR BR 2 BR 3 BR 4 2 Length of exposed wall 33.0 ft 11.0 ft 26.0 ft 11.0 ft 3 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 Iti heat/cool 8.0 fti heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (W) Htg I Clg (W) Htg I Clg (ft2) Htg I Clg (ftz) Htg Clg 5 Gross a 14B 4.6 2.1 136 "** **** 88 '*** •"' 208 - **** 88 ** •"' Exposed b 12C 2.9 1.9 0 "" "" 0 •'*` "*' 0 *'*' *•** 0 •*•• **•* walls and c 13C 3.2 1.2 128 " **** 0 '*** •*•` 0 *'*' **** 0 ***' ***• partitions d 0.0 0.0 0 '*`* **** 0 **** "*' 0 •''* **** 0 e 0.0 0.0 0 ..*. *.., 0 .... .*.. 0 .... * 0 .*,. .,.. f 0.0 0.0 0 .... .... 0 .... .... 0 .... .... 0 .... .... 6 Windows and a 1C 37.0 '* 32 1183 **** 16 591 ***' 16 591 **** 16 591 *'*' glass doors b 8C 37.0 " 0 0 •'*' 0 0 "** 0 0'**' 0 0 *'** Heating c 9A 29.9 ** 0 0 ***' 0 0"*' 0 0 *•** 0 0 d 0.0 0 0'*** 0 0 0 0 '* 0 0 **" e 0.0 '• 0 0 **** 0 0 0 0 ***• 0 0 **'* f 0.0 ** 0 0 0 0'*** 0 0***' 0 0'*'• 7 Windows and North 20.4 0 ***• 0 0 '**' 0 2 '*** 41 2 "*' 41 glass doors NE/NW 39.4 32 '•" 1261 16 '**• 630 0 0 0 '*'* 0 Cooling E/W 0.0 0**'* 0 0 "" 0 0**'* 0 0**'* 0 SE/SW 47.4 0 **** 0 0 **** 0 14 *'** 663 14 '*'* 663 South 0.0 0 '* * 0 0'*'* 0 0 **** 0 0 **** 0 Horz 0.0 0 **** 0 0'*`* 0 0 * ** 0 0 •*'* 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 128 403 150 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.011 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 0.01 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 01 0 0 0 0 01 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.51 8.0 32 911 256 16 455 128 16 455 "'128 16 455 128 13 Subtotal loss=6+8..+11+12 *•*• 4235 '*'* • 1925 ' **** 2890 ••'• '**' 1869 **' Less external heating **** 0 '•** •**• 0 '*•• '*** 0 *'*' 0 "** Less transfer "•• 0 •••• •,•• 0 '*'• '*•' 0 ••* •'*• 0 •`•• 14 Duct loss 10 °/ 423 **** 10 °/ 192 '*** 10°/ 289 •'** 10 °/ 187 '*** 15 Total loss = 13+14 '*** 4658 '*** *'** 2117 "*'* ***' 3179 *'*' '*•' 2056 **** 16 Int. gains: People @ 300 1 "*' 300 0 •'*' 0 0 *'*' 0 0 "** 0 Appl. @ 1200 0 "'* 0 0 "' 0 0 "*' 0 0 "'• 0 17 ' Subtot RSH gain=7+8..+12+16 "*' *'** 2711 **** *'*` 1250 "*' *'*' 1601 '*** '**' 1250 Less external cooling *'*' •'*' 0 *'*" *'*' 0 ***' "*' 0 '*'* *'** 0 Less transfer * '**' 0 **" ***' 0 **" "" 0 **** 0 18 Dud gain 10°/ "*' 271 10°/ **** 125 10°/ "" 160 10% •*•' 125 19 Total RSH gain=(17+18)*PLF 1.00 *'*' 2982 1.00 '**' 1375 1.00 '•'* 1762 1.00 *'*' 1375 20 Air required (cfm) **'* 192 169 "" 87 78 '*'* 131 100 **** 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsofit Right -Suite ResidentialTI 5.0.64 RSR26016 2002-Feb-28 18:59:12 /�� E:\Files\DR HORTON 2002\1965\1965.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MNNVHL J: tm La. 1 Name of room FAMILY KITCH/NOOK BTH 2 Length of exposed wall 33.0 ft 18.0 ft 0.0 ft 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ftj heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg CIg (W) Htg I CIg (ft) Htg CIg (W) Htg I CIg Htg CIg 5 Gross a 14B 4.6 2.1 264 -- - 144 `*** Exposed b 12C 2.9 1.9 0 «.«« «««« 0 «««« «««. walls and c 13C 3.2 1.2 0 "" "*' 0 "" 0 partitions d 0.0 0.0 0 «««« «««« 0 «««« «««« 0 «««« «««« «««« «««« e 0.0 0.0 0 «««« «««* 0 « 0 f 0.0 0.0 0 «.«« ««*« 0 «««« ««*« 0 6 Windows and a 1C 37.0 '* 0 0 "**' 33 1220 ' "*' 0 0 glass doors b 8C 37.0 " 54 1996 " 0 0 ' 0 0 Heating c 9A 29.9 " 0 0 '0 0 0 0 d 0.0 ** 0 0 "*' 0 0 0 0**** ' e 0.0 «« 0 0 « «« 0 0 «««« 0 0 «««« «««« f 0.0 ** 0 0 "" 0 0 "" 0 0 7 Windows and North 20.4 5 "" 99 4 ***' 85 0 *"* 0 *'*' glass doors NE/NW 39.4 0 **** 0 0 0 0 **" 0 Cooling E/W 0.0 0 **' 0 0 *"' 0 0 *'*' 0 ***' SE/SW 47.4 49 '**` 2329 29 `*'* 1367 0 "" 0 * ** South 0.0 0 *'*' 0 0 "" 0 0 «"' 0 Harz 0.0 0 *"' 0 0'*** 0 0 "" 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 '0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0. perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 10 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 54 1537 432 33 939 264 0 0 0 13 Subtotal loss=6+8..+11+12 '*" 5839 - *'" 3656 '"' " * 183 Less external heating **'* 0 - *`*` 0 --- **** 0 Less transfer «««« 0 «««« «««« 0 «««« «««« 0 14 Duct loss 10 % 584 " *' 10 366 *"' 10°/ 18 " ' % `*** 15 Total loss = 13+14 `*" 6423 `*" `*** 4022 "'* `*'* 201 16 Int. gains: People @ 300 4 '*" 1200 0 `*" 0 0 *'** 0 **'* Appl. @ 1200 0 *`*' 0 1 '*'* 1200 0 "" 0 17 Subtot RSH gain=7+8..+12+16 '* * "" 5127 "*' "" 3826 "** *"` 240 Less external cooling "" ***` 0 "*' `*'* 0 *"` "'* 0 Less transfer "** "** 0 '**` *"` 0 *"' "" 0 18 Duct gain 10% "`* 513 10ox **'* 383 10% **** 24 °/ 19 Total RSH gain=(17+18)*PLF 1.00 "" 5640 1.00 ***' 4208 1.00 **`* 264 *'*' 20 Air required (cfm) ***' 264 320 **** 1 165 238 *'** 1 8 15 *'*' Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr®ghtso-Ft Right -Suite Residential TM 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCP, E:\Files\DR HORTON 2002\1965\1965.rsr Page 3 ♦ Y RIGHT-J WINDOW DATA ae DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 r. B R 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH wrightsoft Right -Suite ResidentialT 5.0.64 RSR26016 2002-Feb-28 18:59:12 AC ,P, E:\Files\DR HORTON 2002\1 965\1 965.rsr Page 1 I CJ -1 1 EDPV.NS I 10.6 I.cd FAlII�.,Y II IDO " - 10x6 l.ctl 1 80 10.10 4.cd 1• 6• BDRY�� 325 10.10 rag l7 IWO rng 6' 4• bath duc 10• 7. y to roof ./Fan -light 14z1 rag 7• lOx10 rag 3 rag ; 8x4 l.`co"1` y 6• 14• 10.6 I-ol ` 80 BDRY./2 _ •7.8 8T 4.4. y. 1 I 4• cei ,ng NO"K IB• r M. �� 7 I 4 I.cd z4 1 nhu 10 10 l 10.10 3.cd 14' _240O 4• 6 � 12,12 r 14.8 1.Cd --� .....HEM` 8• I 170. I I x4 1 y Y1 1-„W?tI}YK N b7 A r!. f N 3 A D L � a c"i x rE. Y 4• D Z 3• born duct Yt of caP /fnn 12.6 l.ctl t_rc F 145 __J p/ may% (EARnt;: 4' dryer duct 7' to rooF cop 12x6 l.cd I 18.13 Plen 145 24X14 RAD platform by bldr 3.5 TON V/IOKV 8240V 1PH scale 0" Must have a minimum clearance of 4 inches around the air handler per the State Energy Code.- All duct has an —6 insulation value. LL Q U Rating z O r � m Ico o•• .. > z o w z J Q F- m F- Q J O Q Q� d- -j c/) 6 0 MiTek® January 29, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331.4627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 2000 software. Pages or sheets covered by this seal : I3634707 thru I3634727. Total: 21 drawings. Job :DR1965Fati0 Builder D.R. HORTON Location :BAKERS CROSSING, LOT County :SEMINOLE `r5 Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21. Truss drawing. 2) Truss Index. January 29, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. RUSS INDEX OF JOB DR1965F Trusses included=21 0,"\DR1965F\a.tre" 13634707 1,"\DR1 965F\al 1.tre" 13634708 2,"\DR1965F\a13.tre" 13634709 3,"\DR1965F\a15.tre" 13634710 4,"\DR1965F\a17.tre" 13634711 5,'1DR1965F\a19.tre" 13634712 6,'1DR1965F\a2.tre" 13634713 7,"\DR1965F\a7.tre" 1 3634714 8,"\DR1965F\a9.tre" 13634715 9,"\DR1965F\ag1.tre" 13634716 10,"\DR1965F\ag2.tre" 13634717 11,"\DR1965F\b.tre" 13634718 12,"\DR1965F\bg.tre" 13634719 13,"\DR1965F\cg.tre" 13634720 14,"\DR1965F\j.tre" 13634721 15,"\DR1965F\jl.tre" 1 3634722 16,"\DR1965F\k.tre" 13634723 17,"\DR1965F\I.tre" 13634724 18,"\DR1965F\m.tre" 13634725 19,"\DR1965F\s.tre" 13634726 20,"\DR1965F\s1.tre" 13634727 1!� i 1310 V Y. . No. 4.5161 ,k w A :0 PiTATE OF r � August 7, 2002 AwmriINO - Vervy design parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. �m 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 boded 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 tabrloatlon, quality control, storage, delivery, erection and biacing, consult CST-88 Quality Standard, DSB-89 Bracing Spectflcation, and HIB-91 '���® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. M Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions ore,in inches. Apply plates to both sides of truss and securely seat. Y8 *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 J2 J3 J4 TOP CHORDS cz Q WEBS J5 cc 0 0 V u h 3 ,�� 3 0O a 1�y i V O F— a ce 77 C6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N ?a! 0 m MiTeko TM PANEL CLIP Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Truss Type ty Ply DRH FIT N 13634707 DR1965F A ROOF TRUSS 16 1 (optional) A U- PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4. 1 R1 s Aug 001, MiTek Industries, Inc. Wed Aug 12: :4 Page 1 - -1-0-9 7-1-3 13-6-10 20-0-0 26-5-.6 � 32-10-13 � 40-0-0 t1-0-0 i-0-0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1-0-0 Scale = 1:73. 5x6 = 5.00 FIT 5 5x6 -- 5x6 4 6 2x4 2x4 Q 3 7 2 8 9Iv vI1 0 0 3x8 = 14 13 12 1110 3x8 - 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets (X,Y): 12:-4-2,0-1- 1,[4:0- - -01;[ :0- - ,0- - 1,,[ -4- -1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC G.75 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 > 753 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.16 8 n/a BCDL 10.0 Code BBC/ANS195 1st LCC-LL Min I/defl = 360 Weight: 195-Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 8 = 1951/0-8-0 Max Horz 2=-224(load case 5) Max Uplift2 = -984(load case 4), 8=-984(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 =14, 2-3=-3714, 3-4 = -3345, 4-5 =-2354, 5-6 =-2354, 6-7=;3345, 7-8=-3714, 8-9 = 14 ' BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11 =2826, 8-10=3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES (5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and 984 lb uplift at joint 8. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard ,k * No. 4.516t Y Y �eon STATE OF OR pe..w�►s� T�L August 7,2002 ®WARNING - VerVy design parameters and READ NOTES ON TBM 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 Incorporatlori 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 brlacing 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 Handling Instollinq and Bracing Recommorldatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. �'���® Symbols PLATE LOCATION AND ORIENTATION -44 16- 4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates/8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40", continuous lateral bracing. BEARING 9 nA Indicates location of joints at which bearings (supports) occur. 89 Numbering System J2 J3 J4 TOP CHORDS C2 3 Cr WEBS J5 o _ o O d �y U O1 Ye 0 a ca c 7 ca O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek� TM PANEL .CLIP Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4, Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 ® HYDRO -AIR Job Truss russ Type Oty Ply D R H RT N 13634708 DR1965F All ROOF TRUSS 1 1 (optional) A PAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 bK1 s Aug 1 Mi ek Industries, Inc. Wed Aug 07 12:38:43 2002 Page 1 5-9-14 11-0-0 17-0-0 23-0-0 29-0-0 + 34-2-2 I 40-0-0 110--0 11-0-9 } F 1.-0-0 5-9-14 5-2-2 6-0-0 6-0-0 6-0-0 5-2-2 5-9-14 1-0-0 - Scale = 1:71. - 5x6 = 5x6 = 5x6 = 3x4 = 4 5 6 7 5.00 FTT 2x4 zz� 2x4 3 8 2 9 -- ZZ 10— i p;'1 _ 3x8 = 15.14 13 12 11 3x8 = 4x6 = 3x4 - 3x6 - 3x8 = 3x8 = 11-0-0 20-0-0 29-0-0 40-0-0 11-0-0 9-0-0 9-0-0 11-0-0 - Plate Offsets (X,Y): [2:0-4-2, -1-81, [4:0- -0,0- -41, [5: - - - - 1, [7:0- -0, -2-41, [9:0-4- -1- 1, [14:0- - ,Ed el LOADING (psf) SPACING 2-0-0 CS1 DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.64 11-13 >740 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 4-6-9 oc bracing: 9-11. REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2=-134(load case 5) Max Uplift 2 = -1 082(load case 4), 9=-930(load case 3) FORCES (lb).- First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1082 lb uplift at joint 2 and 930 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. . 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard !� it IF3 STATE OF +� • 4/'f Lv August 7,2002 ®WARMNO - Ver{ jy design pars meters 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 Maw 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 �j MI Handling Instailinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. 1Tek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dinTension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING 9 nA Indicates location of joints at which bearings (supports) occur, WA FORM018,019 J2 J3 J4 TOP CHORDS c2 73 WEBS Cr oCrO O U 00 CABc7 C'IJ5 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Ed! @ MiTeko TM PANEL CLIP ® HYORO- AIR O General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job .. Truss Truss Type ty Ply DRH FIT N 13634709 . DR1965F A13 ROOF TRUSS 1 1 (optional) A CU-SPAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 0 1 MiTek Industries, Inc. Wed Aug 07 1 :3 :44 0 Page 1 6-9-14 13-0-0 17-8-0 22-4-0 27-0-0 33-2-2 40-0-0 f1-0-0 11-0-9 F + 1 1 1-0-0 6-9-14 6-2-2 - 4-8-0 - 4-8-0 4-8-0 6-2-2 6-9-14 1-0-0 Scale = 1:71.3 5x6 = " 2x4 II 3x4 - 5x6 = 4 5 6 7 5.00 12 2x4 2x4 3 B m Z0 2 9 1 10,7 6 3x8 = 1.6 15 14 13 12 11 3x8 = .3x4 = 3x6 - 3x8 - 3x4 =3x6 - 3x4 - ' 9-1-14 17-8-0 22-4-0 30-10.2 40-0-0 9-1-14 8-6-2 4-8-0 8-6-2 9-1-14 Plate Offsets KY): [ :0-4- ,0-1-81,[4:0-3-0,0-2-41, [7:0-3- ,0-2-41, [ :0-4-2, -1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc)- 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) 0.34 14 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.17 9 n/a BCDL10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 201 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or-2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2 = 154(load case 4) Max Uplift 2=-1065(load case 4), 9=-896(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7-8=-3463, 8-9=-3759, 9-10=14 BOT CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13-14=3281, 12-13=2877, 11-12=2877, 9-11 =3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1065 lb uplift at joint 2 and 896 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard !� i ��.. * No.45161 11. �` • 4C ;STATE 4F = � Y ZoRk L August 7,2002 ®® ®WARNING- Verify design parameters and READ NOTES ONTJM AND REVERSE SIDE BEFORE USE.111111, 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 IMMM Installed and loaded vertically. Applicability of design parameters and proper Incorporationof component Is responsibility of building designer - not truss _ designer. Bracing shown is for lateralsupport of Individual web members only. Additional temporary bracing to Insure stability during construction is the - responsibility of the erector. Additional permanent bibcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB•89 Bracing Spectfication, and HIS-91 iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety (Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions -are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat.. �8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other, 0 WEBSNJ5a:3, Place plates on each face of truss at each *o For 4 x 2 orientation, locate0 ; joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of O a _truss at joint locations, and vertical web. a 4, Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint,) c8 7,o BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of ® required direction of slots in J11 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 401, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, nA 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 plateM. - without prior approval of a professional MoTek® engineer. ® 15, Care should be exercised in handling, PANEL TM CLIP erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 HY®RO,AZR Job ,. Truss Truss Type ty . Ply D R H RT N 13634710 DR1965F A15 ROOF TRUSS 1 1 (optional) A CU- PAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Aug 07 1 :41: 4 2002 Page 1 11-0-9 7-9-14 15-0-0 20-0-0 25-0-0 32-2-2 I 40-0-0 I I f 1-0-6 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 1-0-0 Scale = 1:71. 5x6 = 5.00 jTY 2x4 II 5x6 = 4 5 6 5x6 � 5x16 3 7 cc 2 8 9Iv vi1 0 0 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = ` 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets (X,Y): [ -4- -1- 1, [ - --41,[4: - --41,[6:0--0,0-2-41., [7:0-3-0, - -41, [ :0-4- ,0-1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.30 12 >999 M1120, 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 >765 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D *Except* TOP CHORD Sheathed. 4-6 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 8 = 1951/0-8-0 Max Horz 2=-174(load case 5) Max Uplift2 = -1 045(load case 4), 8=-925(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3661, 3-4=-3332, 4-5=-2888, 5-6=-2888, 6-7=-3332, 7-8=-3661, 8-9=14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11 =2667, 8-10=3351 WEBS 3-14=-448, 4-14=685, 4-12=355, 5-12=-363, 6-12=355, 6-10=685, 7-10=-448 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1045 [b uplift at joint 2 and. 925 lb uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1!� If 13 ` * . No, 4.5161 � ': STATE OF = �4 �'`� ''•:fit o � �o��,. August 7,2062 ®WARNING - Ver{ fy design parameters and READ NOTES ON THIS AND RE VERSE 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 buil ding designer. For general guidance � �s �® regarding fabrication, quality control, storage, delivery, erection and bracing, consu8 OST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 MiTek" Mi Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. es Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions.are in inches, Apply plates to both sides of truss and. securely seat. Ye" *For 4 x 2 orientation, locate plates 1/a" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING W nA Indicates location of joints at which bearings (supports) occur. WA FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cz w o N V. Js a: WEBS 0 0 a ce c' ce o BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek TM PANEL CLIP . G""G-NAJL ® HYDRO -Ail General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply DRH RT N 13634711 DR1965F A17 ROOF TRUSS 1 1 (optional) ACCU-SPAN-T LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 90 9001 MiTek Industries, Inc. Wed Aug 07 12:38:45 2002 Page 1 11-0-4 6-1-3 11-6-10 17-0-0 23-0-0 28-5-6 33-10-13 40-0-0 11-0-p - F F 1 f t 1 1-0-0 6-1-3 5-5-6 5-5-6 6-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:71.4 5x6 = 5x8 = 5.00 12 5 6 3x4' 3x4 4 7 5x6 i 5x6 7 3 8 2 9 107 vI1 0 0 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = U6 = 3x4 = 3x8 = ' 8-4-11 - 17-0-0 23-0-0 31-7-5 40-0-0 8-4-11 8-7-5 6-0-0 8-7-5 8-4-11 Plate Offsets KY): [ -4- -1- 1, [ :0- -O --01,[5:0-3-0, -2-41, [ :0-5-12,0- - 1, [ :0-3-0,0- -0 , [9:-4-2,0-1- 1 LOADING (psf) SPACING 2=0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.29 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP-No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (Ib/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2=-194(load case 5) Max Uplift 2=-1023(load case 4), 9=-951(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13=3023, 11-12=3023, 9-11 =3485 WEBS 3-16=-305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 lb uplift at joint 2 and 951 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#451.61. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard p NVE v o STATE OF L August 7,2002 ® WARNING - VerM design parameters and READ NOTES ON TB7S 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 10 be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss Dan - 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 brmcing of the overall structure is the responsibility of the bullding designer. For general guidance regarding fabrloatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO.89 Bracing Speclticatlon, and HIB-91 A i��®�® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. m K Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x•2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,10, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 J2 J3 J4 TOP CHORDS c2 73- WEBS J5 Cr 0 0 a. 0 1y V V r- a ce c7 C6 1 FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MITeko TM PANEL CLIP OfYORD-A/R Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., . 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job ,. Truss russ Type Qty Ply D R H RT N 13634712 DR1965F A19 ROOF TRUSS 1 1 (optional) A U- PAN-TH, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 R1 s Aug 20 2001 MiTek Industries, Inc. Wed Aug 07 12:38:46 2002Page 1 1-0-9 6-9-3 12-10-10 19-0-0 27-1-6 33-2-13 40-0-0 ql_0-0 121-0-0 I 1-0-0 6-9-3 6-1-6 6-1-6 2-0-0 6-1-66-1-6 6-9-3 1-0-0 Scale = 1:76.2 5x6 - 5x6 - 5 6 5. DO 12 3x4 i 3x4 4 7 5x6 5x6 M 3 8 co 2 a[1 9 10^ 6 6 3x8 = 16 15 14 13 12 11 3x8 = 3x4 - 3x6 = 3x4 - 3x4 - 3x6 = 3x4 = -9-14 19-0-0 21-0-0 30-2-2 40-0-0 9-9-14 9-2-2 2-0-0 9-2-2 9-9-14 Plate Offsets (X,Y): [2:0-4- ,0-1-81,[3:0- -0,0- - 1,[5:0- - -41, [ - - -41, [ : -0,0--01,[9: -4- -1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 7.33 TC 0.57 Vert(LL) 0.37 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (Ib/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2=214(load case 4) Max Uplift2 = -999(load case 4), 9=-975(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11,=3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408. NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 999 lb uplift at joint 2 and 975 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard * No. 4.5161 � A y♦ A T STATE - F �� V ♦ �3�11i�O � OR L August 7,2002 ®WARNING - Verify 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 - Instailed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss — designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 p R 1'K® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. 'V I�� I r Y Symbols PLATE LOCATION AND ORIENTATION 13/,4 * Center plate on joint unless dimensions indicate otherwise., Dimensions are in inches, Apply plates to both sides of truss and sec urely seat, 8Or *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dim-ension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING V nA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS Cz C3 r WEBS J5 o _ o N %. Q. ,y U O0 a C8 C7 ce r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek@ TM PANEL CLIP " ® MYOR® Ill/R Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate. without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job , Truss Truss Type ty Ply D R H RT N 13634713 DR1965F A2 ROOF TRUSS 2 1 (optional) A U- PAN- H, L N W D, 1 ek Industries,Inc. 1 sAug 1 MI ek Industries, Inc. Wed Aug 1 :4 age 11-0-4 7-4-14 14-2-0 20-0-0 23-0-0 28-5-6 33-10-13 40-0-0 4_1-04 i 1 I 1-0-0 7-4-14 - 6-9-2 5-10-0 3-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:71.4 5x8 = 5 5.00 r1T 4x6 J 6 2x4 II 4 3x4 7 5x6 5x6 3 - t 165x12 = 1.. 8 -. '§x8 = Sx8 = a m 0 v a _ 2 9 1 10a 6 0 3x6 = 19 18 14 13 12 11 3x6 = 3x4 = 2x4 II 2x4 II 5x8 = 2x4 II 7-4-14 14-2-0 20-6-0 23-0-0 28-5-6 33-10-13 40-0-0 7-4-14 6-9-2 6-4-0 2-6-0 5-5-6 5-5-6 6-1-3 late Offsets (X,Y): [ -1- - - ], [ :0-3- ,0- - ), [1 :0-4-0, - - ], 1 -2-1 ,0 -1 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in Poc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.54 Vert(LL) -0.14 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999' BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.05 16 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 238 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. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 5-17 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 771 /0-8-0-, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2 = 224(load case 4) Max Uplift2 = -476(load case 4), 16=-1021(load case 4), 9=-587(load case 5) Max Grav 2=797(load case 6), 16=2456(load case 1), 9=877(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-837, 3-4=-327, 4-5=-327, 5-6=1791, 6-7=1387, 7-8=-223, 8-9=-839, 9-10=14 BOT CHORD 2-19=765, 18-19=0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16=-1285, 13-15=96, 6=15=164, 13-14=0, 12-13=0, 11-12=762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5-17=1990, 5-16=-1947, 6-16=-492 NOTES (5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 476 lb uplift at joint 2, 1021 lb uplift at joint 16 and 587 lb uplift at joint 9. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1piV B r ' No. 4 5161 SPATE OF J ANAL August 7,2002 ®WARMNO - VeWy 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 Im l 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, consu8 OST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION -44 t'/. * Center plate on joint unless dimensions indicate otherwise.. Dimensions are in inches. Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS a c3 o WEBS J5 occ _ o O a 1�y u U O o_ ce c' ce 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N W! @ MiTeke PANEL TM CLIP HYORO,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 joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Truss Type ty Ply D R H RT N DR1965F A7 ROOF TRUSS 1 2 13634714 (optional) A U- PAN-TH, L N W D, FL, MiTek Industries, Inc. 4. 1 R1 s Aug 1 Mi ek Industries, Inc. Wed Aug' 1 :4 age 1 11-0-9. 3-9-14 7-0-0 12-3-7 1 17-5-2 22-6-14 27-8-9 33-0-0 36-2-2 40-0-0 11-0-9 i i 1-0-0 3-9-14 3-2-2 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 3-2-2 3-9-14 1-0-0 Scale = 1:71.3 - 9x17.5 MII16 - - 9x17.5 MII16= 4x6 = 7x8 = 4x8 = 2x4 II 5.00 12 4 19 20 5 21 22 23 24 25 726 27 28 8 29 30 9 2x4 2x4 3 10 _ c7 2 11 2 1 1 ]o 0 6 3x8 = 18 31 32 17 33 34 356 36 37 158 39 40 14 41 42 13 3x8 = _ - 3x4 = 5x6 = 3x8 = 2x4 II 6xi0 - 3x4 = 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 40-0-0 7-0-0 - 5-3-7 5-1-11 5-1-11 5-1-1.1 5-3-7 7-0-0 Plate Offsets (X,Y): [2:0-4- ,0-1- 1, [4: -8-12, - -51, [ :0-4-0,0-4- 1, [ -12,0- -51, [11:0-4- ,0-1- 1, [14: - - ,Ed el, [1J:0- -12, - - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 1.22 15-16 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.99 Vert(TL) -1.01 15-16 >467 M1116 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.30 11 n/a BCDL 10.0 ° Code SBC/ANSI95 (Matrix) list LC LL Min I/defl = 360 Weight: 440 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-6-4 oc purlins. 4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP SS BOT CHORD Rigid ceilingdirectly applied or 3-7-4 oc bracing. BOT CHORD 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3970/0-8-0, 11=3970/0-8-0 Max Horz 2=-92(load case 5) Max Uplift 2 = -3822(load case 4), 11=-3710(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8611, 3-4=-8850, 4-19=-12015, 19-20=-12016,'5-20=-12018, 5-21=-13878, 21-22=-13878, 22-23=-13878, 6-23=-13878, 6-24=-13878, 24-25=-13878, 7-25=-13878, 7-26=-12060, 26-27=-12060, 27-28=-12060, 8-28=-12060, 8-29=-12063, 29-30=-12061, 9-30=-12059, 9-10=-8844, 10-11=-8612, 11-12=29 BOT CHORD 2-18 = 7724, 18-31 = 8229, 31-32 = 8229, 17-32 = 8229, 17-33=12016, 33-34 =12016, 34-35=12016, 16-35=12016, 16-36=13795, 36-37 = 13795, 15-37=13795, 15-38=13795, 38-39=13795, 39-40 = 13795, 14-40=13795, 14-41 =8221, 41-42=8221, 13-42=8221, 11-13=7726 WEBS 3-18=520, 4-18=589, 4-17=4324, 5-17=-1875, 5-16=2134, 6-16=-852, 7-16=95, 7-15=201, 7-14=-1988, 8-14=-911, 9-14=4384, 9-13=586, 10-13=508 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3822 lb uplift at joint 2 and �j 37s uplift at joint `pi� u designed 61 This truss has been designed with ANSI/TPI 1-1995 criteria. ........... 7) 2-ply truss to be 1Od Common(. •. connected together with 1 48"x3") Nails as follows: ,• Top chords connected as follows: 2 X 4 1 0-9-0 2 X 6 2 0-9-0 Adel - row at oc, - rows at oc. .%fit, 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. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b down and 305.1lb up' at 7-0-0, * ��4 J1 �. 159.51b down: and 305.1lb up at 9-0-12, 159.51b down and 305.11b up at 11-0-12, 159.51b down and 305.11b up at ; 13-0-12, 159.51b down and 305.11b up at 15-0-12, 159.51b down and 305.1lb up at 17-0-12, 159.51b down and 305.1lb up at 19-0-12, 159.51b down and 305.1lb up at 20-11-4, 159.51b down and 305.1lb up at 22-11-4, 1.59.51b ;` "{�T down and 305.1lb up at 24-11-4, 159.51b down and 305.t1b up at 26-11-4, 159.51b down and 305.11b up at 28-11-4 , OF • and 159.51b down and 305.1lb up at 30-11-4, and 159.51b down and 305.1lb up at 33-0-0 on top chord, and �� 'J .` 625.1lb down and 577.61b up at 7-0-0, 46.Olb down at 9-0-12, 46.Olb down at 11-0-12, 46.Olb down at 13-0-12, ••.• (� {/�� �a��" 46.Olb down at 15-0-14:46.0Ib down at 17-0-12, 46.Olb down of 19-0-12, 46.016 down at 20-11-4, 46.Olb down at ,•'••e..e.o•� 22-11-4, 46.Olb down at 24-11-4, 46.01b down at 26-11-4, 46.Olb down at 28-11-4, and 46.Olb down at 30-11-4, and 625.1lb down and 577.61b up at 32-11-4 on bottom chord. Design for unspecified connection(s) is delegated to the L building designer. 9) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 3333E 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED: AU9USt %,ZOOZ Continued ® WARNING - VerVy design parameters and READ NOTES ON THIS AND RE VERSE 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 van in Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss Ell- - 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 braacing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing. consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIR-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofllo Drive, Madison, WI53719. I��B�® Symbols _ PLATE LOCATION AND ORIENTATION -44 10'13/4 *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS cz 73- WEBS J5 cc ocr _ o O a O a ce a ce FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dirrvension 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. MiTeko PANEL TM CLIP FORM018,019 GANG ruwL Hyopa.AW ® Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. . 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job russ Truss Type Qty Ply D R H RT N DR1965F A7 ROOF TRUSS 1 2 13634714 (optional) A U- AN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 R1 s Aug 20 2001 Mi ek Industries, Inc. Wed Aug 07 12:38:48 2002Page LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-9=-74.0, 9-12=-74.0, 2-11 =-20.0 Concentrated Loads (lb) Vert: 4=-159.5 9=-159.5 18=-625.1 13=-625.1 19=-159.5 20=-159.5 21=-159.5 22=-159.5 23=-159.5 24=-159.5 25=-159.5 26=-159.5 27=-159.5 28=-159.5 29=-159.5 30=-159.5 31 =-46.0 32=-46.0 33=-46.0 34=-46.0 35=-46.0 36=-46.0 37=-46.0 38=-46.0 39=-46.0 40=-46.0 41 =-46.0 42=-46.0 113 No. 4 5161 V Q o. STATE OF V4 '�. 10 Rk. L August 7,2002 ®WARNING - VerM design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. ® ® Design vaild 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 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 OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 p� '���0 M Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohio Drive, Madison, WI53719. N Symbols - PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates I/s" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. u J2 J3 J4 TOP CHORDS c2 Q 0 WEBS , J5 Cr o _ o Q U O O �y U r— a c8 c7 ce 0O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dirrrension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING NrIA Indicates location of joints at which bearings (supports) occur. Egg MiTekJill PANEL TM FORM018,019 mANG-NAIL ® HYDRO -AIR Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2, Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 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 Ply D R H R N 13634715 DR1965F A9 ROOF TRUSS 1 1 (optional) U- AN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mr ek Industries, Inc. Wed Aug 07 1 :4 Page 1 i 0- 4-9-14 9-0-0 14-6-0 20-0-0 25-6-0 31-0-0 35-2-2 40-0-0 1 0-0 1-� I � i- I I � � I 1-0-0 4-9-14 4-2-2 5-6-0 5-6-0 5-6-0 5-6-0 4-2-2 4-9-14 1-0-6 Scale = 1:71. 5x6 = 5x6 = 3x4 - 5x6 - 3x4 = 5.00 FTT 4 5 6 7 8 2x4 L 2x4 3 9 2 10 O O 3x8 = 17 16 15 14 13 12 3x8 = 3x8 - 4x6 - 3x4 - 3x4 = 4x6 = 3x8 - 9-0-0 16-4-0 23-8-0 31-0-0 40-0-0 9-0-0 7-4-0 7-4-0 7-4-0 9-0-0 Plate Offsets ( ,Y): [-4-2,0-1- 4: - - ,0-2-4j, [ - - 1, [ - - =41, [10:0-4- -1- , [16:0-3-0,Edgef .LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.52 15 >907 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 10 = 1951 /0-8-0 Max Horz 2 = 1 14(load case 4) Max Uplift2=-1096(load case 4), 10=-963(load case 3), FORCES (lb) - First Load Case Only TOP CHORD' 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11 =14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1096 lb uplift at joint 2 and 963 lb uplift at joint 10. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEN45161..Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard ��jj !V E B ,......... No. 4.5161 STATE OF V 0R�oa�'�` Q�uaL August 7,2002 A WARNING - Vsr{ fy design parameters and READ NOTES ON THIS 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 boded 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 QST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI63719. M iTek® Symbols _ PLATE LOCATION AND ORIENTATION -44 10'13/4 *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS cz 73- WEBS J5 cc ocr _ o O a O a ce a ce FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dirrvension 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. MiTeko PANEL TM CLIP FORM018,019 GANG ruwL Hyopa.AW ® Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. . 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job , Truss truss lype ty Ply D R HORT N 13634716 DR1965F AG1 ROOF TRUSS 1 1 (optional) A U- AN- H, LONGWOOD, FL, Mi ek Industries, Inc. 1 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Aug 07 1 1 2002 Page 1 11-0-9 7-6-0 14-9-0 20-0-0 23-0-0 28-5-6 33-10-13 40-0-0 11-0-0 I I F- F 1-0-0 7-6-0 7-3-0 5-3-0 3-0-0 5-5-6 5-5-6 6-1-3 1-0-0 - Scale = 1:71. 5x6 — 5 5.00 FfT 4x6 6 4 3x4 7 5x8 3 II 5x6 3 7 165x1 = 1 8 Sx = 0 8x8 — ro. OE v. 2 3. II 9 1 19 t - p 5x8 = d 3x6 = 18 14 13 12 11 3x6 = 2.50[1lY 5x8 = 7-6-0 14-9-0 20-4-0 23-0-0 28-5-6 33-10-13 40-0-0 7-6-0 14-6-0 7-3-0 5-7-0 2-8-0 5-5-6 5-5-6 6-1-3 Plate Offsets (X,Y): [ :0- -4, - - ], [ :0-3- - - ], t1 -4- - - ], [17: - - -4] LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.53 Vert(LL) 0.16 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.20 2-19 >838 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.08 18 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 294lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 702/0-8-0, 18 = 646/0-8-0, 16=1732/0-8-0, 9 = 863/0-8-0 Max Horz 2=223(load case 4) Max Uplift2=-420(load case 4), 18=-538(load case 4), 16=-662(load case 5), 9=-601(load case 5) Max Grav 2=715(load case 6), 18=886(load case 6), 16=1732(load case 1), 9=872(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1518, 3-4=548, 4-5=605, 5-6=929, 6-7=153, 7-8=-692, 8-9=-1357, 9-10=29 BOT CHORD 2-19=1342, 18-19=-34, 16-17=-714, 15-16=-155, 13-15=99, 6-15=558, 13-14=0, 12-13=4, 1 1-12 = 1 159, 9-11 =1 164 WEBS 3-19=-177, 17-19=1445, 3-17=-1739, 5-16=-1003, 6-16=-860, 12-15=771, 7-15=-638, 7-12=-139, 8-12=-660, 8-11 =136, 17-18=-587, 4-17=-471, 5-17=262 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 2, 538 lb �•���• , uplift at joint 18, 662 lb uplift at joint 16 and 601 lb uplift at joint 9. Q �� 8) This truss has been designed with ANSI/TPI 1-1995 criteria. (, �� '•,j . 9) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. / * ' No. 45161 LOAD CASE(S) Standard y STATE OF • ". [0RE4��' `4 � anraL August 7,2002 ®WARNING - 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 HI8-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE PLATE LOCATION AND ORIENTATION 13/. .*Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating format refer to the Mrlek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 400". continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FOR M018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 Cr oir _ o OIN - �ti " U r— a ce c ? ce r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko WM PANEL TM -CLIP-. HYORO,A/R ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the - building designer, erection supervisor, property owner and all other interested parties.. • 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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 sholl be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job russ Truss Type ty Ply D R H RTON 13634717 DR1965F AG2 ROOF TRUSS 1 1 (optional) LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 MI ek Industries, Inc. Wed Aug 07 12:40:43 2002age 1 -1-0-01 7-6-0 14-9-0 16-7-3 22-0-0 .23-0-0 1 i 1-0-0 7-6-0 7-3-0 1-10-3 5-4-13 1-0-0 4x8 II Scale = 1:49.8 6 2x4 II 12x4 II 5 7 LA 8 j0 2x4 II - - 5x8 �. 2x4 II 2x4 11 - 3x4 = . 3z10 II 5.00 12 34 7 1 — II - 2x4 II co ob m v v v 2 11 1 2x4 II 5x8 — 2x4 II 0 2x4 11 2x4 II 3x4: 10 2.50 12 2x4. 11 ' 7-6-0 14-9-0 20-4-0 22-0-0 1 I I 7-6-0 7-3-0 5-7-0 1-8-0 Plate Offsets (X,Y): (4:0-1-4,0- - 1,[7:1-7-14,-1-0),[7:0-4-5,0-1- 1,[ :0- -8, -5-0) LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/def( PLATES GRIP TCLL 30.0 Plates Increase 1.33 14TQ 0.52 Vert(LL) 0.16 2-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1. B 0.54 Vert(TL) -0.2 2-11 >831 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.08 10 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 9-11, 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 = 715/0-8-0, 10 = 1135/0-8-0, 7 = 357/0-8-0 Max Horz 2=416(load case 4) Max Uplift2 = -357(load case 4), 10=-679(load case 4),, 7=-247(load case 5) Max Grav 2=715(load case 6), 10=1135(load case 1), 7=404(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1564, 3-4=-1353, 4-5=383, 5-6=366, 6-7=-71, 7-8-34 BOT CHORD 2-11 =1383, 10-11 =-48, 7-9 =-4 WEBS 4-11 =-202, 9-11 =1521, 4-9=-1642, 9-1G=-1074, 5-9=-370, 6-9=-473 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. l���� . 61 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2, 679 lb t13 uplift at joint 10 and 247 lb uplift at joint 7. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 4..� ............ 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ' ;'��l f��Qi l.* 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. i Y 4 LOAD CASE(S) Standard } NQ.451£# •�. :STATE OF • .c %-a' 0 R Ep,X`�' �QNAL August 7,2002 ®WARNING - Verm design parameters and READ NOTES oNTHl3 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 kwded 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 brblcing of the overall structure is the responsibility of the building designer. For general guidance regarding tabrk:ation, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIS-91 /� Handling Instaliinq and Bracing Rocommendatkm available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl53719. Mk ®�B�® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/4 *Center Plate on joint unless : - Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties„ TOP CHORDS 2, Cut members to bear tightly against each cs c3 other, O WEBS . J5 a: 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 c) O a �ti X at joint locations. truss and vertical web. of a 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" from C, 0 panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, � 14. Do not cut or alter truss member or plate - without prior approval of a professional Meek® engineer. ® 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. . CLIP .. FORM018,019 GANG -NAIL ® HYDR® LMR . - - Job Truss Truss Type ty Ply D R H RT N ' 13634718 DR1965F B ROOF TRUSS 1 1 (optional) A U- AN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Aug 07 12:38:53 2002 Page 1 -1-0-0 5-3-14 10-0-0 14-8-2 20-0-0 21-0-0 1-0-0 5-3-14 4-8-2 4-8-2 5-3-14 1-0-0 Scale = 1:36.9 ' 4x6 = 4 - 5.00 12- 2x4 2x4 3 5 2 6 �7 1 ' �0 0 3x4 = 8 3x4 - 5x8 = 10-0-0 20-0-0 - 10-0-0 10-0-0 Plate Offsets (X,Y): (2:-1-8,0-1- 1,[ -1- -1- ], [ -4- - - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) . I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.07 8 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 > 993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1004/0-1-8, 2 = 1024/0-8-0 Max Horz 2=123(load case 4) Max Uplift6 = -521 (load case 5), 2=-536(loadcase 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-I611, 6-7=14 BOT CHORD 2-8 =1430, 6-8 =1481 WEBS 3-8 =-389, 4-8 = 536, 5-8 =-444 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 6 and 536 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines,. FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard l� iF— 13��` ... ///% _ No-45161 � A � 4 J ��. STATE OFOR I L August 7,2002 ®WARNING - Verbjg design parameters and READ NOTES oN Tms AND REVERSE SIDE BEFORE USE. ®� Design valid for use only with Mtfek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be IQ 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 HIS-91 fi MITek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719, 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. 44 *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401, continuous lateral bracing. BEARING g nA Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS cz c3 WEBS J5 a: o _ o cr O O a o �� C BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 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 MiTeke OW TM PANEL CLIP= Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. FORM018,019 ® HYDRO -A FR Job Truss Truss ype ty Ply D R H R N ' 13634719 DR1965F BG ROOF TRUSS 1 1 (optional) A U- PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 R1 s Aug 90 9001 MiTek Industries, Inc. Wed Aug 07 1 5 0 age 1 -1-0-0 5-3-14 10-0-0 14-8-2 20-0-0 21-0-0 1-0-0 5-3-14 4-8-2 4-8-2 5-3-14 1-0-0. Scale = 1:38.1 4x6 = 4 2x4 11 2x4 11 5.00 12 - - 3x4 3x4 • 2x4 II 3 5 2x4 II x II x II o 2 6 iLLI 7 Io o 25 26 2x4 11 10 2x4 11 27 2x4 II 28 9 29 2x4 II 30 8 31 2x4 II 32 33 3x4 = 3x4 = 2x4 11 7x8 - 2x4 11 2x4 11 5-3-14 10-0-0 14-8-2 20-0-0 5-3-14 4-8-2 4-8-2 5-3-14 Plate Offsets (X,Y): [9: -4-0, -4-8 •LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) . I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) 0.06 9-10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.29 Vert(TL) -0.09 8-9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 124lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-13 oc purlins. BOT CHORD 2 X 6'SYP No.2ND BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 950/0-8-0, 2 = 951 /0-8-0 Max Horz 2=126(load case 4) Max Upiift6 = -596(load case 5), 2=-535(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1678, 3-4=-1182, 4-5=-1182, 5-6=-1677, 6-7=34 BOT CHORD 2-25 =1471, 25-26 =1471, 10-26 =1471, 10-27 =1471, 27-28 = 1471, 9-28 = 1471, 9-29 =1470, 29-30 =1470, 8-30 =1470, 8-31 = 1470, 31-32 = 1470, 32-33 =1470, 6-33 =1470 WEBS 3-10 = 60, 3-9 =-485, 4-9 = 507, 5-9 =-484, 5-8 = 59 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using-5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. .5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 596 lb uplift at joint 6 and 535 lb uplift at joint 2. 6) This truss has been designed with ANSI/TPI 1-1995 criteria 7) Special hanger(s) or connection(s) required to support concentrated load(s) 17.71b up at 1-0-0, 10.81b up at 3-1-1, 10.81b up at 5-1-1, 10.81b up at 7-1-1, 10.81b up at 9-1-1, 10.81b up at 11-1-1, 10.8Ib up at 13-1-1, 10.81b up at 15-1-1, and 10.81b up at 17-1-1, and 17.71b up at 18-11-1 on bottom chord. Design for unspecified connection(s) is B�/1 1pi� delegated to the building designer. ••�•� 4.! 8) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.E kFi�,•..��A ;.•'' 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. qi `,'i y•;`� V LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 No, 45161 Uniform Loads (plf) r Vert: 1-4=-74.0, 4-7=-74.0, 2-6=-20.0 . Concentrated Loads (lb) t, 04� �� •, Vert: 10=10.825=17.726=10.827=10.828=10.829=10.830=10.831=10.832=10.833=17.7 O •� L August 7,2002 ®WARNING - VerW design parameters 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 literal 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 WWI Installinq and Bracing Recommondation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each cz ca other, o WEBS J5 1z 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate ; ; a:joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a �ti _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" from ce C, C6 panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions - shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional M oTek® engineer. ® 15, Care should be exercised in handling, TM PANEL erection and installation of trusses, © 1993 Mitek Holdings, Inc. „�\�® FORM018,019 - G.otVG-N'°''� ® HYORO,AOR® - - Job , Truss Truss Type ty Ply D R H RT N 13634720 DR1965F CG SCISSORS 1 1 (optional) —ACC-U—SPAN-T L N WO D, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 001 Mi ek Industries, Inc. Wed Aug 07 1 :56 2002 Page 1 -1-0-0 4-0-15 7-6-0 10-11-1 15-0-0 16-0-0 1-0-0 4-0-15 3-5-1 3-5-1 4-0-15 1-0-0 Scale = 1:29.0 4x6 = 4 5.00 12 - 2x4 = _ � 2x4 = 3 5 8 5x8 = 2 6 ��ryry{ 7 d1 2.50 12 3x4 3x4 zz - 7-6-0 15-0-0 7-6-0 7-6-0 Plate Offsets (X,Y): [ :0-1-11,0- -71, [ :0-1-11,0-0-71 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 >908 BCLL 0.0 Rep Stress Incr NO- WB 0.29 Horz(TL) 0.11 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 63 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) - 2=782/0-1-8, 6=782/0-1-8 Max Horz 2=-95(load case 5) Max Uplift2 = -41 2(load case 4), 6=-412(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4=-1625, 4-5=-1625, 5-6=-2090, 6-7=10 BOT CHORD 2-8 = 1935, 6-8 = 1935 WEBS 4-8=969, 3-8=-394, 5-8=-394 NOTES (7) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 2 and 412 lb uplift at joint 6. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Truss Engineer: Junaidie Budiman, PEtl45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 8) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard F B f t No, 4 5161 STATE 4F ='rt► August 7,2002 ®WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERBE SIDE BEFORE USE. ®® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is lot an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss -_ designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bNcing of the. overall structure Is the responsibility of the building designer. For general guidance regarding lobricatlon, quality control, storage, delivery, election and bracing. consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Instaillnq and Bracing Recommendation avolloble from Truss Plate Institute, 583 D'Onohlo Drive, Madison, WI 53719. r Symbols Numbering System AGeneral Safety, Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/, *Center plate 'on joint unless-. Damage Or Personal Injury . dimensions indicate otherwise. Dimensions are in inches, Apply; plates to both sides of Muss and' 1. Provide copies of this truss design to the . securely seat. building designer, erection supervisor, property J2 J3 J4 owner and all other interested parties.. 8 TOP CHORDS 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 o ,� ; 3 Q joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of 0 0 a _ at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at �/4 panel length(+ 6" from adjacent joint.) C �, C BOTTOM CHORDS ® *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the j dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. nA Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek° engineer. ® 15. Care should be exercised in handling, TM PANEL erection and installation of trusses, © 1993 Mitek Holdings, Inc. CLIP s FORM018,019 - - - a'O�NG- � ® HYOR®.A/R Job russ Iruss Fype ty Ply D R HORT N , 13634721 DR1965F J ROOF TRUSS 14 1 (optional) ACCU-SPAN-T LONGWOOD, FL, MiTekIndustries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Aug 07 1 Page 1 -1-0-o 7.0-0 1-0-0 7-0-0 3 Scale = 1:19. 5.00 FTT 2 4 2x4 - • 7-0-0 700 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0-.63 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.24 1-2 >69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D 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 (Ib/size) 3 = 234/Mechanical, 2=424/0-8-0, 4 = 66/Mechanical Max Horz 2=221(load case 5) Max Uplift3 = -250(load case 5), 2=-168(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 75 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others)- of truss to bearing plate capable of withstanding 250 lb uplift at joint 3 and 168 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard r * : No.4.5161 STATE 4F �QNAL August 7,2002 ®WARMNO - Ve ft design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. =0 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. ApplloabllBy of design parameters and proper Incorporation of component Is responsibility of building designer - not it... 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 bibcing 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 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'OnofrloDrive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION -44 1 3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply, plates.to both sides of truss and, securely seat. ye" ye„ *For 4 x 2 orientation, locate plates I/a" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second din'Tension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 Cr o _cc o O U c8 c7 ce OP BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Mi! 0 MiTeke TM PANEL CLIP ' ® HYOROva/R ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job , russ Iruss lype ty Ply D R H RT N 13634722 OR1965F J1 MONO TRUSS 10 1 (optional) A U AN- H,LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mr ek Industries, Inc. Wed Aug 07 1 :4 age 1 -1-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:6.3 5.00 12 2 2x4 — 4 1 X. r.0-0 1-0-0 Plate Offsets (X,Y): [ :0-1- -1- ] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC G.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=168/0-1-8, 4=10/Mechanical, 3 = -7/Mechanical Max Horz 2=53(load case 4) Max Uplift2 = -1 28(load case 4), 3=-28(load case 5) Max Grav 2=168(load case 1), 4=10(load case 1), 3 = 230oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-33 BOT CHORD 2-4=0 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level,. using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 28 lb uplift at joint 3. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard !� it 1133A. • •6 ffjj V (� v: No. 4.5161 �J..{. Y♦- �3i11i� VI STATE OF c7 ANAL August 7,2002 ®WARNING - VerVy design pammeters and READ NOT&3 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 elector. Additional permanent IoNcing 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 Cuallty Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, SB3 D'Onofrb Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION . *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS C2 73 WEBS a:J5 o_ o O 0O a C8 C7 C BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MITeke TM PANEL CLIP .. FORM018,019 "ANG-NAIL ® HYOR0,4/R® r Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply D R HORTON 13634723 DR1965F K ROOF TRUSS 4 1 (optional) A U AN- H, L N W D, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Aug 07 1 9 2002 Page 1 -1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = 1:15.7 5.00 r-1T 2 1 4 2x4 - 5-0-0 5-0-0 ;LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP -TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) 0.08 1-2 >210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 1 55/Mechanical, 2=335/0-8-0, 4 = 46/Mechanical Max Horz 2=161(load case 5) Max Uplift 3 = - 1 74(load case 5), 2=-152(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 152 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEk45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard !p i•0�� .. d. * ' No. 4.5161 � �r 0 : STATE F OR ��QNaL August 7,2002 ®WARNING - Vervy design parameters and READ NOTES ON mzs 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 stablllty 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 CST•88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI 53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/14 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and sec urely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. (Numbering System J2 J3 J4 TOP CHORDS ca c3 WEBS J5 o_ o UV h' ; ; O 0O a U c? ce RO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M1 I MiTeke TM PANEL CLIP FORM018,019 canNr- � 0 HYDRO,AiR® ®General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5• Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12• Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job , Truss Truss Type ty Ply D R HORTON 13634724 DR1965F L ROOF TRUSS 4 1 (optional) A U- PAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MI e( Industries, Inc. Wed Aug 07 1 0 2002 Page 1 -1-0-0 3-0-0 1-0-0 3-0-0 3 Scale = 1:10.5 5.00 r1T 2 1 4 3-0-0 3-0-0 ;LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 (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=253/0-8-0, 4=26/Mechanical Max Horz 2=101(load case 5) Max Uplift3 = -97(load case 5), 2=-144(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = -54 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 3 and 144 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 13 * . No, 4 5161 MATE OF r oRcat/ ¢NA1. August 7,2002 ®WARNfNO - Verify design parameters, 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 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 M iTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System, J2 J3 J4 TOP CHORDS c2 ; Q Q WEBS spy o O O ca oUa FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke ill PANEL TM CLIP OfYORO,A/R ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Y Job Truss Truss Type ty Ply D R H RT N 13634725 DR1965F M ROOF TRUSS 4 1 (optional) A U- PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 90 9001 MiTek Industries, Inc. Wed Aug 07 1 1 2002 Pag-el -1-0-0 1-0-0 1-0-0 1-0-0 3 - Scale = 1:6.3 5.00 12 2 4 1 2.4 = 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 (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 (lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 2=53(load case 4) Max Uplift3=-25(load case 5), 2=-138(load case 4) Max Grav 3=31(load case 4), 2=177(load case 1), 4=9(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf _ top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The - lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 138 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEf145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard is L3��� V' � � �w STAiry AT �y+silVAL August 7,2002 ®WARNING - Vsryg design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be _ Installed and loaded vertically. 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 GST•88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 Handling Instalddnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. M MiTek" Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca c� WEBS J5 cc 0cr 0 O a �v 0O a ce c7 cb 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR. 870040-N, 930013-N, 910080-N 19! 0 1 MiTeke O TM CLIP ® HYDRO AW Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a. professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job + russ Iruss Type ty Ply D R H R ON 13634726 DR1965F S ROOF TRUSS 2 1 (optional) A U- PAN-TH, L N WO D, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MI ek Industries, Inc. Wed Aug 07 1 :4 age 1 -1-5-0 5-3-5 9-10-13 1-5-0 5-3-5 4-7-8 4 = 1:20.1 9 3.54FTT 3x4 3 8 2 10 11 7 12 6 5 2x4 II 3x4 - 2x4 - • 5-3-5 9-10-13 1 5-3-5 4-7-8 .LOADING (psf) SPACING 2-G-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4 = 188/Mechanical, 2=634/0-11-5, 5 = 397/Mechanical Max Horz 2=218(load case 2) Max Uplift4 = -243(load case 3), 2=-535(load case 2), 5=-353(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-8=-1099, 3-8=-1002, 3-9=-88, 4-9=44 BOT CHORD 2-10=1001, 10-11 =1001, 7-11 =1001, 7-12=1001, 6-12=1001, 5-6=0 WEBS 3-7=187, 3-6=-1068 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 4, 535 lb uplift at joint 2 and 353 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 150.01b up at 4-3-11, and 161.71b down and 395.3Ib up at 7-1-10 on top chord, and 21.61b up at 1-5-12, and 12.1lb down at 4-3-11, and 52.1lb down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 �i �� Uniform Loads (plf) Vert: 1-4 = -74.0, 2-5 =-20.0 , . ....•��"7tl Concentrated Loads (Ib) . X•'' Vert: 8=10.1 9=-161.7 10=21.6 11 =-12.1 12=-52.1i � -4,•' • ¢ NO, 45161 ; ,k Y = i 0 •• STATE OF Y Q'`••t o R Joa�'�� August 7,2002 ®WARNING - VerM design parlameten and READ NOTES ONTMS 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 literal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brarcing of the overall structure Is the responslblllty 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 Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI $3719. M iTek® 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. 8" ye" 0 Q 0 *For 4 x 2 orientation, locate � plates I/8" from outside edge of o truss and vertical web. 0 *This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 0 cr 0 0 0- 0 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 PANEL TM CLIP FORM018,019 GANG -NAIL ® HYDRD,A/R® ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job ,, . Truss ruse ype ty Ply D R H RT N 13634727 bR1965F S1 ROOF TRUSS 2 1 (optional) A U- AN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 90 9001 MiTek Industries, Inc. Wed Aug 07 1 :3 Page 1 -1-5-0 1-5-0 1-5-6 1-5-0 3 Scale = 1:6. 3.54(-1£ 2 4 1 • 2x4 = 1-5-0 1-5-0 GOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TU 0.02 1 >908 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = -40/Mechanical, 2=193/0-8-0, 4 = 6/Mechanical Max Horz 2=41(load case 2) Max Uplift 3 = -40(load case 1), 2=-180(load case 2) Max Grav 3=50(load case 4), 2=193(load case 1), 4=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-24 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 180 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161% Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1 .33 Uniform Loads (plf) Vert: 1-2 =-74.0 Trapezoidal Loads (plf) Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 l�i�� IS �`rFEE ..- * No. 4.51 f 1 STATE OF OR I'DOSIV, August 7,2002 ®WARMNO - Verify design parameters and READ NOTES ON THFS AND REVERSE SIDE BEFORE USE. ®® e Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is tot 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 bribcing 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 Spectfleation, and HIB-91 iTek® Handling Installlnq and Bracing Recommendation available from Truss Rate Institute, 583 D'Onofrlo Drive, Madison, WI53719. 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 Injury 117-11 dimensions indicate otherwise. Dimensions are in inches, Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property �a securely seat. J2 J3 J4 owner and all other interested parties- 8 TOP CHORDS 2, Cut members to bear tightly against each cz ca other. WEBS J5 a:3, Place plates on each face of truss at each * For 4 x 2 orientation, locate o 5 ,� ; Cr �' ; joint and embed fully. Avoid knots and wane plates I/a" from outside edge of o _ at joint locations, truss and vertical web, of a 4. Unless otherwise noted, locate chord splices o at I /4 panel length(+ 6" from adjacent joint.) C, BOTTOM CHORDS _ *This symbol indicates the 5, Unless otherwise noted, moisture content of - required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 x 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, 401, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. e_ ® Ell 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 CLIPEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. ` FORM018,019 GANG -watt Q HYDRO,A®RO M __ =:=:=: __ . __ , ___ -- L_ - - -- ---------------- - -- -- - - - - - - - _ _ _ ____- M L K�.__ K A All A13 -- A15 A17 A - — 'A U - --1 A A o ' A � � s CD A z A ---- i q ` A A A 14-0-0 CLG. A 14-0-0 BRG. IN ENTRY _ BGAG2 IN VOLUME CLG. A2 AG1 20-0-0 5-0-0 15-0-0- I V1'AI;NIN'C: ALL BEARING WALLS TO BE PLACED JL 1 PLY HGR. �IGTICE! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. 1. C, 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS WALLS SHOWN ARE TO BE BEARING.. Q 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER: DR1965F DATE: 8-6-02 APITCH: S LOAD:SHINGLES CU SPAN CUSTOMER: D R HORTON /H: , 2" ?407-321-�1�� BY: T.H JOB NAME: MODEL 1965 "D" ELEV. BRG: BLOCK ic 1 . 1 T 1