The URL can be used to link to this page

316 Clydesdale Cir - BR03-001693 (BAKERS CROSSING) (SFR) DOCUMENTS0 d PERMIT ADDRESS 1 C SUBDIVISION vi CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 PHONE NUMBER ('BC 055300 PROPERTY OWNER ADDRESS \ PHONE NUMBER ELECTRICAL CONTRACTO: MECHANICAL CONTRACT( PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERNIIT NUMBER FEE FEE PERMIT # C- -,) ` VA DATE 2S - \ .- PERMIT DESCRIPTION PERMIT VALUATION Day\O SQUARE FOOTAGE ?4yVO b CERTIFICATE OF OCCUPANCY / COMPLETION Th!r,s-fs to certify that the building located at 316 CLYDESDALE CIR for which permit 03-00001693 has heretofore been issued on 5 07/03 has been completed according to plans and specifications filed in the office of the Building pfficial prior to the issuance of said building permit, to wit as complies with all the building, plumbing, e ctrical, tjning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL' Subdivision Regulations Apply: Yes No DATE PxPPROM BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: Drainage R 76 Maintenance Bond PUBLIC WORKS: Street Name Signs 3 Storm Sewer Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE DATE APPROVAL FIRE: Inspected Sewer Lines In Sewer Tan Street Paved Street Lights Driveway FEES PAID DATE AMOUNT 5 16 03 5/ 23/03 5/ 08/03 6/ 23/03 5/ 23/03 5/ 08/03 5/ 08/03 5/ 08/03 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 316 CLYDESDALE CIR for which permit 03-00001693 has heretofore been issued on 5 07/03 has been completed according to plans and specifications filed in the office of the Building Offi 'al•p for to the issuance of said building permit, to wit as complies with all the building, plumbing, el ctrical, 66ning 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 5/08/03 279.61 01-POLICE IMPACT RESID 5/08/03 91.93 01-RADON GAS TAX FEE 5/08/03 17.34 01-ROAD IMPACT FEES 5/08/03 847.00 01-RECOVERY FD/CERT. PGM. 5/08/03 17.34 01-SCHOOL IMPACT FEE 5/08/03 1384.00 WD IMPACT:SINGLE FAMILY 5/08/03 650.00 SD IMPACT:SINGLE FAMILY 5/08/03 1700.00 OWNER "BUILDINICIAL DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: ' - a a -O 'l) PERMIT #: ADDRESS: CONTRACTOR: PHONE #: '-A(D) -83a - y 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. DEngineering Fire (\ I P Public Works Zoning r1 A ftie Licensing n 1(k CONDITIONS: (TO BE COMPLETED ONLY IP APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE****4 - rNDATE: PERMIT #: 03' 1l0°3 ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated: I • G'LSIo3 . Engineering Fire DPublic Works Zoning no Utilities Licensing n Q CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) sE Stl v UNDG2G04C1- .JC.-[ie+n) I.: ... kk . CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE:-a3-0 PERMIT #: 03+110 3 ADDRESS: 3110 Ca4.1D Q _ Cam, CONTRACTOR: PHONE #: '-A(D) - 8 o - y S 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: OEngineering OFire no Public Works OZoning OUtilities OLicensing no CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTiEC.;A'i'E OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: L. a3-o3 PERMIT #: Off- 1Lo°13 ADDRESS: CONTRACTOR: PHONE #: tip`) - 8 3 a - y 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 prom a io 'll be appreciated. Engineering Public Works Fire Zoning r) Utilities %d3 /%. G.c,, Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1eed 74-s/- re"On• 4s — &mot C r • GEaTIF1..CAIES F O aCUP-A Nr.Y ^.DDE-LIOlIM OWNER: ADDRESS:- MASON I:OII DISAPPROVAL: CONO11 IONAI. AG(IFrM[--N1 L 70&4 I IM DF'I"All MCN 1 U I II 1111- S I'MILIC WORKS L=NGINI:1-1IING CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: -0 PERMIT #: ADDRESS: 1 CONTRACTOR: PHONE #: '-A(D) - 8 a -'A AS 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. 1 Engineering Public Works Atilities Fire () Q Zoning n G Licensing r) a , CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) O S o FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 316 CLYESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32T73 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, eta) LOT 1, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residen8al, Addition, Accessory, etc. Use it Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: L3 GPS (Type): HIP or ##.####Ao NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2 COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA 64. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVUREVISED DATE B8. FLOOD ZONE(S) lane AO, use deplh of lloodug) 1202890045 E 4/17/95 4/17195 X 27.5' B10. Indicate the source of the Base Rood 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 B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Ct . 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 buikfing, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1,A30, AR/AH, ARIAD Complete Items C3.a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments _ Elevation reference mark used _Does the elevation reference mark used appearon the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 47. 8 ft.(m) o b) Top of next higher floor 57.2 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. R(m) gj o o d) Attached garage (top of slab) 47. 3 ft.(m) a o e) Lowest elevation of machinery and/or equipment m servicing the building (Describe in a Comments area) 47.2 ft.(m) E o i) Lowest adjacent (finished) grade (LAG) 45.4 Nrn) Z o g) Highest adjacent (finished) grade (HAG) 47. 1 ft.(m) o h) No. of permanent openings (flood vents) within 1 f . above adjacent grade 0 o ) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) Q 0 N N 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. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER' S NAME: DAVID DEFILIPPO LICENSE NUMBER: 5038 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZJP CODE 34E- SOUTH STREEy$TE, 00 ORLANDO FL 32803 DATE TELEPHONE am ( 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 InsuranoeCompanyUse. BUILDING STREET ADDRESS (Indudug Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 316 CLYDI;SDALE CIRCLE 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/ ompany, 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 _(Sued the building diagram most similar to the building for which this certificate is bang 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.(an) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Buikfirxg Diagrams 68 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ fL(m) _in.(an) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitt/s floodplain management ordinance? Yes No Unknown. The local official must certify this infarnation 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 (Iterrs, C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A a G and E are coned to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the cornmunitys 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. Gt . The infornation in Section C was taken from other documentation that has been signed acid 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 Zane A (without a FEMA4ssued or communityissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED G7. This permit has been issued fa: 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 PLAT OF , SURVEY DESCRIPTION: (AS FURNISHED) LOT 1, BAKERS CROSSING, PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: O.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA PAUL CHEN SEE AND JANICE CHEN SEE EOUIFIRST CORPORATION 1-=30' GR Pi sc 6 15 30 NOTE: 1I1II L I1 131 W 1111 LLJ V) a LL N LLI I ZU) p is NLo O U% a V p I— O e w- UJ O Y J U m O Z LN ti W a 1 Q CO I u0 1 W O I 4 I I I1I 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY' INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/ FOUND ON 8-21-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 1 AS BEING N89'34'30" W PER PLAT. FIELD DATE:) 5/16/03 [REVISED. SCALE: I" = 30 FEET APPROVED BY: WRM f— O J 22. 2' 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 LOT 2 1 yp60 S89'34'30" E p6^ `: 1 110. 00' O 03•x3' O I c 1 A/ C PAD 53. 0' TWO STORY,.I.i O> CONCRETE BLOCK m •; )'".':i' .:I,W;, h WOOD FRAME Aor. v:.In aRESIDENCE FINISH FLOOR 2. 3' ':T..'•.•'••1:..:.;W..,'.•' 8. 0'•. ELEVATION-47.78 COVERED 26.8' I 0.• ENTRY n 2. 3' F , UiL` 1 I 8. 0 o c53. 0' I 1 o I o I I6' WOOD FENCE 50 1 Q b N89' 34'30" W 110.00' 3 1 I LOT 25 BAKERS CROSSING PHASE 1 PLAT BOOK 60. PAGES 27-29 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 477 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/ W CONCRETE WALK S/ W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L916393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- ( 407) 426-7979 oft om w J ZI U O- no Q V 3 O toa I- 15 V UJ Q Q u; O O 8 W I1 J N79. ag•a0 E V 25. g4 o m 0 BT#63931(05% 6//03RON ROD )ND CAP CNA CORNER NOT ACCESSIBLE 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17- 6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA STATUTES. ASM39879 FORMBOARD 5-27-03 CKB JOB N0. REVISE PATIO 2-27-03 JML DRAWN BY: PLOT PLAN 02-03-03 JML A FOR n V'%VL .(j THE FIRM 4 N 224 DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: -0'!:) PERMIT #: O D- ADDRESS: CONTRACTOR: a 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. J.Engineering Public Works Utilities Fire r\ I P Zoning n IA Licensing Y1 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 341$."''rrYg'if 1,,,tttft: CITY OF SANFORD PERMIT APPLICATION Permit # : Job Address: /& Description of Work: Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI•_^_ Electrical: New Service — # of AMPS Mechanical! Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Addition/Alteration Change of Service Tempor* Pole Replacement New (Duct Layout & Energy Ca ;. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair— Residential or Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other (4tan X) Parcel #: _ (Attach Proof of Ownership & Legal Description) Owners Name & Address: Contractor Name &' Address: fl Phone & Fax: Bonding Company: Address: 7ortgage Lender: Address: Architect/Engineer: Address: Phone: License N Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 )%A ,ING TWICE FOR RAPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other govemrnental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I %Nell notify the owner of the property of the requirements P orida ' 0 Signature of Owner/Agent Date re of Contactor/Agent Date Ra 6 e a C, De //v L,,-ss Print Owner/Agents Name Pn Contractor .•\gent' Na Signature of Notary -State of Florida Date Signature of t;o_-State of Florida ate Owner/Agent is _ Personally mown to Me or Produced ID 1 I'I'LIC:\1ION APPROVED BY: '1*1 Loving: Initi 1 & Contractor/Ac;-::s Zl'ersonali_.• Known to Me or Produce,` :J Initial /. Date) FD: Initial X Date) (Initial & Dau pecia! Conditions: fir MYCOMMMISSp gp0212893 eF EXPIRES: June 14, 2007 Rl , Bonded rttru Notery Rj* Undenvltm Permit # : 011 — (V 3 Job Address: 10 1 'Oc Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: TlZ 5l03 n. M LWV SS1 S t l l-d s w•.t`wti Zoning: Value of Work: S G 3q fJ Permit Type: Building Electrical Mechanical Plumbing X Fire Sprinkler/Alarm Pool _ Electrical: New Service — it 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 2 Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: 10 - Q— Phone: Contractor Name & Address: ADVANTAGE E PLUMRING ING q NOR ' O• SOX 620027 State License Number: OVIED0 Phone &Fax: fdMl FLUKIIJ n gn a t Pprs noR" r y Phone:(gCr Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in 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 mans tstrtc , ktate agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Date trrem lorida Lien Law, FS 7 00 Signature of Contractor/A ent Date 6 Cjq -& Cn Print Contractor/Agent's Name j /+-t-- _ r/t_-26_3 Date Signature of Notary -State of Florida Date MARTHA Y. HALL MY COMMISSION # CC 8751.' Contractor/Agent is Pcrs to WIRES: February 1, 20.. Produced I D R ty Bonded Thru Notary Public Under} : • . - Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) 6-06-203 7:89AM FROM tP!ta:!0'r- :n .. _-R:!'nv,.*rvt.Ye•,Yn h:., •.nr^.=t7ngr..^• ..:V-. .. .. r' . I CITV OF SANFORD PERMIT APPLICATION - t 3 I S- j- / - o Permit q Job Address: Description of Work: T-\ mil; Cl-t L c-'- ` prlF pill)/lcil 7.ttoipq: yvlue of work: S Permit Type'Building_ Bleatrical ,. Mechanical Plumbing __ Fitt; Sptillih:r/Alarm Pool Addition/Alteration Change of Service Ternpor8ry Pole _ Electrical: New Service - q of AMPS i Mechanical: Residential _ Non -Residential Replacement _- Nrw (Duct Layout & Energy Qlc. Required) Plumbing/ New Commercial: A of Fixtures iY of Water & Sewer Lincs a of Gas lines Plumbing/New Resldentlal: q of Water Closets,_ Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial __ Total Square Footage: _ Construction Type: it of Storiei: 0 of Dwelling Unit3: Flood zone: (FEMA form requirod for other than X) Parcel a: ( Attach Proof of Ownership &, Ugal Descriptton),, ( v Ownm Name & D rlaz Contractor Namc & Addreu: Phone & Fax: f—' . Bonding Company' Addre.s: _, , ..-.- htortgage Lender. Address: Male License Number' E - oc) 1S:2 a- 4 Contact Person: t Q „- Phuna tj - zZ - -ODTY-}. Pliant ArchitecVEngineer: Fa s: Addreis: Application is hereby trade to obtain a permit lu do the work and installations as indicated. I certify that no wink or installanon has corruncnced prior to theissuanceofapermitandthatallworkwillbeperfnmtodtomeetstandardsofgiltlawsregulatingcamiructioninthisjurisdiction. I undc*stand thus a separst: permit must be secured for ELECTRICAL WORK PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, cte. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information Ic accurate and dug all wurk will be done in compliance widt all apPlicoble laws regulatingconsnucrionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RE(.:ORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition in the requirements of thin pcimiL there may he additional restrictions applicable to this property that rray be found in the public refiords ofthiscounty, and there may be additional permits mquirod frrsm other governmental rnnnm such as water management districts, state agencies, or fcdml abcncles. Acceptance of permit is vcritication ih;ir I will notify the owner of the property of the requue of I lor' S-Z Uatc 1,, nrturc t)f ConI;LIX Dale Signature of Ownct'/ASCM et' s Print Owncr/Agent'sNamc Print Cuvtor/AN IcSte co SgnaurerynrFlnrida ) ac CIGnatuf •aU ZI t,lwncr/ Accnt i.t ,•- Petionpnv Known w Me tat PruduCcti It') -, .. •-- _... AITLICA1* 1ON'APPI( OVEDIIY Illdg:_...... __ Initial K Ihlu) 4,'u,Qr3Ct tr/A-,Cnt IS V,!r:nna,ly Known tv Mc w Produc.•d II) .... ...._ I;Iiliucs: Initial & Dalc) (Inrrlal , v D-4ic) (I,wU:II & Iko:c THIS INSTRUMENTPREPARED BY: Patricia L. Coulton D. R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D. R. Horton Inc. 6250 Hazeltine National Drive, Ste Orlando, Florida 32822 IElly) MARYAINME MORBE, CLERK OF CIRI(XIIT COURT BRINOLE COUNTY BK 04609 PSG 0616 CLERK' S # 2"003076110 RECORDED 05i07/2M W02o le FM RECORDING FEES 6.00 RECORDED BY M Malden NOTICE OF CON IMENCEMENT Prepare in duplicate) T) - 1613 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot( s) 1, 7, 12, 13 & 22 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 H: Address: Fax H: Contractor: D.R. Horton, Inc. Phon H: Fax H: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety ( if any): Address: Phone H: Amount of bond: $0.00 Fax H: Lcnder: Phom: H: Address: Fax H: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as Me: 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 Section713.13(I )(b), Florida Statutes: Name: Address: Ex iration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a differentdateisspecified): D. R. Horton, Inc. 0 by: o " L'wso'\1 nt Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ao 2003 by Robert A. Lawson1 Assistant Secretary of D.R. Horton, Inc., a e aware Corporation,poration. fie/She is personally Known to me. Notary Public, State and County Aforesaid IT' i'AL p 7 C1A CODUTON ORIDA NOTARY PUR11C STATE OF COMMISSION NOMYCOM'" U1.Y 26,2006 4p. ureNotarySealMXZ 2003 CERTIFIED Cppr MARYANNE MORSFMLNt)LE CCLERK OF OUryn.T COUP R11 COUNTY L* S[MlN(NL[ IMPACl' FEE STAT[M[}|T IS UED DY CITY OF SAHFUND OTA7EMEhT WJMPER 103-75437 DATE: D,UI|DlNG P[RMT. T i:.k COUNTY NUNDER: UHlT ADDRESS: IS a lNw[ IC 31.:: C: TkP: RNG: PARCEL: SUlWIVlClUN: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: OWN[' R ADDRE3S: - - -__'-/'' |_/ L~ ___--_____- ,.___-__`/X__________ APPLICANT NAME: ADDRESS: LAND E BEKEFIT RA7E FEE UNIT RATE PER R & TYPE TOTAL DU[ 7Y\`[ DIST SCHEDULE DESC. UNIT OF UNITS UADS ARTERIALS CO -WIDE U dwl unit 705.00 1 $ 05.00 ROAD") COLLECTORS NORTH O dwl unit 142.00 1 $ 142.00 LIDRAKY CO -WIDE O dwl unit 54.00 1 $ 54.00 MC\ 40CLS CO -WIDE O dwl unit 1,Z84.00 1 $ 1,J84.00 AMOUNT DUE 2,285.00 CFlV[ 0 l// | (\ Q DY: SIGNATURE: T-----------... i] HAS[ PRINT HAM[) NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWH8Z AND NSUK[ TIM[LY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *&Qf DISlRIEQTION: 1-[[UN7Y 3-CITY 2A11[` LICA1-01[ 4.COU114Y ANUTE$:'. P[ kCUN ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH N1E DUE AND PAYABLE PRIOR TO ISEUPhCE OF A BUILDING PERMIT, P[ RSOX AR[ AlSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWwR, VO APPEAL WE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL ( SCHOOL) IMPACT FEES MUST BE EKEKCISE0 BY FILING A WRI7TEN REOUEST WITHIN 45 CALENDAR DAYS OF THE RE[ElVIHG SlGNATUK[ DATE ABOVE, BUT NOT LATER THIN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. 7FE REO[E6T FOR REVIEW MUST MEET THE PEPUIREMFHT3 0: T|([ COUNTY DEVELOPMENT COD[. COPIES OF THE RULES GOVERNING AvPEA''f; MhY BE PICKED UP, OR REDUESTED, FROM TIE PLAN IVPLEMENTATION OF[IC[: 1101 LAOT FIRST STR[ET, SANFORD, FLORIDA 32771; (407) 665-7474. Y\ YXENT ElALLLD PE MADE TO: CI7Y 3F SAKFURD UIil/ 1M(i l[|`Ak'(H[Nl AH| lN D. |L J2771 AYNENT E6UULD BE BY CHECK [R MONEY ORDER, AND SHOULD R[FD1[H1X;: U|[ !; TATLF)NT UUM-LR A` -ID CITY BUILDING PERMIT NUMBER AT 7% TOP m\ lS SThT[MENT IS VALID ONLY IN COX7UNCTIO!-.1 WITH FOMILY BUILAtEG. PERM ITSAI* q fl.f|* 7 / P Permit No.: Q3- I CITY OF SANFORD PERMIT APPLICATION Date: r Job Address: —J Q_ CU-%SC*2 Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Bprinkler Description of Work JFQJ Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service (0 of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines 34k'A- I a r yko" Occupancy Type: Residential _Commercial _ Industrial Total Sq Ftg:---2-, Value of Work: S Type of Construction: lbW- C- L Flood Zone: Number of Stories: 2 Number of Dwellias Units: Parcel No.: (Attach Proof of Ownership & Legal Description) Contact Person: + ecuu-co Phone & Fax Number. Title Holder (If other than Owner): rJ A - Address: . Bonding'Company: K-) A Address: Mortgage Lender. tJ PSI fM-1 Architect/Engineer A .E5• Address: 4131 tJS Z Phone No.: AD-f'/I 4-- (at7-k'75 Fax No.. 40- -q-44 - Aal8 Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or LWallation 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 1WROVEMENTS 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 pernut, there may beadditional 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 gmernmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permitis verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Qom---- Signathre of Owner/Agent Date Sigma of Contractor gent Date of NdtarvsState of Florida yr r.-. - - - PATRICIA COULTO NOTARYCmISSIONNO. DDATF OF1331LORIDA rroenAt5510N FyP. L 26,200E Owner/ Agent is Personally Known to Me or Produced ID Print of NOIARPATRICIA COULTON L — Y PUBLIC SPATE OF FLORIDA COMMISSION NO. DD134330 MY CO,bIMLSSION EXPIULY 26_7. Date Contractor/ Agent is V Personally Knoa,er of tik orProducedID APPLICATION APPROVED BY: y g 5 Date: i —,32 Special Conditions: r, CZTX OF SANFO R RI SIDENTIAL BUILDING PERMIT BUILDING DIvISION SUBMITTAL EQZJ MENTS F I Two (2) recent boundary and building location surveys showing setbacksli' a for permit for structures (not fences) from all structures to property O P 2 Two (2) complete sets of constructiol design drawings drawn to scale, Complete sets to include: a. Foundation plan indicating foo eat Uflrforfcplaccmcnt. walls. Provide side view details of these footers with reinforc O b. Floor plan Indicating Interior mall pinrtitlons and room identification, a`d/or opening sizes, smoke detector, room dimensions, door, window; locatlon(s), lnndings, decks andlstalrs. Bathroom fixtures and distances from walls are to be shovn. Note the State of Floridn requirenjents for bnth door for complianceofHandicappedCode (F.S. 55,3, Part 5) rth and south. CASIt, west, no O C. floorF,levelevation evationonsof lheight exterior as per lCity; Engincering Department or ntsh floor subdivision plat. i ions, to be used In the structure. Bearing d, Cross sections of nil wall sect non-bearing Interandexterior. Show all components of wall section. e Framing plan for floor joists where conventionally framed. Plan to Indicate spnn, sizeandspeciesofmaterialstobeused. f, Engineered truss plan with details of bracing. Engineered beams for spneing openings to carry and support trusses. O 9. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. O h, Square footage table showing footagcs: S.F. Gnrngcs/Carports S. F. Porch(s)/Entry( s) Patios) Conditioned structure Total ( Gross Area) 3, Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structuretobebuiltonfill, a report may be requested by the Building Official or his representative. S. Other submittal Documents: n. Utility letter or approval when public wnter supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, FI (407) 665-3600- c. Arbor permit when trees to be removed from property. Contact the City Engineer fordetailsregardingthearborordinanceandpermit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUMDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORMA 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 UPOIIV COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical Ahd plumbing 3. Foundation elevatlon survey 4. Slab 5. Lintel- tic beatbs - columns- cells' 6. Rough electrical 7. Rough mechanical ± 8. Rough plumbing 9. Tub Set I 10. Framing 11. Tenant Separation / firewall ' ! 12. Insulation, walls and/or ceilings 13. Electrical final, mcchanleal final and plumbing final 14. Building final 15. Other DAT1; SIGNATURE K"— H%V— 13y Owner or Authorize Agent) APEX PEST CONTROE_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install: Contract Number PUCHASERS NAME AND ADDRESS City/State/zip lA, 1 3"Z2 ZZ sam, - con, Quarterly Payment Amount}C'r,J. First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result in the cancellation of this Warranty and Justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email Phone & Email IN'STALLATION ADDRESS: L I — b)va-S N SPECIAL OR ADDITIONAL COMMENTS N'OTIFICATION STICKER LOCATED: . DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will arrant 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 GOVERN .TRE 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: i. Install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 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, n n y 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 SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifiedpropertysubjecttothetermsandconditionsofthisagreementforSafi' W ,+, e:, er quarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the aren(s) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensatlon or leaks from the roof or otherwise Into, onto, or underthearen(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyinginsectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. FnilueeofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparngrnph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANNTES OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY. Customer expressly walves and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)it Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)it Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any -allergy orsensitivityconcerningodors, dust, pollen, respiratory Illness, or other condition that maybe activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS neral terms and conditions are hereby made part of this contract andByspecificreferencehereto, the Customer understands that the ge apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All componentsoftheSentricon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of theComponents, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2 On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized disposition. by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disp 3, If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite prbtection or discontinuing the reiationship(note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) give the Customer credit for service paid for but not yet received (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different.form of termite protection, agree on use of a different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and-_(S)retrieve, or advise DowElanco•or its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)cither agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identifled herein as of the date of the Initial Installation. Prior to; (I)the Structure(s) being structurally modifled, altered, or otherwise changed or; (2) to any termitlelde being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or suppliesoccurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additlonal services because of any alteration, addition, or other such event, may be provided. by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work Is performed except those damages resulting from gross negligence on the part of Apex. 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 all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay ail 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 1, held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change in applicable law as it pertains to the services promised herein, Apex reserved the right t( 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 fulfillin; Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, sttike! embargoes, tires, floods, hurricanes, storms, quarantine restrictions, or any other net of God or circumstances beyond the control of Ape) Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not b responsible for; (I)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alteration: 3)tcrmite damage resulting from direct wood to soil contact; (4)furniture and contents; (S)areas of existing damage unless areas have bee repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunde Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures fc commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all tl 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 sec. T1 proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or i designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators w be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Indlvldual bns 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 w 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 relleved of any liability hereunder If Apex determines, In Its sole discretion, that It Is unable to prevent or stop further damage to Prope• 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 The Apex Corporate Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the identif Property for any purpose contemplated by this Agreement, Including but not limited to re -Inspection, whether the Inspection was reques by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After : Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a M transfer fee payable to Apex within thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813.221-2847 800-929-2847 888-764-2847 877-459-2847 Limited Power Of Attorney I hearby name and appoint: Craig Coulton anc each agent's of D.R. Horton Inc. To be my lawful attorney iin fact to act for me and ply The Building Dept. of: l ' I "1 0 Q,l wi For a residential permit for work to be performed at: Lot # : 1 -P- 2 Subdivision : 13a,16U-s Crass" Address: And to sign my name and do all things that afe necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number i — v Signature of Contractor This foregoing inst m nt was acknowledged before me this: Date: 4 t'24 Q j By: Richard B. Ladd ( ContractorWhoispersonallynontome. State of Filorida County cif Oranges—;, 4 otary Public Sig OFFICIAL OTA SAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSIO EXP. ly Y 26,2C06 Nufary a D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT #j, SUBDIVISION: BAKERS CROSSING ADDRESS 51(,o MUM `JANFC BUILDING APPLICATION POWER OF ATTORNEY Z2 SETS OF SEALED PLANS 2 PLOT PLANS zi3_9R v_ 32--N3 l SETS OF ENERGY CALCS MANUAL 1/ DUCT LAYOUT c/ ATTACHED TO THE PLANS Z"2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM ems' NOTICE OF COMMENCEMENT APPEx CONTRACT Drlv6ujQj m,- k v.v JAN 14-01 J P.O. Box 2847 SANFORD, FL, 32772 I'HONI•: 11 (4U7) 330-5630 APPLICATION FOR U'1'I1.,I'l'Y SIsItVICp I-AX 11 (407) 328-7367 A('('()IJN'I (I:U1,1, Nn,MtE) N:\l\-11: [-lei' SFRVICI•: ADDU.-SS JI (D,- i`1.III.INc; AI)I RI:SS(o2—L- -_L' L r;uP4loz- 3245 I'UIZN ON I)A'!'I: SINGLE FAMILY RESIDENCE J MULTI -FAMILY RESIDENCE ir( OwrAG e-nt l_ COMMERCIAL E , .. Covt CzC = t0. 'ovl}n VVORKii 4D-3- F,,G-:T-c1 IOC SOCIAL SECURITY# HOME# OWNER OF PROPERTY DR. k(--'r r\.' I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. IAGREETOFOLLOWALLCITYRULESFORUTILITYSERVICEANDTOPAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANS PROVIDE PRnPFQ in ST WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY ALLOUTSTANDINGCHARGES. I AM ALSO RE IN THE HOME FOR DAMAC,F IUNDER SIGNED; BLE- FOR MAKING SU THE SERVICE IS ES ED BY WATER FAUCI NON- PAYMENT OF N DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL_ FAUCETS ARE TURNED THE CITY IS NOT LIABLE TS LEFT ON. HILL STOP SERVICE DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR 0ATI. PLOT PLAN DESCRIPTION: (AS FURNISHED) A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNS-iIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGI1Vrl4T THE THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60 PAGES 27 THROUGH 29; ; ;-NCE RUN N00'25'30"E A DISTANCE OF 60.00 FEET; THENCE RUN S89'34'30"E A DISTANCE OF 110.00 FEET; THE^/'-E RUN S 00'25'30"W A DISTANCE OF 60.00 FEET; THENCE RUN N89'34'30"W A DISTANCE OF 110.00 TO THE POINT OF IEGINNING, CONTAINING 0.15 ACRES t. LOT 1 CONTAINS 6600 SOUARE FEET t THIS STRUCTURE CONTAINS 2107 SOUARE FEET t TOTAL CONCRETE 523 SO. FT. t TOTAL SOD 3970 SO. FT, t 1" = 30' GRAPHIC SCALE 0 15 30 POINT OF BEGINNING NORTHWEST CORNER OF LOT 25. BAKERS CROSSING PHASE 1. PLAT BOOK 60, PAGES 27-29. BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 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. PROPOSED LOT 2 III I N W I1 y9 LnosIQ 14 110.90' S89'34'30' E CL oo 01 30.2' I I ' Z 53.0' T— i N W 0 m PROPOSED Q V) MODEL 2879 O O- W w I FINISHED FLOOR.`.O r a ELEVATION=47.5 N O Z 0,O~ a'rI ;. 23 O i w O F— O o CV OOOmJ O CL o moo. 62.33' n' — 25.5) G+ O O I Q p W d2.3^ O WY o Z I a I S V) Q 22.2' moo; I ... 8.0' I Q mS3.0' i Z L---o o' ON O s, 110.00 N89-34'30' W b50- a I O IL LOT 25 F rj R ,jLA-2 , L- ATIO Nt hVBAKERSCROSSING1^ PLAT BOON 60. PAGES 2 - 1 AEO p SSt NROAD OF ADJACENT APPOTHERWISE 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS 15 NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 1 AS BEING N89'34'30" W PER PLAT. FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY: WRM JOB NO. ASM39879 REVISED: REVISE PATIO 2-27-03 JML DRAWN BY: 'PLOT PLAN 02-03-03 JML LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB RIGHT OF WAY LINE POL PCC X% PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW pD C CONCRETE a L LB LAND SURVEYING BUSINESS C,B, LS LAI TO SURVEYOR PC PR PEFMANENT REFERENCE MONUMENT PI PCP PEFMANENT CONTROL POINT PRC P) PEP PLAT PT M) ME11SURED IYP CALC) CALCULATED A/C FND FOUND COW C/W CONCRETE WALK RP S/w SIDEWALK R CP CONCRETE PAD CS PB PU0 BOOK C PCs PA -;ES R/W NG NATURAL CRADE ORB SO. FT. SOIIARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUIHORIZAIION NUMBER LBp6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOI ES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY I YPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUSCONCRETE SLAB CHORD LENGTH RIGHT—OF—WAY OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERCROU14D IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOV44. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR FIRMAAJ3M WILLIAM R. M SCATELLO JR. P Ma492 DATE A FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879 409 MA Builder: DR HORTON Address: Permitting Office: City, State:t t-iti t,' Permit Number: Owner: Jurisdiction Number: Climate Zone: Central I. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. oor types a. Slab -On -Grade Edge Insulation C b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling ypes a. Under AtCtc b. NP. c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit I 4 _ b. N/A No _ 2872 ft2 c. N/A 319.0 ft2 _ 13. Heating systems 0.0 W _ a. Electric Heat Pump 0.0 ft, 0.0 ft' b. N/A Cap: 60.0 kBtu/hr _ SEER: 12.05 Cap: 60.0 kBtu/hr _ HSPF: 8.25 R=5.0, 173.0(p) ft _ c. N/A _ R=1 1.0, 460.0ft' _ 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons _ R=3.0, 876.0 ft2 _ EF: 0.86 _ R=11.0, 785.0 ft2 _ b. N/A _ R=11.0, 622.0 ft' c. Conservation credits _ HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2091.0 ft' _ 1.5. HVAC credits PT, CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 320.0 ft _ MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33937 PASSTotalbasepoints: 38807 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:S DATE: 03.02 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE:- Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code, Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB Q.2) CHE S?q O. t, FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details l 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 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, 1=xterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 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 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 1 As -Built Total: 633.0 4656.1 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge@/FlaRES'20C 1 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 613131.1 Total Summer Points X System Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier _ Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGaugel" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Point 18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent ' 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 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 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 173.0(p) 1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p 2.40 415.2 Raised 460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 1 As -Built Total: 633.0 412.8 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2C01 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7758.4 0.6274 4867.6 10832.4 10832.4 1.000 1.00 1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGauge'" DCA Form 60OA-2001 EnergyGaugeO/FIaRES'20o1 FLRCSB Q.2 FORM 60OA-2001 WATER HEATING & CODE- COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 23683 4868 10.256 38807 1 18544 4898 10495 33937 I PASS 4VOF CHE ST,1 EO tal Nit r EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole o- sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame flours where a continuous infiltration barrier is installed that is sealed to the perimeter, penetr.-.fions 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 pe.ietrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3.... Exhaust fans vented to oitdoors, 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 efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessib,e manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeO/FlaRES'20)1 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLA`.t' CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 1. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 60.0 kBtu/Itr 3. Number of units, if multi -family 1 SEER: 12.05 _ 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2872 ft2 c. N/A 7. Glass area & type a. Clear - single pane 319.0 ft2 13. Heating systems b. Clear - double pane 0.0 ft2 a. Electric Heat Pump Cap: 60.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 HSPF: 8.25 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Eloor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft c. N/A b. Raised Wood, Adjacent R=1 1.0, 460.Oft2 c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 876.0 ft2 EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 785.0 ft2 b. N/A c. Frame, Wood, Adjacent R=1 1.0, 622.0 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, 2091.0 112 1.5. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 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) S7- in this home before final inspection. Otherwise, a new EPL Display Card will be completed OFTttE y _ ; , 0 based on installed Code compliant features. VO Builder Signature: \"" Date: Address of New Home: L.L City/FL .Zip: r. , - ''' t . _, O l c0D we J NOTE: The home's estimated energy performance score is only avai,able through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (o,- 86 for a US EPA/DOE EnergyStarT°'designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wxnv fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EncrgyGaugeO (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY H Entire House DEL AIR HEATING,AIR C:ONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project Infirmation For: DR HORTON Notes: Design Inf rmation Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 40970 Btuh Structure 35571 Btuh Ventilation air 0 Cfm Ventilation 1485 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 40970 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 36315 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Internal gains 1150 Btuh Ventilation 2212 Btuh Heating Cooling Infiltration 4526 Btuh Area (ftz) 2872 2872 Total latent equip. load 7888 Btuh Volume (f:3) 22976 22976 Air changes/hour 0.70 0.40 Total equipment load 44203 Btuh Equiv. AVF (cfm) 269 153 Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.4 HSPF 0 Btuh @ 47°F 0 OF 0 cfm 0.000 cfm/Btuh Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.0 EER 40600 Btuh 17400 Btuh 58000 Btuh 1933 cfm 0.054 cfm/Btuh 82 % SoWtalic values have been manually overridden Printout certified by ACCA to meet all rE:quirements of Manual J 7th Ed. wr1ghtsoft Right -Suite Residentiall"5.0.64 RSR26015 2002-Feb-28 13:29:06 AOA' E:1Filesldrhorton1287912879REVD.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D w I Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 ft3 x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x 269 cfm x 32 °F Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 ft3 x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 °F Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/Ib moist.diff. x 153 cfm = 4526 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 'F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads = 37056 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 36315 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 7888 Btuh Construction Quality is: a No. of Fireplaces is: 0 BoWtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential" 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCK E:\Filesldrhorton1287912879REVD.rsr Page 1 RIGHT-J WINDOW DATA 5 DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 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 LIV/DIN/FOY a n nw a C n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a C n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b C n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC: SITTING RM a n sw a C n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a C n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER EIEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a C n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a C n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRNI2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b C n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 wrightsoft Right -Suite Residential"' 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA E:TilesWrhorton1287912879REVD.rsr Page 1 a n sw b c n 0 d 1 a n se b c n 0 d 1 IF BEDRM 4 1 90 1.0 1.0 1.0 5.0 47.4 15.0 BEDRM 3 1 90 1.0 1.0 5.0 5.0 47.4 15.0 1.9 Nut wrightsoft Right -Suite Residential" 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA E:\Files\drhorion\2879\2879REVO.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDI!TIONING,R 109COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-9:7 MANUAL J: rin La. 1 Name of room Entire House LIV/C,IN/FOY LAUNDRY RM WIC 2 Length of exposed wall 314.5 It61.5 ft 11.0 It19.0 ft 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 It 13.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 fti heal/cool d 8.0 f: heal/cool 8.0 ftheat/cool 8.0 It heal/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg ft') Htg I Clg Ill) Htg Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 1028 284 0 88 Exposed b 12C 2.9 1.9 1000 64 0 0 walls and c 13C 3.2 1.2 552 144 88 64 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0. 0 0.0 0 0 0 0 6 Windows and a 1C 37.0 264 9757 71 2624 0 0 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 If 0.0 0 0- 0 0 0 0 0 0 7 Windows and North 27.6 9 261 0 0 0 0 0 0 glass doors NE/NW 51.4 88 4525 48 2259 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/ SW 54.3 220 11927 23 1090 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horc 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 862 3972 1.775 229 1055 472 0 0 0 88 406 181 exposed b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0 walls and c 13C 3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75 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 2134 3619 4750 420 712 935 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0 Note: room b 196 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 355 9454 30391 91 2424 779 18 479 154 01 0 0 13 Subtotal loss=6+8..+11+12 37246 8592 1184 856 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10% 3725 10% 859 10°/ 118 10°/ 86 15 Total loss = 13+14 40970 9451 1302 942 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 32337 6052 1065 256 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 3234 10°/ 605 10% 107 10% 26 19 Total RSH gain=(17+18)'PLF 1.00 35571 1.00 6657 1.00 1172 1.00 282 20 Air required (cfm) 0 1933 0 362 0 64 0 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right - Suite Residential"' 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA E:\Files\drhorton\2879\2879REVD.rsr Page 1 RIGHT-J WORKSHEET M Entire House DEL AIR HEATING,AIR CONDIITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-9.7 MANUAL J: /ln LO. 1 Name of room SITTING RM MAS FER BATH MASTER BEDRM MASTER HALL BATH 2 Length of exposed wall 10.0 It 11.0 It 13.0 ft 0.0 ft 3 Room dimensions 10.0 x 10.0 It 10.0 x 11.0 ft 13.0 x 21.0 ft 6.0 x 5.0 It 4 Ceiings Condit. Option 8.0 It heat/cool 8.0 ft heat/cool 8.0 ftheat/cool 8.0 h heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg I Clg ft') Htg Clg 111) Htg Clg 5 Gross a 14B 4.6 2.1 80 88 104 0 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0. 0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 16 591 10 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0- 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/ SW 54.3 16 758 16 758 16 758 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 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 228 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.61 8.6 16 426 137 16 426 137 16 426 137 0 0 0 13 Subtotal loss=6+8..+11+12 1444 1494 1594 0 Less extemal heating 0 0 0 0 Less transfer 0 0 14 Duct loss 10 °/ 144 10 °/ 149 10°/ 159 10 °/ 0 15 Total loss = 13+14 1588 1643 1753 0 16 Int. gains: People @ 300 0 0 0 0 1 300 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1027 1044 1377 0 Less extemal cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 103 10°/ 104 10°/ 138 10°/ 0 19 Total RSH gain=(17+18)'PLF 1.00 1130 1.00 1148 1.00 1514 1.00 0 20 Air required (cfm) 0 61 0 62 0 82 0 0 Printout certified by ACCA to meet all rE:quirements of Manual J 7th Ed. Right - Suite Residentiall"5.0.64 RSR26015 2002-Feb-28 13:29:06 E: Tilestdrhortont2879t2879REVD.rsr Page 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: fin La. 1 Name of room FAMILY RM KITC-1EN BEDRM 2 UP BATH RM 2 Length of exposed wall 36.0 ft 12.0 ft 28.0 It 11.0 it 3 Room dimensions 17.0 x 19.0 It 12.0 x 17.0 ft 16.0 x 12.0 It 11.0 x 13.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 f1 heat/cool 8.0 ftheat/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 ft') Htg Clg ft') Htg Clg ft') Htg Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 288 96 •' ' 0 '•" 0 Exposed b 12C 2.9 1.9 64 0 •• • 96 0 walls and c 13C 3.2 1.2 0 0 " • 128 88 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 0 f0. 0 0.0 0 0 .... 0 0 6 Windows and a 1C 37.0 0 0 10 370 15 554 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 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 27.6 0 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 10 394 0 0 0 0 ENV E0.0 0 0 0 0 0•"' 0 0 0 SE/ SW 54.3 53 2512 0 0 15 711 0 0 South 0.0 0 0 0 0 0 0 0 0 Harz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103 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 2.2 323 548 719 204 346 454 192 326 427 143 243 318 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 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) t 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.61 8.6 53 1411 454 10 266 86 15 399 128 0 01 0 13 Subtotal loss=6+8••+11+12 5658 1536 1916 520 Less external heating 0 0 0 0 Less transfer 0 0 0 10% 52 15 Total loss = 13+14 6223 1689 2108 572 16 Int. gains: People @ 300 4 1200 0 0 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 5493 2311 1574 421 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Dud gain 10°/ 549 10°/ 231 10°/ 157 10% 42 19 Total RSH gain=(17+18)'PLF 1.10 6043 1.00 2542 1.00 1731 1.00 463 20 Air required (cfm) 0 328 0 138 0 94 0 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wreghtsOft Right -Suite Residential^' 5.0.64 RSR26015 2002-Feb-28 13:29:06 A-- 0k E:\Files\drhorton\2879\2879REVD.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-9,7 MANUAL J: (in to. 1 Name of room ACTIVITY RM BEDRM 4 BEDRM 3 2 Length of exposed wall 59.0 ft 15.0 ft 28.0 ft 3 Room dimensions 25.5 x 20.0 ft 15.0 x 10.0 ft 16.0 x 12.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Cig ft') Htg Clg ft') Htg Clg ft') Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 0 "•• 0 •••• Exposed b 12C 2.9 1.9 4320 120 "" 224 walls and c 13C 3.2 1.2 40 0 " ' 0 "'• partitions d 0.0 0.0 0 0 •• 0 •••• e 0.0 0.0 0 0 .... 0 f0.0 0.0 0 0 .... 0 6 Windows and a 1C 37.0 90 3326 15 554 15 554 glass doors b 8C 37.0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 d0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f0.0 0 0 0 0 1. 0 0 7 Windows and North 27.6 8 222 2 39 0 0 glass doors NE/NW 51.4 30 1872 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 54.3 52 4006 13 621 15 711 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406 walls and c 13C 3.2 1.2 40 126 47 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 2.2 510 865 1135 150 254 334 192 326 427 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 Floars a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.6 8.6 90 2397 770 15 399 128 15 399 128 13 Subtotal loss=6+8..+11+12 9062 1511 1881 Less extemal heating 0 0 0 Less transfer 0 0 0 14 Duct loss too906 10°/ 151 10°/ 188 15 Total loss = 13+14 9968 1662 2070 16 Int. gains: People @ 300 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 8718 1326 1673 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 10°/ 872 10 133 10% 167 19 Total RSH gain=(17+18)'PLF 1.00 9590 1.00 1459 1.00 1840 20 Air required (cfm) 0 521 0 79 0 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wraJ"tsOTt Right -Suite Residential'" 5.0.64 RSR26015 2002-Feb-2813:29:06 ACC -A, E:1Filesklrhorton12879t2879REVD.rsr Page 4 7' bath duct to roof cap fan Must have a rininun Clearance of Inches around the alr handler per the State Ererpy Code. All duCt has an r=6 Insutatbn value. th duct of C.p C SLAB MIN WALL Z O CD Cn 2 \ Q` 0 t Cu S Co \ 0 G1 Cu OD Ca Rating Zo r N m w > Z Z p W : J Q I'- coQ J O Z) Q CY MCLJ(n00 MiTek MiTek Industries Inc. 14515 North Outer forty Drive, Suite M CIIWOM, MO 0017 USA March 14, 2003 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4525257 thru I4525286. Total : 30 drawings. Job :DR2879A.P Builder D.R. HORTON Location :BAKERS CROSSING, LOT 1 County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161.. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 30 Truss drawing. 2) Truss Index. March 14, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSUTPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR2879AP Trusses included=30 0,"\DR2879AP\a.tre" 14525257 1,"\DR2879AP\a1l.tre" 14525258 2,"\DR2879AP\a7.tre" 14525259 3,"\DR2879AP\a9.tre" 14525260 4,*\DR2879AP\agab.tre" 14525261 5,"\DR2879AP\b1.tre" 14525262 6,"\DR2879AP\bgab,tre" 14525263 7,"\DR2879AP\bgab2.tre" 14525264 8,"\DR2879AP\c.tre" 14525265 9,"\DR2879AP\cgab.tre" 14525266 10,"\DR2879AP\d.tre" 14525267 11,"\DR2879AP\dgab.tre" 14525268 12,"\DR2879AP\dgab2.tre" 14525269 13,"\DR2879AP\e.tre" 14525270 14,"\DR2879AP\e1.tre" 14525271 15,"\DR2879AP\fl9.tre" 14525272 16,"\DR2879AP\f22.tre" 14525273 17,"\DR2879AP\f22a.tre" 14525274 18,"\DR2879AP\f23.tre" 14525275 19,"\DR2879AP\fg.tre" 14525276 20,"\DR2879AP\j.tre" 14525277 21,"\DR2879AP\k.tre" 14525278 22,"\DR2879AP\k1.tre" 14525279 23,"\DR2879AP\1ire" 14525280 24,"\DR2879AP\11.tre" 14525281 25,"\DR2879AP\m.tre" 14525282 26,"\DR2879AP\m1.tre" 14525283 27,"\DR2879AP\p.tre" 14525284 28,"\DR2879AP\pgab.tre" 14525285 29,"\DR2879AP\s.tre" 14525286 No. 4.5161 Or STATE OF February 25, 2003 AWARMNO - Ver(jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tow use only w"h MRek connectors. This design is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and 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 Iesponslblllty of the erector. Additional permanent btacing of the overall structure is the to sponslblllty of the building designer. For general guidance regarding fabrication, quality control storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and BRate BracingRecommendationavailablefromTrussInstitute, 583 D'Onotrb Drive, Madison, WI5371 G. symb s PLATE LOCATION AND ORIENTATION 1 3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of o truss and vertical web. ll- This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® 40\Ge ere sav(Wy Nocts Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at'/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Mc. FORM018,019 MMRO.A/RO Job russ russtype ty y ELEP%PC) 14525257 DR2879A 1A ROOF TRUSS 19 1 I C6ob Reference to tional) ATC UGW s Febe r e n ustries, nc. onFeb 240 age 6-0-12 11-7-0 17-1-4 23-2-01 1-0-0 6-0-12 5.6.4 5-6-4 6-0-12 Scale = 1:41.3 4x8 = 4 6.00 Fi2 2x4 \\ 2x4 3 5 6 2 gd' 3x4 = 8 7 3x4 = 3x4 = 5x6 = 7-10-13 15-°-3 23.2-0 i 1 7-10-13 7-4.5 7.10-13 P ate Offsets -0-0-3-0 LOADING (psf) SPACING 2-0.0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Ven:(LL) -0.07 8 >999 M1120 249/190 TCDL ' 7.0 Lumber Increase 1.33 BC 0.47 Vert (TL) -0.18 7.8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Hor::(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TO' CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOr CHORD Rigid ceiling directly applied or 7-6-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1078/0.1-8. 2 = 1 169/0-4-0 Max Horz 2 = 1671load case 4) Max Uplift6=-4830oad case 5), 2=-561(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4-5=-1485, 5-6=-1713 BOT CHORD 2-8 = 1507, 7-8 = 1037, 6-7 = 1525 WEBS 3-8=-351, 4-8=529, 4-7=546, 5-7=-367 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 6 and 561 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 5 11 i 1 MiTek Industies. Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. J16634 A WARNINO - VerVy design parameters and READ NOTES ON THIS AND RE VERSE FIDE BEFORE USE. ® Design valid for use only with MITek connectors. This design is based only upon parameters •drown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation cl component is responslblBty of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional fempotaty btaclrlg to Insure stability during construction is the responslblllty of the erector. Additional permanent btbcing of the overall structute is the responslbBlty of the building designer. For general guidance regarding tobticatlon, quality control, storage, delivery, election and bracing, consult OST-88 QualMy Standard, DSB-89 Bracing Specification, and HIB-91 Handling Instolllna and Bracing Recommendation available from Truss Plate Institute, 583 D'onoldo DrNe. Madison, WI53719. MiTek® symb s PLATE LOCATION AND ORIENTATION 11/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mfiek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE HUnnbcq ngD SySftnn J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORM018,019 HYpQQ,41p® tGq end S&Wy moots Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. 0 4. Unless otherwise noted, locate chord splices 0 at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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 4o camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job rus trussType Oty ly 14525258 DR2879AP All ROOF TRUSS 1 1 Job Reference to tionall eb--6-203 MiTek Industries, nc. on a age 2:24 5-9-4 11-0-0 112-24) 17-4-12 1 _ 23-2-0 r 1-0-0 59-4 5-2-12 1-2-C 5.2-12 5.94 Scale = 1:45.9 4x6 = lx6 = 4 5 6.00 12 3<-- 3x4 3 6 no_ 7 2 4P uIg 3x6 = 11 10 9 8 3x6 = 2x4 II 3x4 = ;tx6 = 2x4 11 5-9-4 11-0-0 12-2-1:_ 17-4-12 23.2-0 i 5-9-4 52-12 1-2-0 52-12 5.9.4 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Ver•:(LL) 0.08 10-11 >999 M1120 249/190 TCDL '7.0 Lumber Increase 1.33 BC 0.42 Ver"(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Hor.f(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/deft = 480 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-5-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1071 /0-4-0, 2 = 1 16710-4-0 Max Horz 2 = 161(load case 4) Max Uplift 7 = -474(load case 5), 2=-557(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1919, 3-4=-1341, 4-5=-1124, 5-6=-1342, 6-7=-19::3 BOT CHORD 2-11 = 1624, 10-1 1 = 1624, 9-10 = 1124, 8-9 = 1638, 7-8 = 1638 WEBS 3-11 =132, 3-10=-579, 4-10=336, 5.9=340, 6-9=-595, 6-8=141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 7 and 557 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 C ert. # 6634 A WARJ%7NO - VerM destyn parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. tiiiiiiie Design valid tot use only with MITek conneclots. This design Is based only upon parameters shown, and is lot on Individual building component to be InslaBed and boded vertically. Applicability of design parameters and proper Incotpotatlon of component Is tesponslblltty of building designet - not puss designet. Btocing shown Is lot latetal support of Individual web members only. Additional tenrporaty btocing to Insure stability dutlng construction Is the tesponsItailty of the erector. Additional permanent btbcing of the ovetall structure Is the te•.:ponsiblllty of the building designer. Fot genetal guidance tegatding labticatbn, quality control, storage, delivery, erection and bracing, consult OST-68 Quality Standard, DSB-a0 Bracing Specification, and HIB-91 M iTek® HandlingInstallinqandBracingRecommendationavailablehornTrussPlateInstitute, 593 D'Onottb Dtive, Madison, WI53719. symbds PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate v plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. mumbwhg S'Y'Osm J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. WWI ANG(ar and S&Wy Hafts Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Irtc. FORM018,019 GANG -NAIL @ MMRO.A/R® Job rus I russ type ty P y 8 /9 A t:—EV. WTPaR-C 14525259 DR2879AP A7 ROOF TRUSS 1 1 Job Reference toptional) CD=S - GVV6O6-FL,TIM S. 00 s Feb 6 2003 MiTekIndustries, Inc. Mon e 24 09: '55 6 age ram{ 3-9-4 7.0.0 11-7-0 16.2-0 19-4-12 23-2-0 1 1-0-0 3-9-4 3-2.12 4-7-0 4.7-0 3-2-12 3.9-4 Scale = 1:41.0 5x8 = 3x6 II 5x8 = 4 5 6 6.00 12 2x4 2x4 i 3 7 0 A 8 2 1 qqd 3x8 = 11 10 9 3x8 = 3x4 = 5x8 = 3x4 = 7-" 11.7-0 16-2-0 { 23-2-0 i 7-M 4-7-0 4.7-0 7-0-0 ate sets Y)- -1-1 , =2- 2T,i8:0=1 0=0=61-Fl :0-4-0, LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.25 10 >999 M1120 249/190 TCDL 17.0 Lumber Increase 1.33 BC 0.92 Verr(TL) -0.28 10-11 >992 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horc(TL) 0.11 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Well = 480 Weight: 121 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-1-6 oc purlins. 4.6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8 = 2140/0-4-0, 2 = 2231 /0-4-0 Max Horz 2 = 135(load case 4) Max Uplift8=-1472(load case 5), 2=-1568(load case 4) FORCES (lb) - First -Load Case Only TOP CHORD 1-2= 17, 2-3=-4117, 3-4=-3944, 4.5=-4197, 5-6=-4197, 6-7=-394.4, 7-8=-4117 BOT CHORD 2-11 =3630, 10-11 =3575, 9-10=3575, 8-9=3630 WEBS 3-11 =-100, 4-11 =812, 4-10=784, 5-10=-767, 6-10=784, 6-9=813, 7-9=-100 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1472 lb uplift at joint 8 and 1568 lb uplift at joint 2. 5) Girder carries hip end with 7-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.2Ib down and 528.O1b up at 16-2-0, and 603.21b down and 528.Olb up at 7-0-0 on bottom chord. Design for unspecified corinection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-6=-154.2, 6-8=-74.0, 2-11=-20.0, 9-11=-41.7, 8-9=-20.0 Concentrated Loads (Ib) Vert: 11=-603.2 9=-603.2 Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert. p 6634 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE t4IDE BEFORE USE. Design valid for use only with MITek connectors. This design b based only upon parameters Blown, and is for an Indlvlduol building component to be Inslolled and boded vertically. Applicability of design parameters and proper Incorporation cf component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional terr porory bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO-89 Bracing Specification, and NIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute. 593 D'Onorrb Drive. Madison, WI53719. symb s PLATE LOCATION AND ORIENTATION al r1'i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„y 0 Q For 4 x 2 orientation, locate 0 plates IA" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Humbwhg SY08M J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® 0 , FORM018.019 GkArJG-NAJL (3) OfMRO,AZR0 ANBenerd sav(Wy Hafts Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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 toad deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Irtc. CLIP Job I russ Truss Type ty y 79—A ECED.WTPOR'CH 14525260 DR2879AP A9 ROOF TRUSS 1 1 Job Reference (optional) NGW6O F TfM 5.000 s Feb 6 2003 MiTekIndustries, Inc. Mon Feb 24 U9:25:57 2003 Pag—e-i-- 4-94 9-0-0 14-2-0 1 18.4.12 { 23.2-0 i1-1-0-0 { 1 1 1-0-0 4.9-4 4-2-12 5-2-0 4-2-12 4-9-4 Scale = 1:41.1 4x6 = 4x6 = 4 5 6.00 12 2x4 2x4 3 6 c d 0 7 2 IT 3x6 = 9 8 3x6 = 3x4 = 5x6 = 9-" 14-2-0 23.2-0 i { 0 5.2-11 9-0-0 Plate offsets 8 O- - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.24 7-8 >999 M1120 249/190 TCDL '7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.38 7-8 >723 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 101 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TCP CHORD Sheathed or 4-5-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BCT CHORD Rigid ceiling directly applied or 7-5-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1071 /0-4-0, 2 = 1 167/0-4-0 Max Horz 2 = 138(load case 4) Max Uplift 7 = -453(load case 5), 2=-536(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1880, 3-4=-1545, 4-5=-1328, 5-6=-1547, 6-7=-1893 BOT CHORD 2-9 = 1621, 8-9 = 1328, 7-8 = 1637 WEBS 3-9=-341, 4-9=299, 5-8=310, 6-8=-360 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL = 1 .2t3 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 453 lb uplift at joint 7 and 536 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.X451 MiTek Industies, Inc. 14515 North Outer Forty Or Suite 300 Chesterfield, MO, 63017 C ert. k 6634 A WARNING - Ver{fy deafen panamrten and READ NOTES ONTB73 AND REVERSE SIDE BEFORE USE. Design valid for use only with Mfiek 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 M component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional ter)porary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the iesponsibiity of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consufi OST-88 Quality Standard, 058.89 Bracing Specification, and HIB-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss file Institute, W D'Onclrb Drive, Madison, WI53719. syC1 bds PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate v plates 1 /8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE H umbeTh • sysftm J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N ISG(qn wCo l. S&Wy doffs Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at r14 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 MiTek® engineer. IS. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Irtc. CLIP HYDRO -AIR O Job rus Truss Type ty Y hl-E. PORCH 14525261 DR2879AP AGAB ROOF TRUSS 1 1 Job Reference (optional) P--AN Tf CONGW0 W, FL, T( s Feb 6 20U3 MiTekIndustries,Flon Feb 24 09:25:5u 2003 Page 1-0-0 6-0-12 11-7-0 17.1-4 23-2-0 r 1-0-0 6-0-12 5-6-4 5-6-4 6-0-12 Scale = 1:41.3 4s6 = 4 6.00 FIT 3 5 6 2, Ig 3x4 = 8 7 3x4 = 3x4 = 5x6 = 7.10.13 15-3-3 + 23-2-0 I 7.10-13 7-5 7-10-13 Plate Offsets : 4-0-2-0,0_0-9F17:0— -3- f22-a-0-0 0=01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Veit(LL) -0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Veit(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Hoiz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-6-14 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1078/0-1-8, 2 = 1 169/0-4-0 Max Harz 2 = 167(load case 4) Max Uplift6 = -483fload case 5). 2=-561(load case 4) FORCES (Ib) - First -Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4-5=-1485, 5-6=-1713 BOT CHORD 2-8 = 1507, 7-8 =1037, 6-7 = 1525 WEBS 3-8=-351, 4-8=529, 4-7=546, 5-7=-367 NOTES " 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 6 and 561 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.k451 MiTek Industics, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert./f6634 A WARNING - VerM design pararnetere 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. AppllcobWty of design parameters and proper Incorporation of component is iesponsdbiilty 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 tesponslblllty of the erector. Additional permanent bracing of the overall structure is the tesponslbllBy of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-Bo Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onclrlo Drive, Madison, WI5371 V. 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. A„ 0 L7"'*For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of o 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 Humbwhg sysfom J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® A`@ FORM018,019 GLANG-MAIL (V HYDRO,AIIRO 4COcane al sav(Wy Naas Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Irtc. CLIP Job Truss Type ty Y PORCR 14525262 DR2879AP B1 MONO SCISSOR 25 1 Job Reference toptional) FL, TIM 5.000 s Feb 6 zuo3l MiTekIndustries, Inc. Mon Feb 24 09:25:59 2003— age 5.9-12 i 11-2-2 { 16.10-0 1-0-0 5-9-12 5.4.6 5-7-14 3x4= 5x8 5- w/wedge Scale: 1/4•=1' 5 6 16 6.00 12 d 2x4 II 4 5x6 i m 3 7 2x4 11 adp 8 v 3x6 2 9 3.00 F12 10 5x6 3x4 5-9-12 11-2-2 16-10-0 16-11-10 5-9-12 5-4-6 5-7.14 0-1-10 Plate Offsets 370 3:0,"-O-f5:6=3-3;Edgel-f9:0=3 0 0=3 01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Verl(LL) 0.11 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.65 Hoiz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 480 Weight: 89 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BCT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 REACTIONS (lb/size) 5=873/0-3-8, 2=872/0-8-0 Max Horz 2=617(load case 4) Max Uplift 5 = -577(load case 4), 2=-336(1oad case 4) FORCES IIb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5-6=-23, 5.7=55 BOT CHORD 2-9 = 1737, 8-9 = 1734, 7-8 =-0 WEBS 3-9 = 109, 3-8 =-747, 4-8 =-399, 5-8 = 1355 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; o..cupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 577 lb uplift at joint 5 and 336 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.#6634 own AWARNINO - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design is based only upon patometets shown, and is tot on Indtviduol building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotpotatbn of component is tesponsibillty of building deslgnet - not buss designet. Bracing shown is for lateral support of IndtvUual web members only. Additional tempotaty btacing to Insure stability duiing consttuctlon is the tesponslblllly of the erector. Additional petmonent brbcing of the ovefoll structure is the fesponslblifty of the building deslgnet. Foi general guidance tegafding fabticollon, quality control, stotoge, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Spectficatlon, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available ftom Tfuss Plate Institute, 583 D'Onaftlo DtNe, Madison, Wl53719. symb s 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. A„ 0 QLj"'*For 0 4 x 2 orientation, locate v plates 1/8" from outside edge of o truss and vertical web. r 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. mumbwhg syOem J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko FORM018.019 Benerd sav(Wy mofts Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP HYDRO -AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber 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. L Job russ Truss Type ty y 14525263 DR2879AP BGAB MONO SCISSOR 1 1 Job Reference (optional) ACCO AfJ- AL; TFff1A sFebMiTek n ustrles, nc. on Feb 24 6$-26•.00-7663 age 1-1-0-01 5-9-12 1 11-2-2 16-10-0 1-0-0 5-9-12 5-4-6 5.7.14 3x4= 5x8 -:7 w/wedge Scale: 1/4"=1• 5 2x4 II 600 2 e 2x4 11 2x4 II 2x4 4 2x4 11 5x6 us 2x4 11 3 7 2x4 11 2x4 11 2x4 2r 2x4 II 2x4 11 e a 3x8 2 92x4 II 3.00 F12 1 2x4 11 0 5x6 3x4 5-9-12 1 11-2-2 I 16-10-0 16-Al-10 5-9-12 5.4.6 5.7-14 0-1-10 Plate Offsets -Fd a [9:0-3-0,iY-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(ILL) 0.11 9 >999 M1120 249/190 TCDL ' 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 107 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. GOT CHORD 2 X 4 SYP No.2D BUT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 5=873/0-3.8, 2=872/0.8-0 Max Horz 2=617(load case 4) Max Uplift 5 = -577(load case 4), 2=-336(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5-6 =-23, 5-7 = 55 BOT CHORD 2-9 =1737, 8-9 =1734, 7-8 = -0 WEBS 3-9 = 109, 3-8 =-747, 4-8 =-399, 5-8 = 1355 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable studs spaced at 2-0-0 oc. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 577 Ib uplift at joint 5 and 336 Ib uplift at joint 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Junaidie Budiman, 11 i MiTek Industics, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert. #6634 Room A WARNING - Ver M design paranseters 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 on Ind Nlaual building component to be Installed and boded vertically. ApppcabBtty 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 contlot storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-80 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 693 D'Onottb Drive, Madison, WI 53719. symbds PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 a"4* For 4 x 2 orientation, locate 0 0 plates 1/8" from outside edge of o truss and vertical web, r- This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTOTHE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FOR M016.01 V WISC/DILHR 870040-N, 930013-N, 910080-N AR(anard sav(Wy Haas Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. MiTek® PANTM a"" — L MYDRO,A/R CLIP EL 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. To-b rus Truss Type ty Py 8/9 ELE. W/ P6R-C 14525264 DR2879AP BGAB2 ROOF TRUSS 1 1 Job Reference toptional) AGCU-'SP-AN-.TF LORGWC s FebI e n ustries, Inc. Mon Feb 24U9:26012003 Page 5. 10.8 1 _ 11.2.8 1 16- 10-0 1- 0-0 5-10-8 5-I-0 5-7-8 2x4 11 Scale = 1:51.1 11 2x4 II 2x4 II 10 6. 00661 2x4II72x4 \\ 2x4 II 6 5 5x6 i 4 2420 2 II3 i1 0 3x4 = 19 18 17 15 15 14 13 12 2x4 II 2x4 11 2x4 II 3x4 = 2x4 11 2x4 II 5x6 = 3x6 = r 8. 6.8 16-10-0 8- 6-8 8-3-8 Plate Offsets - -0,0=3-OTF, 3 3--0.0- -01 LOADING ( psf) SPACING 2-0-0 CSI DELL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Verl(LL) 0.06 18-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vefl(TL) -0.07 13-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.02 12 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TCP CHORD Sheathed or 5-9-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BCT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 11-12, 8-12 OTHERS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 22, 23 REACTIONS ( lb/size) 12=764/0-1-8, 2=877/0-8-0 Max Harz 2=602(load case 4) Max Uplift 12 =-542(load case 4), 2=-351(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-1210, 3-4=-1136, 4.5=-1034, 5-6=-872, 6-7=-827, 7-8=-795, 8-9=-111, 9-10=-38, 10- 11 =41, 11-12=-124 BOT CHORD 2-19=992, 18-19=990, 17-18=990, 16-17=990, 15-16=526, 14-15=526, 13.14=526, 12-13=526 WEBS b-24=-383, 16-24=-417, 16-23=354, 22-23=424, 8-22=542, 8-21 =-736, 20-21 =-722, 12-20=-737, 10- 20 = -94, 13-20 =-72, 9-21 = 27, 14-21 = 7, 15-22 = 129, 7-23 = -7ri, 6-24 = 6, 17-24 = 53, 4.18 = 90, 3- 19 =-56 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.:,3 plate grip DOL= 1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 542 Ib uplift at joint 12 and 351 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at join-(s) 12. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 1451 5 North Outer Forty Or t Suite 300 Chesterfield, MO, 63017 Cert. J16634 A WARNING - VerVy design parninetery and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mllek connectors. This design If based only upon parameters shown, and b for an Individual building component to be Installed and loaded vedicolly. Applicability of design parameters and proper Incorporation of component b 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 constructlon Is the responslblllty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance iegarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HID-91 MiTek® HandlingInstalllnaandBracingRecommendationavailablehornTrussPlateInstitute. 593 D'Onofilo Drive, Madison, Wl53719. symbds PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates I/e" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE' The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM018.019 WISC/DILHR 870040-N, 930013-N, 910080-N ANGenw(d SatWy mo s Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. MiTek® PANEL TM CLIP HMRO,A/R 01) 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. 61 Job Truss I russ I ype Oty P y 2$79—A ELEO—.W!POR 14525265 DR2879AP C ROOF TRUSS 1 1 Job Reference to tional) s e 00 r e n ustnes, nc. on Feb 24 09:26:02-2003 Page 1-0-0 5-2.4 9-10-0 14-5-12 19.8-0 20.8-0 I11 1-0-0 5-2-4 4-7-12 4-7-12 5.2.4 1-" Scale = 1:36.0 4x6 = 4 B.00 12 2x4 2x4 i 5 3 6 2 it V7Ig 3x4 = 8 3x4 = 5x8 = 9-10-0 19.8-0 9-10-0 9.10-0 Plate 0ffsets =bl LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL ;;0.0 Plates Increase 1.33 TC 0.36 Vert(LL) -0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 480 Weight: 88 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TCP CHORD Sheathed or 5-4-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BCT CHORD Rigid ceiling directly applied or 7-9-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 100010-4.0, 6 = 1000/0-4-0 Max Horz 2 = 137(load case 4) Max Uplift 2=-48611oad case 4), 6=-486(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8 = 1204, 6-8 = 1204 WEBS 3-8=-360, 4-8=531, 5-8=-360 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.;3 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 486 lb uplift at joint 2 and 486 lb uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman. Lic.>1451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert. N6634 WARNING - VerVy design pamnseters and READ NOTES ON TIHS AND REVERSE SIDE BEFORE USE. son® Design valid lot use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. AppBcobMy of design patameters and proper Incotpotatlon of component is tesponslblilty of building designer - not puss designet. Brocing shown is for lateral support of Individual web members only. Additional ten.porary btacing to Insure stability during conshuctlon is the responslblllty of the erector. Additional permanent bibcing of the ovetall structure is the retponslblllty of the building designer. For general guidance regarding fobtloatlon, quality control, storage, dellvety, election and bracing, consult OST-88 Quality Standard, DSB-8g Bracing Specification, and HIB-91 MiTek® HandlingInstalllnqandBracingBecommendatlonavailableIsomTrussRateInstitute, 593 D'Ono'tlo Drlve. Madison, WI53719. 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. A,. 17-17 0 a¢ 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb. r 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 Numbeving SY08M J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 AsSen v(d s av(Wy Hafts Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko PANEL TM 0 CLIP FORM016,019 MYDRO,AIR0 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, IrTc. o rus Truss Type ty y A ELEO-wTPORC 14525266 DR2879AP CGAB ROOF TRUSS 1 1 Job Reference to tionall t. sFebr e Industries, nc. on Feb 24 09:26:03 2003 Pag—e—T- 1-0-0 5-2-4 9-10-0 14-5.12 1 19-8-0 , 2 i 1-0-0 5-2-4 4-7-12 4-7-12 5.2.4 1-0-0 Scale = 1:36.0 4x6 = 4 2x4 III 2x4 11 6.00 Fl2 IT 2x4 -Z: 2x4 i 2x4 11 3 5 2x4 11 2x4 11 x II 2x4 II x II 0 2 II x II 6 1 7 ]g 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 8 3x4 = 3x4 = 5x8 = 9.10-0 19-" 9-10-0 9-10-0 Plate 0 sets : 18 0 d 0-0=3=01 0=0-0,0-0=01-9:=0 0 Oi C 60=0 '0-0- T :0=6 0=001-C22:0=0 0, 01 23:0-0-0-0=0=0T[2 0-0=0 0 01, 125:0-0-0,0-0-01,126:0.0.0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DE1=L in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Verl(LL) -0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Hoiz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 480 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TCP CHORD Sheathed or 5-2-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BCT CHORD Rigid ceiling directly applied or 7-8-9 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1005/0-4-0, 6=997/0-1-8 Max Horz 2 = 137(load case 4) Max I,Iplift2=-487(load case 4), 6=-482(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1371, 3-4=-1002, 4-5=-1002, 5-6=-1383, 6.7=17 BOT CHORD 2-8 = 1214, 6-8 =1230 WEBS -3-8 =-360, 4.8 = 540, 5-8 =-378 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.23 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 487 lb uplift at joint 2 and 482 lb uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic.x451 MiTek Induslies, Inc. 14515 North Outer Forty Or 1 Suite 300 Chesterfield, MO, 63017 Cert. N6634 AWARNINO - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. mil® Design valid tot use only with Mfiek 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 lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bilScing of the overall structure is the terponslbllity of the building designer. For general guidance regarding fabrication, quality control stotage, delivery, erection and bracing, consult OST-BB Quality Standard, DS9-89 Bracing Specification, and HIS-91 MiTek® Handling Instolllnq and Bracing Recommendation available from Truss Plate Institute, $83 D'Ono'tlo Drive, Madison, WI53719. symbals PLATE LOCATION AND ORIENTATION 1 % *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ ,A„ 0 Q For 4 x 2 orientation, locate 0 plates 1 /8" from outside edge of ao truss and vertical web. This symbol indicates the required direction of slots in connector plates. mumbwhg sysftm J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922oeo" SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke FORM018.019 AsGanev(d sav(Wy moots Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. TM PANEL CLIP E-MAIL O HYDRO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss russ ype ty y 2 PO CH I 14525267 DR2879AP jD SCISSORS 1 1 Imo[Gf1GVMD TIM Job Reference to tional) SP s e t o n ustrres, nc. onFebageCUq7 1-0-0 3-10-11 7-4.0 10-9-s 1 14-3-0 1 I 1-" 3-10-11 3-5-5 3-5-5 3-5-11 Scale = 1:28.1 4x6 = 4 6.00 F12 2x4 = 2x4 = 5 3 7 5x8 = 6 T 2 i1 Ia 3.00 rl2 3x4 5x6 Z- 3x8 ll 7.4-0 14-3-0 7-4-0 6-11-0 Plate Offsets 671217/-3;0-0-91, 16:0-1-15,1-2-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.69 Vert(LL) -0.07 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.17 6.7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.08 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 64 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TCP CHORD Sheathed or 5-0-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BCT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 658/0-8-0, 2 = 761 /0-8-0 Max Horz 2 = 1 15(load case 4) Max Uplift6 = -293(load case 5), 2=-383(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1606, 3-4=-1265, 4-5=-1265, 5-6=-1606 BOT CHORD 2-7 = 1427, 6-7 = 1427 WEBS-4-7=853, 3.7=-253, 5.7=-253 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.":3 plate grip DOL= 1.33. 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 lb uplift at joint 6 and 383 lb uplift at joint 2. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 6. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 MiTek Industies, Inc. 14515 North Outer Forty Or Suite 300 Chesterfield, MO, 63017 Cert. k6634 A WARNING - VerVY design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. 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 teriporary 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, deiivefy, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specificatlon, and MIS-91 MiTek® Handling Installing and Bracing Recommendation avollable from Truss Plate Institute. 583 D'Oncfrb Drive, Madison, WI53719. symbol PLATE LOCATION AND ORIENTATION V/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. mumbevhg sysftm J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M11 MiTek® FORM018,019 ANG(anard Sooty moots Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. PAPINEL TM CLIP HMRO,A/RO 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss Type ty y 79 14525268 DR2879AP DGAB ROOF TRUSS 1 1 Job Reference (optional) 0 .. sFebfull e n ustrles, Inc. ones age 1-0-0 7-4-0 14-6-0 1.0-0 7.4-0 7.4-0 Scale = 126.9 US = 3 2x4 11 2x4 11 6.00 12 2x4 11 2x4 11 4 2 Li ITo 2x4 11 2x4 11 5 2x4 11 2x4 11 3x4 — 2x4 I I 3x4 = 7-4-0 14.6-0 7-4-0 7-4-0 Plate sets ,0=0=01 11:0=0, -011 1 2:0-0,0 0]713:0-0 0 -01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.81 Vert(LL) -0.02 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 4-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 65 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=671/0-1-8, 2=774/0-8-0 Max Horz 2 = 1 1911oad case 4) Max Uplift4 = -301 (load case 5), 2=-388(load case 4) FORCES (lb) - Firsi Load Case Only TOP CHORD 1-2=17, 2-3=-731, 3-4=-725 BOT CHORD 2-5 = 646, 4-5 = 646 WEBS 3-5 = 143 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCOL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.13 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 301 lb uplift at joint 4 and 388 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.N451 MiTek Industies, Inc. 14515 North Outer Forty Or Suite 300 Chesterfield, MO, 63017 Cert.1/6634 A WARN7NO - Vef-W design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MITek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and boded vertically. Applicability of design patameters and propel Incoipotatbn of component is iesponslblltty of building designer - not huss designet. Bracing shown is lot lateral support of Individual web membets only. Additional temporary btocing to Insure stability duiing construction is the responsibility of the erector. Additional permanent brbcdng of the ovetaB stiuciute is the ie:ponslblllty of the building designer. For general guidance tegaiding labticatbn, quality control, storage, delivery, erection and bracing, consult OST-68 Quality Standard, DSB•a0 Bracing Specification, and HIS-91 MiTek® Handling Installlnq and Bracing Recommendation available Isom Truss Plate Institute, 563 D'Onotrb Dttve, Madison, WI 53719. symb s PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate v plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. mumb vhg sy0em J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4010" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® Isgenevd sav(Wy H (We's Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FOR M018.01 V MMRO,A/R Job rruss Truss Type ty y V A PORCH 14525269 DR2879AP DGAB2 MONO VAULT 1 1 Job Reference (o tional) AOWO06- !-, s e r e n ustrie Mon Feb age i -1-0-0i 14-f -0 1.0-0 14-E-0 2x4 II Scale = 1:44.5 a 6.00 Fl z zxa 11 2x4 II 5<6 2x4 II 2x4 II3 2x4 11 s wzxa 5x= 2xa I 2x 1 2 2x4 II 3 2x4 11 3x4 5 3.00 F12 3x4 zZ 7.6-0 14.8-0 i 7-6-0 7-2-0 Plate Offsets 3:0-2-$0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Veit(LL) 0.09 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Veit(TL) -0.18 2-6 >960 BCLL 0.0 Rep Stress Incr YES WB 0.60 Hoiz(TL) 0.08 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-5, 3-5 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=763/0.1-8, 5=680/0-1-8 Max Horz 2=5280oad case 4) Max Uplift2=-2980oad case 4), 5=-485(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1326, 3-4=-0, 4-5=-257 BOT CHORD 2-6 = 1208, 5-6 = 1 180 WEBS 3-6=724, 3-5=-1311 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.2.3 plate grip DOL= 1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable studs spaced at 2-0-0 oc. 4) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 2, 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 lb uplift at joint 2 and 485 lb uplift at joint 5. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 5. LOAD CASES) Standard Junaidie Budiman. Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. miiiiiii ® 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 baited vertically. Applicability of design parameters and proper Incorporation of component h 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 rep;ponslblllty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-BC Bracing Specification, and HIB-01 MiTek® Handling tnstalllnq and Brocing Recommendation available from Truss Rate Institute, 583 D'Onofrb Drive, Madison. WI5371 G. symbaN PLATE LOCATION AND ORIENTATION 11/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A., 17-1 0 Lj"'*For 0 4 x 2 orientation, locate v plates I/e" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. NumbeNng sysbm J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 87004G-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORM016,019 Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. O TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. o russ Truss Type ty y 79—A E:LI:V. W/ PORCH 14525270 DR2879AP E ROOF TRUSS 1 1 Job Reference (optional) c PA - sFebI e n ustrees, nc. on Feb 24 09:26:07 2003 age 1-M 4-2-0 _ 8.4-0 9-4-0 1f 1-0-0 4-2-0 4-2-0 1-0-0 Scale = 1:17.4 4x6 = 3 6.00 Fl2 4 2 5 Ia 6 2x4 11 2x4 = 2x4 = 4-2-0 8-4-0 4-2-0 4.2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.18 Vert(LL) -0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.01 6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 480 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0.0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=464/1-4-0, 4=464/1-4-0 Max Horz 2=-73(load case 5) Max Uplift 2 = -250(load case 4), 4=-250(load case 5) FORCES Ilb) - First Load Case Only TOP CHORD 1-2 = 17, 2-3 =-372, 3-4 =-372, 4-5 =17 BOT CHORD 2-6=326, 4-6=326 WEBS 3-6 = 77 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE'7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.Z.3 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 2 and 250 lb uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, Lic.X451 MiTek Industies, Inc. 14515 North Outer Forty Dr \ Suite 300 Chesterfield, MO, 63017 Cert. r6634 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. sins® Design valid lot use only with MITek connectors. This design is based only upon parameters shown, and is lot an individual building component to be Installed and loaded vertically. Applicability of design parametets and propel Incorpoeatlon of component is tesponsdbillty of building designee - not truss designee. Bracing shown is tot Marcel support of individual web members only. Additional temporary beocing to Insure stability dutlng consttuctlon is the tesponslblilly of the erector. Additional permanent bAecing of the overall structure is the re:ponslblilly of the building designee. foe genetal guidance eegarding tabeloatlon, qualffy control, stologe, delivery, erection and brocing, consult OST-88 Quality Standard, DSB-89 BrockV Spectllcatlon, and HIB-91 MiTek® Handling Installing and Broclng Recommendallon ovallobte team Truss Plate Institute, 583 D'Onotelo Delve. Madison, WI53710. symaos PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate 0 plates 1 /8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Humb dng sysftm J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 4USe ev(d SafWy moots Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,019 HMRO,AIR® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and Installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply 2879 A ELEV. W/ PORCH 14525271 DR2879AP E1 ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Feb 25 12:48:55 2003 Page 1 1.0-0 4-2-0 1 7.0.0 1-0-0 4-2-0 2-10-0 44 = 3 stale • 1:16.4 6.00 F12 4 2 tI6 d 2.4 = 2.4 II 54 = 4x12 II 6 5 4-2-0 1 7-0-0 17-3-8 4-2-0 2-10-0 0-3-8 Plate Offsets X,Y : 14:0-3-2 0-0-101 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Veit(LL) -0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Veit(TL) -0.03 1 >396 BCLL 0.0 Rep Stress Incr YES WB 0.03 Holz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 8 SYP No.2ND 1-9-8 REACTIONS (lb/size) 4=319/0-3-8.2=416/0-1-8 Max Herz 2=84(load case 4) Max Uplift4=-134(load case 5), 2=-230(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-368, 3-4=-375 BOT CHORD 2-6=260, 5-6=260, 4-5=260 WEBS 3-6=84 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 4 and 230 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr t Suite 300 Chesterfield, MO, 63017 Cert. p6634 A WARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSE 4(DE BEFORE USE. Nam® Design valid for use only with Mfiek connectors. This design is based only upon parameters shown, and is tot an individual building component to be Installed and bailed 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 tentporaty bracing to Insure stablllty during condtuctlan is the tesponslblllty of the erector. Additional permanent btbcing of the overall structure is the Ie::ponslblilty of the building designer. Fot general guidance regarding tabrlcatlan, quality control, storage, dellvery, election and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onottla DtNe, Madison, Wl53719. Byrn bds 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. All 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of 0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® FORM018,019 ANO(en va0 S&Wy mofts Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, O TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ russ ype ty Ply 287 A—ECED T PORCH 14525276 DR2879AP FG ROOF TRUSS 1 2 Job Reference to tional) t. sFebI e industries, nc. on Feb 24 09:26:14 2003 P-ag-eT__ 3-9-7 7-3-6 10-9-5 12-9-6 1 16-5.7 1 20-5-0 i f 1 3-9-7 3-5.15 3-515 2-0-1 3-8-1 3.11-9 Scale = 1:34.1 2x4' I I 7x8 = 7x8 = 6x6 '= 6x6 = 8x8 = 4x6 = 1 2 3 4 5 6 7 13 12 9 8 3x6 = 3x4 = 4x6 = 7x3 = 5x6 = 3x4 = 2x4 11 3-9-7 7-3.6 10-9-0 10#5 12-9-0 1272-6 16-57 1 20.5-0 f 3.9.7 3-5-15 3-5.10 0-0-1.- 1.11.11 0-0-6 3-8-1 3-11-9 Plate Offsets 70-4-0-0=d-81-C10:0-2- 0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEI=L in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Veit(LL) 0.05 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Veit(TL) -0.06 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.91 Hoiz(TL) 0.02 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 480 Weight: 278 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6.0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-14 2 X 6 SYP No.2ND, 7-8 2 X 6 SYP No.2ND REACTIONS (lb/size) 14=4388/0-3-0, 8 = 2999/0-3-0, 10 = 3841 /0-3-0. 11 = 6986/0-3-8 (input: 0-3-0) Max Horz 14=-151(load case 2) Max Uplift 14 = -2786(load case 2), 8=-1893(load case 2), 10=-2415(Ioad case 2), 11=-4427(load case 3) FORCES Ub) - First Load Case Only TOP CHORD 1-14=-1588, 1-2=0, 2-3=-3747, 3-4=-3144, 4-5=1705, 5-6=1069, 6-7=-1843, 7-8=-2962 BOT CHORD 13-14=3747, 12-13=3144, 11-12=-1705, 10-11=-1069, 9-10=1843, 8-9=0 WEBS 2-14=-4657, 2-13=-382, 3-13=754, 3-12=-3572, 4-12=6065, 4-11=-6098, 5-11=-1048, 5-10=-1701, 6-10=-3580, 6-9=-1222, 7-9=2253 NOTES 1) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2786 lb uplift at joint 14, 1893 lb uplift at joint 8, 2415 lb uplift at joint 10 and 4427 lb uplift at joint 11 . 6) Girder carries tie-in span(s): 23-2-0 from 0-0-0 to 20-5-0; 17-0-0 from 0-0-0 to 20-5-0 LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-7=-892.6, 8-14=-20.0 Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert. # 6634 AWARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Ind Nklual building component to be Installed and loaded vertically. ApplIcablitty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for latetal support of Individual web members only. Additional terlporary bracing to Insure stabBlty during construction is the responslbilily of the erector. Additional permanent bracing of the overall structure is the tesponsibBily of the building designer. For general guidance regarding fabrication, quality control, sloiage, delivery, etection and bracing, consult OST-aa Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onclrio Drive, Madison, Wl53719. symb s PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. mumbevhg SyOsm J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORM018.019 ACScanard S&Wy Haft's Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. O TM PANEL CLIP MWRO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 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 rus trusstype ty Y 879ELL . PURCH 14525277 DR2879AP J ROOF TRUSS 6 1 Job Reference (optional) 000 s Feb 6 2003 MiTekIndustries, Inc.. on Feb 24 09:26:14 2003 Page 1-0-0 7-0 0 3 Scale = 1:20.5 6.00 Fl2 2 1 4 2x4 = 7.0-0 7-" LOADING (psf) SPACING 2-0-0 CSI DEI-L in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vett(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Veit(TL) -0.25 1 >58 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoiz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 St LC ILL Min I/defl = 480 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) 3 = 242/Mechanical, 2=418/0-4-0, 4 = 68/Mechanical Max Horz 2 = 248(load case 5) Max Uplift 3 = -260(load case 5), 2=-137(load case 4) FORCES IIb) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; o;cupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withs-anding 260 lb uplift at joint 3 and 137 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.k451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. k6634 A WARMING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 1DesignvalidlotuseonlywithMITekconnectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. ApplIcablBty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of IndlvMuol web members only. Additional tenrpotary bracing to Insure stability during construction is the tesponslblllty of the erector. Additional permanent brbcing of the overall structure is the re:;ponslbllity of the bullding designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-BB Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation ovalloble from Truss Insiltute, 583 D'Onotrla Drive, Madison, WI53719. Plate MiTek® 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. A., T 0 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. mumbwMG) SyOem J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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 ce continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® O TM PANEL CLIP FORM016,019 anruG L W MYDQD,AiR@ 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I russ russ ype ty y I ELE TPURCA 14525278 DR2879AP K ROOF TRUSS 3 1 Job Reference toptional) CCi15 Q _ OAGQU66 FL, TIM —E.00osFebi ek Industries, Inc. Mon eb 2 age Scale: 3/4'=1' 6.00 Fl2 2 1 4 2x4 = 5-0-0 i 5-0-0 LOADING (psf) SPACING 2-0-0 CST DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 VeWLL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.09 1 > 171 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoiz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 480 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TCP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BCT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 165/Mechanical, 2=327/0-4-0, 4 = 48/Mechanical Max Horz 2 = 18011oad case 5) Max Uplift3=-183(load case 5), 2=-125(load case 4) FORCES Ilb) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-96 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1-13 plate grip DOL = 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 3 and 125 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industics, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Loom Cen. /J6634 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be lnstolled and loaded vertically. Applicability of design parameters and proper Incorporation of component Is tesponslblBty 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 btbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding labrk:ation, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, OSB-87 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate institute, 5S3 D'Onchlo Drive, Madison, WI53719. Humbeftg sy0em A\Genwd saftw (facts PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t% * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 c other. o J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz - , a; QX joint and embed fully. Avoid knots and wane plates/a" from outside edge of O a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at 14 length(+ 6" fromc, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of 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!Tek® engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. CLIP FORM018,019 RO,AZRO Job I russ russ I ype Qty y 2879A V. W/ P P 14525279 DR2879AP K1 ROOF TRUSS 1 1 Job Reference (optional) ZC - 'NnWO-OUFL, TIM b.000 s Feb 6 2003 Pri e n ustries, Inc. Mon —Feb 24 0 age 5-0-) 5.0-) 2 Scale = 1:15.7 6.00 F12 1 3 2x4 = 5-0-C i 5-0-C LOADING (psf) SPACING 2-0.0 CSI DELL in (loc) I/defl PLATES GRIP TOLL 30.0 Plates Increase 1.33 TO 0Vert(LL) n/a - n/a M1120 249/190 TOOL 7.0 Lumber Increase 1.33 BC 0Vert(TL) 0.03 1.3 > 999 BOLL - 0.0 Rep Stress Incr YES WB 0Horz(TL) 0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix)71st LC LL Min I/defl = 480 Weight: 16 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) 1 = 224/0-4-0, 2 = 177/Mechanical, 3 = 48/Mechanical Max Horz 1 = 169(load case 5) Max Uplift =-73(load case 5), 2=•185(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TOOL =4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.:3 plate grip DOL= 1.33. 2) Refer to girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 1 and 185 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.1/6634 A WAIMNO - VerVy design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. Design void tot use only with Mfiek connectots. lhb design If based only upon parameten shown, and Is tot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorpotatlon of component Is responsibility of building deslgnei - not truss designer. Btocing shown b tot loteral support of Individual web members only. Additional tentpotary Waring to Insure stability duiing constiuctlon If the iesponslblllty of the eteetor. Additional petmonent bNcing of the overall structure Is the te:;ponslbBlty of the building cdeslgnet. Fot genetol guidance iegaiding tabrloatlon, quality control, storage, delivery, erection and bracing, consult OST-BB Quality Standard, DSB•89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommon datlon available horn Russ Plate Institute, 593 D'Onottlo DtNe. Madison, WI 53719. MiTek® symbds PLATE LOCATION AND ORIENTATION 1 3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 17-71 0 a"'*For 0 4 x 2 orientation, locate plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. mumbwhg sy'Oem J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nall Jolnt/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. ztgsr end sav(Wy H (We's Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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. MiTeko 0 TM PANEL CLIP FORM018,019 GLAMo-NAM (9 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 16. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I russ Truss Type ty Y 8 /9 AELL . W/ POFiCH 14525280 DR2879AP 'L ROOF TRUSS 3 1 Job Reference to tionall ON-GWO.O FL, TIM E sFeb0 r e c n ustnes, nc. Mon Feb 24 0 age 1-0-0 I 3-0-0 1.0.0 3-0-0 Sete = 1:10.3 6.00 12 2 1 4 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Verl(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Veit(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hot,z(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 11 lb LUMBER BRACING TO'? CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 82/Mechanical, 2 = 242/0-4-0, 4 = 28/Mechanical Max Horz 2 = 1 13(load case 5) Max Uplift3 = -1 05(load case 5), 2=-119(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 34, 2-3 = 30 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.k451 1 MiTek Induslies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cart. /16634 A WARNING - Verj jy design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. this design is based only upon parameters shown, and is lot on individual building component to be Installed and loaded vertically. Applicability of design potameters and proper Incorporatlon of component is responsibility of building deslgnet - not truss designet. Bracing shown is for Metal support of Individual web members only. Additional temporary bracing to Insure stability during consttuctlon Is the tesponsiblllly of the erector. Additional permanent brbcing of the overall shuclure is the re:ponslbBity of the building designer. For genetal guidance tegatding tabticallon, quality control, stotage, delivery, erection and bfocing, consult OST-BB Quality Standard, DSB-BO Bracing Speclticatlon, and HIB-91 Handling Installing and Bracing Recommendation available from Iltuss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. M iTek® symb s PLATE LOCATION AND ORIENTATION 1 3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of o 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. mumbeThu) sy0sm J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 1 e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 V1iISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® FORM018,019 JGGnwcfl safty moots Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. O TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber 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. o b rus 1r.sStype City y ESTSA ELEV. V. PORCH 14525281 DR2879AP - L1 ROOF TRUSS 1 1 Job Reference to tional) C` ,. s e 6 I e n ustrles, nc. on Feb 24 09:26:18 003 Page 3-0-0 3-0.0 Scale = 1:10.3 6.00 Fl2 1 3 I-2— 3-0-0 3-04- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Velt(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOIz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 10 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) 1 = 130/0-4-0, 2 = 103/Mechanical, 3 = 28/Mechanical Max Horz 1 = 10211oad case 5) Max Uplift =-40(load case 5), 2=-1100oad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 39 BOT CHORD 1.3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; or:cupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.;13 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 110 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 61 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 A 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 on individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation cf component is responsibility at building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional terr porary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbrcdng of the overall structure is the retponslblllty 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 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'OnoWo Drive, Madison, W153719. MiTek® symbaf s 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. A„ 0 a: 0 For 4 x 2 orientation, locate v plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. mumbwhg sy'Oem J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. ZtGanard sav(Wy Haft's Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1A panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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, 4922401 0 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® 0 TM PANEL CLIP FORM016.019 an ua-way ® fMRO,AZRO 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 toad deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I russ Truss Type ty y 79 A ELLV. W/ PORCH 14525282 DR2879AP I M ROOF TRUSS 3 1 Job Reference (optional) C- _ s Feb 6 2003 ITi e n ustrles, Inc. Mon Feb 24 U 2003 Page 3 i 1-0-0 1-0-0 Scale = 1:5.9 6.00 Fl2 2 4 1-0-0 _ 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEVIL 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 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/defl = 480 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 =-1 1 /Mechanical, 2 = 173/0-4-0, 4 = 10/Mechanical Max Horz 2=60(load case 4) Max Uplift 3 = -27(load case 5), 2=-127(load case 4) Max Grav 3 = 26(load case 4), 2 = 173(load case 1), 4 = 10(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 33, 2-3 =-40 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.:.3 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 127 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. # 6634 A 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 Installed and lorded 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 responsdblllty 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, delNety, election and bracing, consult OST-6B Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available Isom Truss Plate Institute, 5B3 D'Onofrb Drive, Madison, WI53719. MiTek® symbds PLATE LOCATION AND ORIENTATION 11/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 0 plates 1 /8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Humb hg syOem J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. elsGen(STa0 S&Wy moots 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 a: joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® O TM PANEL CLIP FORM018.019 GLAWG-hLAIL W HYDRO,AZR0 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. o russ Truss Type ty I y 2879-1S-E1 14525283 DR2879AP • M1 ROOF TRUSS 1 1 Job Reference (o tional) VF 5 sFebi e Industries, onFebage 2 1-0-0 1-0-0 6.00 FI2 Scale = 1:5.9 1 0 3 1-0-0 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DELL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.01 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/defl = 480 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 45/0-4-0, 2 = 35/Mechanical, 3 = 10/Mechanical Max Horz 1=36(Ioad case 5) Max Uplifts=-13(load case 5), 2=-38(load case 5) FORCES Ilb) - First Load Case Only TOP CHORD 1-2 = 14 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1. it3 plate grip DOL= 1.33. 2) Refer to girger(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 38 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.11451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.A'6634 AWARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded verticolty. Applicability of design parameters and proper Incoiporatlon 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 responsibliny of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quoUty contiol, storaoe, delivery, erection and bracing, consult CST -OE Quality Standard, DSB-90 Bracing Spocificatlon, and NIB-91 Handllna Installlna and Bracing Recommendation avolloble from Truss Role Institute, 593 D'Onofrlo Drive, Madison, Wl53719. MiTek® symbds PLATE LOCATION AND ORIENTATION 1 3i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ ,A„ 0 For 4 x 2 orientation, locate 0 7: plates 1 /8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. mumbwhg sysftm J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N A\Gsnerd sav(Oy Haas Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeko engineer. 15. Care should be exercised in handling, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. 0 CLIP JL 0 fMRO.A/R 1. ', , 1 Job russ Truss Type ty y A—ELEV. WTPORC 14525284 DR2879AP ' P QUEENPOST 3 1 Job Reference to tional) P-A _ D; F T1 sFebt e n ustries, nc. on Feb 24 09:26:20 2003 Page r 1 4-3-4 _ 8-0-0 11-8-12 1 16.0.0 1 17-011 11- 0-0 4-3.4 3-8-12 3.8.12 4-3-4 1-0-0 Scale = 1:29.9 4x6 = 4 6. 00 12 2x4 2x4 i 5 3 6 2 c 7 Io 8 3x4 = 3x8 = 3x4 = 6- 0-0 16-0-0 i 8. 0.0 8-0.0 LOADING ( psf) SPACING 2-0-0 CST DELL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) -0.03 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.10 2-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 480 Weight: 72 lb LUMBER BRACING TO' P CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=824/0-8-0, 6=824/0-8-0 Max Horz 2 = 1 16(1oad case 4) Max Uplift2=-412(1oad case 4), 6=-412(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1.2 = 17, 2-3=-1040, 3-4 =-764, 4-5 =-764, 5-6=-1040, 6-7 = 17 BOT CHORD 2-$ = 909, 6-8 = 909 WEBS 3-8=-256, 4-8=396, 5-8=-256 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCU- 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.23 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 Ib uplift at joint 2 and 412 lb uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert. / f 6634 WOW QWARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. sinsuese Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation 0 component is tesponslblllty of building designer - not truss designer. Bracing shown is tot literal 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 re::ponsibBlty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® HandlinginstallingandBracingRecommendationavailablefromTrussPlateInstitute, 593 D'Onottb Drive, Madison, WI63719. symb s 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. A„ T 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of ao truss and vertical web. This symbol indicates the required direction of slots in connector plates. mumbevhg System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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 FORM018.019 O HYDRO,A/R es(eensrd SWWY Hafts Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job rus I russ Iype ty y 879 A L F . WTPORCH 14525285 DR2879AP ` PGAB QUEENPOST 1 1 Job Reference (optional) 5.000 s Febt e e n ustries, Inc. onnFeb 24 09:26:21-2 age 1.0.0 4-3-4 8.0.0 11-8-12 16-" 17:2 i 1 1 1-04) 43-4 3-8-12 i 3-8.12 4-3-4 1-0-0 Scale = 1:29.9 4x6 = 4 2xa 11 2x4 II 6.00 12 3x6 i 3x6 5 3 2x4 11 2x4 I I 0 x6 11 6 2 x I I Ia 2x4 11 2x4 11 2x4 11 8 2x4 11 2x4 11 2x4 11 3x4 = 3x8 = 3x4 = 8-0.0 r— 16-0-0 8-0-0 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (10C) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) -0.03 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.10 2-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 1 st LC ILL Min Udell = 480 Weight: 88 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 9-3-8 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=824/0-8-0, 6=824/0-8.0 Max Horz 2 = 1 16(load case 4) Max Uplift2=-412(Ioad case 4), 6=-412(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1040, 3-4=-764, 4-5=-764, 5-6=-1040, 6-7=17 BOT CHORD 2-8 = 909, 6-8 = 909 WEBS 3-8=-256, 4-8=396, 5-8=-256 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 2 and 412 Ib uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic.d451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARNINO - Ve jfy design pcLmwwten and RGAD NOTES oN Tnzs AND REVERSE SIDE BEFORE USE. riiiiiiis Design valid lot 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 tot lateral support of Individual web members only. Additional temporary bracing to Insure slablilty during construction is the responsibility of the erector. Additional permanent btbcing of the overall structure is the ie:ponsiblllty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, OSS-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recomm*ndaflon available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, Wl53719. symb s PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 L) plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018.019 mumbchg) sysftm J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR O osuva a p 86-93, 85-75, 91-28 TC B 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N MiTeke 0"RO,A%R ANGenerd Sa (Wy Hafts Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is 4o 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, Iqc. Jo¢ Truss Truss Type Oty, Ply 2879 A ELEV. W/ PORCH 14525286 DR2879AP S ROOFTRUSS 2 1 a optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Feb 25 12:49:38 2003 Page 1 1-54 5.2-5 I 9-10-13 r 1-5-0 5-2-5 4-8-7 ly$tale 1:20,2 a 4.24 12 3A s 3 1 2 Li 72.4 II 6 5 3.4 = 2K4 = 5.2-5 9-10-13 i 5-2-5 4.8.7 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.54 Vel(LL) 0.04 6-7 >999 M1120 249/190 TCDL • 7.0 Lumber Increase 1.33 BC 0.43 Vel(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Hoz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/dell = 480 Weight: 42 lb LUMBER BFACING TOP CHORD 2 X 4 SYP No.2D TCP CHORD Sheathed or 6-M oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-8-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=31 1 /Mechanical, 2=523/0-5-11, 5=429/Mechanical Max Horz2=324(load case 2) Max Uplift4=-343(load case 5), 2=-221(load case 2), 5=-177(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-942, 3-4=76 BOT CHORD 2-7=863, 6-7=863, 5-6=0 WEBS 3-7=166, 3-6=-941 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding F93 lb uplift at joint 4, 221 lb uplift at joint 2 and 177 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-2=-74.0 Trapezoidal Loads (plo Vert: 2=-4.4-to-4=-183.1, 2=0.0-to-5=-49.5 Junaidie Budiman, Lic.x451 MiTek Indusles, Inc. 14515 North Outer Forty Dr, 1 Suite 300 Chesterfield, MO, 63017 Cert.N6634 A WARNING - Ver Vy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. smassere Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation )I component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional teripotwy 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, OSS-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and &racing RecommendationovaBable, from Truss Plate Institute, 5a3 D'Onctilo Drive, Madison, Wl53719. symbds 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. A„ 0 Lt":C For 4 x 2 orientation, locate 0 czi plates 1/8" from outside edge of a0 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 40 11 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. mumbwhg) sysftm J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N MiTek Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. UnIess otherwise noted, locate chord splices 0 at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is fo 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 oiwG-wuL Q HMRO-AiR 1r.-in-n 16-0-0 B1 1 L1 J' Kl S B1 B1 Di----------- A 7 - ------------ B1 7 A B1 A11 B1 O A B1 O A B1 O A B1 I Lo A B1 A B1 A B1 A B1 0 A B1 - J A B1 ELII A B1 lii 0 A B iii I. A B1 iii A B1 A B1 A B1 Ili A B1 III A B1 iii A B1 HI A D AB 1 CGAB E 12-8-0 BRG. IN ENTRY L 1. y 8-4-0 i 8-0 _ E 5-8-0 19-8-0 V%1 A R N I N C- : ALL BEARING WALLS TO BE PLACED — J- L 1 PLY HGR. I C TI C E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I PRIOR TO SETTING TRUSSES.. A- v 2 PLY HGR. I ENIGNEERED DRAWINGS--LOADING--PITCH AND OVERHANGS WALLS SHOWN ARE TO BE BEARING.. Ta L 3 PLY HGR. SIGNED APPROVAL- X JOB NUMBER: DR2879AP DATE: 2-24-03 pITCH; 2 LOAD:HGLES CU SPAN CUSTOMER: D.R. HORTON / H: 16C BY. T.H JOB NAME: 2879 "A" ELEV. VI/ PORCH BRIG: BLOCK r 19-8-0 TRIM IT FLOOR SYSTEM IV1'P R N I N C-: ALL BEARING WALLS TO BE PLACED I _{ L 1 PLl' HGR. IN C TI C'E! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I PRIOR TO SETTING TRUSSES.. I Id, L 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS: WALLS SHOWN ARE TO BE BEARING.. - -A L 3 PLY HGR. L SIGNED APPROVAL: X J A407-321-14 CCU SPAN 40 BY: T.H v ONE E1 VOOD CONCRETE OP EUC, E7 OTHERS ' Ma VINDOV SONRY OPENIMC ET OTHERS / C, BETWEEN c11 a t WOODD EUC ,LAC, r. 11 / CAULM. BETWEEN VOOD EUCK 6 MAST. OPENING 6T OTHER: 1-1/4' M.IN EMBEDMENT IMSTALI_ATION AMC HER 3/16' DIA. TAPCON STUCCO J Br OTHERS SHIN AS REO'0. 1/•• MAX. pCgInE TER J/ SCE MOTES) CALK BY OTHERS RIGID VINYL r-WIC TYPE VINDOV FRAME, HEADER GLAZING EEADTIP.) GLASS OOVIcHr) (TIP,) (SEE NOTES) EJ+. BUCK CAUL. ECTVCCN VIMDOV HEIGHT) FLANGE 6 PRECAST SILL V/ VULKEN I16 ADIESIVE CAULY., OP. aPll-.. COL. FLANGE TYPE PERIMETER VINDOV FRAME CAULK 6r OTHERS SILL 1 By OTHERS ` NamSECTION y.-A 1) SHIM AS P.EO'D Ar EACH INSTALLATION ANCHOR. Awl ACLC—E£ - SHIu STACK TO EE 1/.-. D 2) wIlDO- F?J E—TERIAL: ALUUINUu ALLOY 60i3 3) IMSTQLATION ANCHOR OUST EE OF SUFFICIENT LTM. TO ACHIE/E u1N. EMSEDu ENT OF 1-1/4' INTO IAASONP,1 OR CONCRETE USE SIUCONIZEO ACRYLIC CAULK BEHIND wvNDOw FLANGE A r- G JAuES SILL -UST EE ATTACHED r0 THE SveSTR;.T. VUL• FEU 1t6 ADHESIVE CAUL/ OR APPP.OvEO ECIJAL. ^ 5) USE Srt1CO•YIZEO ACRn,1C CAULS FOP a_RIN:r:R SEAL AROUN.- W.H E.i_F:cP er w,7.D4-.' "LAM -GE. r 6) IF E-C: "'00 ! SIZE IS w01 LISi--O w ANCHOR Cr ART, US_ ANC"OF C'J-71r! LIZ ELI r NE.I L•FGE' SI?:. FOP APPRO= F'-•:E CES G: PPE:>U=E FEO'C. - 7) GLA-3 '-IC•MESS u.( "RY PER Tnr PEnL•IF.:uENii OF '$11. EIJOOGL•Si CnARiS E) L_T._? __SIGN„ NONS ON THE TAPCON LrJCAiip(+ N,Pi v101C-:: .. r, _. .__0 ANC'`A RSAPE TO cE mSi Al'_:•: H[M VS.:•; -' . . EITERIr'ELIIATIO7NS :FEY I _ S) ALL_ FAC7^31 APPLIED TOLES NOr GES,C::r- POP ?CCM ASK S' OP. i;A - OULO EE rn_'_L3 wli.•' /:• $r PE,,< r rA EW BUCK VIDTro INSTALLATION ANCHOR, ONE BY V000 3/16' DI-. TCPCOM BUCK E1 OTHERS SHIM AS REDID. RIGID VINYL I/t• Max GLAZNG BEAD ( TEE NOTES) TIP.) GLASS TYPJ( SEE NOTES) FLANGE TYPE - VINDOW FRAME JAMB CAULK BETWEEN VIN DOv FLANGE PERIMETER L WOOD EUCr, CAULK BY OTHERS v.W. VINDOV WIDTH) CAULK BETVECN VOOO BUCK t MAS'T,. OPENIMG 11 OT ERS SECTION B- B CONCRETE OR MASONP.I OPENING BY OTHERS 1-I/•' . 1. INaEDNENI C> ST 0 BY THERS G tl O r- W. W. i. BI CI T l E z K B O ', S// 11 C TO PP :'•: r: 1.1.Y / E.V Ev4 E71 :N j wOC'O E'JL/, r. — I 10) PSIr+ T RIM; AZ. r5v0E=5 '.J 5E=.::: cwCl_ -JM.r S cHOwn -IS P_IE: (—'; — Aft CALL SIZE BUCK SIZE TAPCON LOCATION CHART LOCATIONS IN HEAD LOCATIONS IN JAMB 30Pv TO 40P: 41.6: TO 70PSr xBv TO sDPv AIPv TO 70Av 12 IS 1a 1/ e x 15 la 1/ d n 3/6 E 6 E f, c F,c 14 s to 1/e 9 5/e E e F.c f,Gl.r, F,c •',: Las 1a 1/a x 55 I/. B B f•G F,O ' is 16to1/L x 62 1/e. e e F,c a yi`:' 17 Ia n ID 1 a x 63 a F, c F,GJ•(J..;?•. IN 25 1/2 x 25 E e f c IMS IM. 251/2 x 37 3/6 E B G F,cIH4525 1/ 2 x t9 $!a 25 1/ 2 x 55 1/4 E 6 f,G ''IcL F,0,N1' i IKs 25 I/2 x a.'E B EF,G f,clU ".'- HIS 25 1/2 x 71 6 8 C F,G.HJ tn7 25 l i x e3 e E F.CA.K F,G, HJ 35 I/ 2 . 26 29 1/2 x 25 E F.GJ.K 30 1/ 2 . 3e 3/6 29 1/2 37 3/e E B F,e 30 1/2 . s0 S/e 29 1/2 x a9 S/a e B F,C F,e F.e,HJ 3o I/2 56 1/. 29 1/2 x 55 I/, E B F,c f,c 1/263291/2 x 62 6 6 F.c Nl F. c. nJ 3o 1/2 72 29 1/2 x 71 B E r,G,nJ F,c.HI 30 1,7 e. 19 1 2 x a3 E E F.e.J K Fc,J,r. 23 36x25 36 x 37 3/1 6 F,2t 36x .5 s/a E F, 6 x s3I/• 36 x 62 B 6 DF.G2+5 MI536x 71 B27 EF•O. H126 36 , a3 6Et. cJNJE,M x 21c—"'—. 2 41p I. J.K.' 3e 3/a a 37 3/a 6 cFGb,nlSo1/aa f,c.G.nJ.2 56 1/. 63 1 ) SS1/. a 1 A 62 El EFcl(!,c) IJ2 72 a 1 x 71 6 e Br•GH.i.F,G l,F,GnJ2 e. I xa3fiF, E n/. e X' 3/ 5 x P 1/d B A.0 F,c Fr h 1 d . so s/5 7 , .9 s/3 e A F,c F.c MJ 5653. V•L 7" ss A. 0 F.G.MJ' r.0 HI 72 62/• 7 A 71 B A.0 r.G.H.1 D.E.F.G4/ 32 7 A 83 c 0 F,G,MJ O.E.F,C.nI 52 1/d x 25 r A C r K f, C FcHIF c F. 33 5tI/O , P S e 3% 0 F.c MJ S• 52 I/L A •9 C F,C n,I f,G.NJ 3,5 12I/L , 55 I/. e r c M.1 O.E.F.G !+J Js 36 52 I/d x 67 52 t/.. , 71 E 2 A,CF•c,n,l O,E.F,GnI 33.0 A2 F. tiJ37Sir: NOT A/AIL•EL: IN IOOO OR ISCO SE CIE] ANFORD, FLORID FLORIDA EXTRUDE "')ATITLE. iNSi,- T,_ I; cnI r:UriC -- n'- - • i=..-..7s 1000 i500 ,. _OQG y. CAULK EETWECN WINDOW FIN L SHEATHING INSTALLATION ANCHOR XB WOOD SCREW STUCCO By OTHERS WINDOWHEIGHT 1' HIN. CHBEDHENT SHEATHING TWO BT WOODByOTHERS Br OTHERS SHIN AS REO'D. PCAIMETCR CAULK Or OTHERS _-• •__ GLAZING (T YPJ SEC NOTES) PER IME IER CAULK ET DiHE?S Is •Jnr•) SCRE SiuCF_ I 1111i CAULr. 2Ei WEEK I WINDOW WIDTH IJ.' nAX• SHIM SPACE t - HIM AS RCO'D. •jT.;jT TWO BY WOOD SEC NOTEST STUD-Bi OTHERS SEE NOTES) CENTRAL FLd p.1.A I NAB . Acl r'Mix 171.t+"•'... S EMBEDMENT 71N X'-.GLAZING.(iT - . CETER (SEE NOTES)- j s/¢ArHtNG TTPE ;I :Fc 8Y OiHEADERWINNvFRANC'`; ' . _. . — .. f... '' a GLAZING (irP.> I I FIN TYPE - )"'(,. T AULK BETVECN {, T WINDOW FRAME INOOV FIN SEE NOTES) 1 vIHDDV ._ ... JAMB- ':3`.Y SHEATHING WIDTH ! PCP,IHETER ` INSTALLATION ANCHOR A - By OTHERS - XB V000 SCREW STUCCO I 24' O.E. MAX. <TYP.) WINDOW HEIGHT — I I FIN trPE WINDOW FRANE SIVcRBLE SILL STOOL 9r OTHERS COUALLY SPACE ANCHORS (TTP.) A JL TTPJ 6' MAX (TYP.) ELEVATION VIEWED FROM EXTERIOR BY OTHERS SECTION B-B NOTES i a, I) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. . ALLOWABLE SHIM STACK TO eE 1/4 Z) WINDOW FRAME uATERAL: ALU.I(Um ALLOY 6063. 3) INSTALLATION ANCHOR MUST eE Or SUrF!CIENT LTr.. TO ACHIEVE MIN. EMBEDMENT OF I- INTO WOOD BUCK. USE SftXoNIZEO ACRYLIC CAULK eEF0140 WINDOW FIN AT HEAD. SILL k ,Ames. - S) USE SHLK;ONHiED ACRYLIC C%:)LK FOR PERIMETER SEAL. - AROUND EXTERIGR OF WINDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITr USTE3 WITH NEXT LARGER SIZE. 7) GLASS THICKNESS mAr v.kgi PER THE REO(PR£.ENTS OF, AST. E1300 GLASS CHARTS. 8) FLORIDA EXTRUDERS 1000 S:RIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUOERS 1500 ANO 2000 SERIES SINGLE HUNG WINDOWS. JD :• VE'OD 31 OiHE S REVI DESCRIPTION DATE IINI FLORIDA EXTRUDERS INTERNATIONAL. INCSANFORD. FLORIDA TITLE: InSi LL=7i0ra ;- _ W/ _ Sr?.-•; JHENi _ _ _ _ I I :i\'__ uJnl• "ir1 -- _=._`_ iFJO?..500. _OC•_ 1s I J D=A'S-N EY: - Se-??.'.Gb'cD BY: CEr,CF.E TE OR naSOr:FY OPENING B+ OTMCRS Ct,E 81 VOOO SUCK Er pinCRS CAULK BETVEEN V INDD FLANGE ` l DODO EUC+ STUCCO By OTHERS PC;(ME TERCAULK BY D:r.EP; CLASS (TIP .) scE Ne7Ez) F N. ILAH DOVLIGHT) PERIMEiE- CA( I. BY C;—. INSIALL-LION ANCHOR 3/16' DIA. TAPCON CAULK BETVEEN VppO EUCK MAST. OPENING By OTHERS 1_/a' MIN. GIASS (TIP.; 1 A CM SEDMCNT (SEE NOTES) A $' 0 GENT U'R SHIM AS RCO'0. SEE NOTES) FLAMCE TYPE VINDOV FRANC ` ' W.W. RIDGED VINYL AGLAZINGBEAD S.M. 1 BUCKJ/ HEIGHT) / RIDGED VINYL r GLAZIIIG 6EAD FLANGE TIDE VIND01 FRAME I I o U:rF.. c. — t s IIL //IF A J EI EVATION r e VIEWED FROM cY. T EP10IR B.V. BUCK VIDT.) SHIM AS REO'D, 1/a• MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD I -I:.. -;. j (-iCx-1 - CONCRETE OR 107Ri OPENING 61 OTHE.R. INSTALL ATIGN Ar2HOP 7/ 16' DiA TaPCC:+ v FLANGE TYPE V( NDOV FRAME CAULK 6ETVEEN v v( NDOv FLANGE PERIMETER L VOOD BUCK CAULK ONE• ei VOOD BUCK ET OTHERS BY OTHERS CAULK BEivEEN V. V. L' GOD NCK L Ma$• 1. WINDOW vlDtro OPENING —'l6TOTHERSSECTION B—B sTOccD er eTHER<_ NOT7S- I) SAW AS REO'O. AT LACH INSTALLATION A.NFHOR. M;,x- F LO-WIELE Shlu RAC.: TO BE 1/4'. j) * lNOON FRAME MATERLIJ: ALUMINUM ALLOT 6053. 3) 3/16' Du. TAPCON INSTALLATION ANCHORS MUST EE OF SUFFICIENT Lin. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETC. USE SILICONIZED ACRYLIC CAULK BEHIIIO vn:IDO'N FL- rr- .1 —0 L ::Ic <i L uUST E' ATTACHED TO THE SUESTRATE wI IN VULKEM TIE AD.ESmw CAULK OR A?P;0,FrD<EO'JAL USE SILICOMIZED ACFYLtr CAULK FOR PERwET 4 Sr APO'-':10 EKTEP17` CF WINDOW FLANCE 5) IF EXACT M-00w SIZE IS NOT LISTED IN -CnOR C '.::r. USE ANCI.R OILA)IIITY LISTED MI:- NEAT LAP. Cr.'; SIZE. FOR T.E APPROPRUTE DES16N PRESS,:;;::.EO'. 7) CLA55 THICKNESS MA: VARY PER Tr.E F.EONREu ENii C'F ASiM E1300 :: +5i C.:.Pii 6) w1-EP1- SPACING EETwEEN TAPCON ANCHORS EACEE'7S 2- IN O.C.. 72 <CRE'NS OF SUFFICIE:.i LTH. TO PROVIDE MIN. !/B IN. EMEEO-ENT INTO '«ODD 6uC• SHOULD BE IIIRRLED 9) FLORIDA EXTRUDERS 1000 SERIES FIRED vAN00vr IS S,O r•N THIS P-...; ALSO -?DUES TO :•• FLORIDA ExTRuOER5 2000 SERIES FIIEO mNDOsS - 10) SEE EACK OF T-415 W. FOR INSiLA A::CI-.0.'. F.EOUIPCv(.vis I1) APPSICATION OF VULKEM 116 ADHESIVE CAULK Ai F, ME SILL uVSi COMPLY wIrl 5E•L•.Vi LIFACFUPER' S RECOMMEMOATIONS 12) wnERE wIr100w IS INSTALLED IN uA<ONRr OPE:n:.0 - A STRUCTVAL ;-0 3. w000 BUC•:. USE ji0 $CREws OF SUFFICIENT LENGTH TO •C IE'+E I - j/' NHI Ex1=Ef yEN i, 13) ^,( ON UNITS CAN -C MULLED t0 OIM[R V:";z USc,C ALUuu+uu TUE[ uVLLION SE.- MULLION INSTALL:TtON Sn.EETS FOP. REOUIRE EtIIi• INC FLORIDAEXTRUDERS: `S NOP.D.RNATIO' FLIOP! DA TITLE: INSTALI.-T.]N u_ -._ .I/ _w_ ;'r -LTC; ix_ D ,LAIIr] in_- Cr-• -- i0OC! t %NCO 4 E-2C 0,C v000 rP.AMINC Br OIr.EPI' I SnIN AS PEO'D.CENTRAL FLOWD A g • O • A. F. SEE NOtES) D NAME' hLpj jjJFpC`TU 3E 1/4• MAA. SHIN SPACE MASTER Fl0LE 0 J I GLAZING SEC NOif 61 G1. A 21NG SCC NOiE 6) PANE HEIGHT E?3 tit EXTERIOR FIN TTPC vINDOv T-RAHE A 1 ELEVATION VIEY.", F.Om cXiERIOF. vINDOV VIDTH 1/.' u.x• Snlu S?ACE I I VOOD rP.AING B1 oiHEP- SHEATHING BT OTHEP.S A. HLLATION NCHOP. B SCREv CAULK BCTvEEN vINDOv FIN SECTION e-g ILEHEATHING PfRIn. TER Ex CAULK ; DTH.ERS EPIOPf(NISM ByOTHERSBTNQ T 5,• I) SHIN AS REO'O. At CACH L•ISTALLAWN ANC.40P WITH LOAD BEARING SHIN. —A. ALLOWABLE SHIV STACK TO BE 1/.-. 2) WINDOW FRAME MATERIAL: ALUVINUM ALLOT 6063. 3) INSTALLATION ANCHORS MVST BE OF SUFF,CIENi LENCHT TO ACHIEVE MIN. EucrOv, OF I" INTO WOOD FRAME. A) USE S(UCOMZED ACRYLIC CAUL: FO- PERIL:. -;ER SEAL AROUND EXTERIOR Or %IN00w FRAME, 5) USE SILICONIZEO ACRYLIC CAULK BEHIND w,NOOw RN. 6) GLASS THICKNESS v.AY vARY PE= REOULPEuEN;S OF ASTM E1300 CLASS U5A2iS SINGLE GLAi!N0 IS SHOWN, INSULATINC 6LISS .LSO OUALIFIEO. 7) FLORIDA Ex.TPUOE.'.S 2000 SERIES riXEO P,CTU-E WINDOW IS SHOwN. THIS PRINT A c THE FLORIDA E.T. LSO DO U , L) FUOEP. S 150G AVD IOOC SERIES PICTUREWINDOW. 8 B) SPACE INSTALLATION ANCHOPS Ai E NAY. FROM CORNERS AND MAT, 2. GC OE SIC:: PRESSURE CAPAC17r Or INSTALLATIONS, wl;, ANCMOR. SPAZINC AS STATED, IS 70.0 PS, FO- ALL AVAILABLE SIZES UP ;0 73' X 71' 0- 63' x 95' OP. 119- x 37-3/5' MAX. 9) WINDOW UNIT CAN BE uULI_EJ ;0 OTr:EP UNIT; USING ALVMINVM TUBE vgLL:ON SEE vucrOr: INSTALLATION zn--,S " -ELIc Ev:' FLORIDA EXTPLUDEP,S II T I NATJONAL. INC TITLE. rIn IJ SC-..- F - VPr U Dc, WN 6y: l D0 0 3 I .ao? OVED B 1 I. HIMnD:DCNI E A(LK BEHIND FIN HE aT MIND iT OTHERS TVD By BUILD ODVNBy OTHERS INSTALLATION SCRCV CNOR (T/P.) NO CS SHIM AS RCO'D. TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMAS RC I) SHIM A$ REO'0. ADJACENT SHIM. MAX- ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOT 6063. V(• PAL 3) USE S41CONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAMBS. SPKE A) USE S4KOwZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF ' SMAWINDOW FRANC. ' 5) GLASS THICKNESS MAY VARY PER THE REOUtREMENTS Or ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CLASS IS ALSO OUALIFICO. 6) SCREW ANCHORS AT HEAD. SILL k JAMBS SHOULD BE IsSCREWS OF SUFFICIENT EXTERIOR FINISH LTH. TO PROVIDE MIN. I IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE /e BY OTHERS SCREW ANCHORS 6' FROM CORNERS AND 24- O.C. MAX. 7) BUILD DOWN AROUND CURVEO PRTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE Or SUFFICIENT STRENGTH TO ADEOUATELY PCRIMCTCR CAULK TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. BY OTHERS 8] FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOW,. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES h 2000 SERIES. 9) CLEVAIIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIWT USE Or FIN FRAME HEADEP THIS PRODUCT TO THESE TWO CONFKAIRAT10N$ THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. L- 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 REOIAREMENTS. GLAZING ( TTP. SCE NOTES) Lcav C1Hf EXTERIOR PCRIMCTCR CAULK ET OTHERS XICRIOR FINIS•, DIHCP. S 9 IMS TALLaiION - rK HO? SC?Cv IrP) QAIrHr, G — I, GiH[RS FIN rRAME SILL SHIM AS REO'D.- SCC NOTES) / SCCiiEI: t,-A- I L 1/•' M N. P-CE SHIM AS REO'0. SCE NOTES) FIN FRAM[ JAMB GLAZING ( TTP. SCE NOiEb EXTERIOR VINwV VIDIM F 11", 1. A8 INSTALLATION Sml- SPACE ANCHOR SCRCV (TrP.) IvO 8, rRAMIMG Br OTHERS CAULK BCHIMD FIN SHEATHING., }. By OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS SECTION B-B w IT1' 1 0 3, f:AH:H'. EXTERIOR ELEVATION EXTERIOR E1 _ A1ION r _ Br 0IHC?S l i CAULK BEHND rNI ;•Jr'h 7F '"`'' FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED w.'•',DOw 1000, 1750. & 2000 SERIES 2 2002 DRAWN BY: BB 1 APPROVED BY: DATE: 02/14/O2SCALE ;vT; Inwc: FLEX0037 lotan 6+C TIT HLICK NSIALLAIION ANCHOR 10 SCRCv BY 01 HERS CAULK BEIVCCH VINDOV BUILD DOVN rLANGE L SHEATHING BY OTERS NOTES OHAPPLICS TO SILL) 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR NAM LOAD BEARING SHIM, MAX, itv000 cI TP,1 ALLOWABLE SHIM STACK TO BE 1/1'. IT DINERS 2) WINDOW FRAME uAiERIA1: ALUMINUM ALLOY 6063. 1-3/8- MIN 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE Of SUrrIC1ENT LIM, TO ACHIEVE CMDCGMENT MIN. EMBEDMENT Or 1-1/4' INTO MASONRY OR CONCRETE. /10 WSTALLATION' SCREWS AT HEAD h 3AM&S MUST BE OF SurrcCNT LENGTH 70 ACHIEVE 1-3/8- CRIER finl SH MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOLARED. BY OTHERSBY INSTALLATION ANCHORS Et SCREWS TO BE PLACED 6 IN. FROM CORNERS h 24 IN, O.C. MAX. A) USE StUCOHtZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD, SILL k JµDIS. S) USE SLICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REOUIREuEHTS OF ASTu E1300 CLASSL/<- SHIu SPACE CHART$, SINGLE GLAZING rS SHOWN. INSULATING CLASS S ALSO OUALIrIED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME 70 BE ENGWEEREO BY OTHERS. BUILD DOWN MUST BE Of SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM wINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER muOOw SHOWN. THIS PRINT ALSO PERIHETER CAULK, APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. BY OTHERS 9) ELEVATIONS SHOW COMMON CONFIGURATIONS, IT IS NOT INTENDED TO LIMIT USE OF SHIM AS REO'D THIS PRODUCT TO THESE Two CONFIGURATIONS. THIS SHEET APPLIES 70 ALL SEC NOICS) CONFIGURATIONS THAT CAN BE MAMIFACTURED FROM THE 1000. 1750, h 2000 SERIES DESIGNER FIXED wINDOw FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE VINDOV FRANC HEAD MULLION. SEE MULLION INSTALLATION SHEETS FOR REOuIREMENTS. WNDOyHEIGHT CA ICRIOR v INDOV FRAME SILL IiRlr<C I CV CAL)'. U B) OTHERS EXTERIOR — FINISH B) Ot HERS GLAZING (TYP. SEE NOTES) SHIM AS RCO•D SEC NOICS) CAULK ?EIV[EN Wool ,LANGT Q L 0)E Br VOOD V BUC CAUL.: BCIVCEN / MOOD Bur: t Br Ot H[RS CONCP! IL OP J MAsvmT BT OLI, - BUCKHEK.Ht I I /.' SHIM SPAC[ G Lt-t/<-MlrAlfii l li l'L.tJIIFUtt B.G. A.F. E MBEDMENt ONE E, VDGD MANUFACTURER NMIF,: BUCK LT G;iEPS HASTER FELE jilo L' l.: ;'KO" 1 _ _ r•. . tom EXTERIOR ELEVATION I-3/ e' MIN Me[oMEI< r BUCK VIDTH f I $ HIM SPACE TVO BY FRAMING BY OTHERS SHIM AS REO'D SEE NOTES) VINOOV FRANC AmB GLAZING ( TYP. SEE HEMS) OTHERS CAULK 81 JBr piHERS VINDOV vlDin CAULK eET A IVO BT BX1 t CONCRETE IT OTHERS C INSTALLATION ANOmR 110 SCRC V VMDOV FLANGE L VDOD I, BUCK ORCONCRETE MASONRYBY OTHERS EXTERIOR FINISH SECTION B— B BY OTHERS wINOC. VAOTH I vnnpOw HEIGHT IEXTERIOR El T-vt-?IlDrd FLORIDA EXTRUDE' RSINTERNATIONAL, INC SANFORD, FLORIDATITLE: FLANGE INSTALLATION DEIAIL V/ FRAME BUILD DOVN DESIGNER, FIXED VINDO-,H 1000. 1750, z 2000 SERIES DRAWN BY: BB APPROVED SY DATE'02/ 12.'02 SCALE Ni IDIPC f LEY0036 q• SHIH AS RE'O'D INSTALLATION ANCHOR SHEATHING (SEE NOTES) 68 SCREv BY OIHEP.S CAULK EETVEEN FLANGEDOCIivp BY vppp P. L SHEATHING BY OTHERS Ii I V I STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS ri S Y- 7` I SLIDING GLASS DOOR FRAME SILL p I- 1/B• MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS CTYPJ UUUR vIp IH SLIDING GLASS DOOR FRAME JAM2 1/ 4' MAX. SHIM SPACE _ DOOR HEIGHT EMKOMEN: G _ 1-1/4' MIN. TEMPERED GLASS TYP.) IN; iALLATiON AxCIQR 2 SCREv Tv0 Br vppp BY OTHERS CAULK BETvEEN HOOK STRIP L SHEATHING 4. MITT : Y;_• ::`d' ENEEDHENT SHEATHING , BY OTHERS PERIMETER J L-- SHEATHING / CAULK BY 1 BT OTHERS TEHPER£D GLASS \ ' L OTHERS1l_ STUCCO (TYPJ OR SIDING STUCCO OR SIDING By OTHERS SLIDING GLASS DOOR BY OT7QRS INTERLOCK SECTION B-B `I...H K' STRIP; DETAIL MAX. SHIM SPACE Lr' ivpErppv 1- i/e nIN. BY OTHERS EMBEDMENT SLIDING GLASS DOOR S RECr O. HOOK STRIP OTES) _ tl' SE" E ALLATION ANCHOR i• SCREv CAULK BETVEEN' DOOR, RANGE L SHEATHING DEER wATCRIAI-. ALU lV ALLEY 6063 Z! K9 IHSfALLATION SCR'VS r,ST SE DY SIft1CI£NI LOCI, TC ACHICVE HIr [H!CD,CHT I- I B' INfO VOpD. TAPCDY. t'PC tNTTALLA TIDY. AYC,OP$ •r SILL At 6E Cr SLfFICIEN1 LENGTH f0 ACHIEVE H[A C.,ICD,ENt 07 1-1- IHTO _-ONRY CR (OCR£ KHARfL _ INSTALL AT[ Q. A,OR CT a BACX Of THIS SHC[T. - VSC SILICOHIZED ACRYLIC CAUL[ SC -NO D FLAT(,[ Al HCAO L i 139 S, USE SIL ICONIZEO ACRYLIC CAULK fOR PCRIICTCR SEA, AROJ.D EYT[R10R Or Dow. L) If EXACT DOER SIZE IS 001 LIS LED In ANCbP. EH•Rl. USE ANCHOR OUAHflrT LISTED VITH Kti L•RGEa St: C. r0a rHC .PPREPaurE DESIGN oaETs1,°.' a£o•o IT fOR POCK[ f DOM SIZES USE CLOSEST ITPASS DOOR SIZE L COKIGURA7IW cD.r U.1STCO CTU)4:„ •' ,: PLACE if.SfALLATIDY. AAOKRS. IN rRON, Or .QE,. STRIP AS SI011 _I B! GLASS THICKNESS "T VARY PER REOIlIPC,ENtS O: AST„ CI)00 GLASS c ARrs 9) DOOR wIT IS APPROVED USING TCNPERCD GLASS IN SINGLC GLAZED OR INSLLAIING GL•SS 101 t•HB / SILL CORNERS ARE r0 SE SEALED IT. A IHALL AIHf •CAH SE -LE.. 111 SHin AS RCO'D. AT EA. SET O- InSTALL•flCi: •NCKi T. NUT. ALLOvSLC SH1- STACK TO K 1/A'. 12! ALL INK 7ALLAiION ANC T M)ST IC H..00 Or C:J.POSION KSI:;—t HATCP!ALS 17) L+Ea£ " K' RraQETEHTS ,AVIK. PANEL —0'0' RCPRriENtS rI,ED PAKL -PROVED COKICa1RATlo.- ARE .: uSIED o" A,C,C; C-P, W 9AC• Or I^IS S,EET D TER i P ELE`All N NOT ALL COKIGURATIDYS LISTED MOVE Al-S/]VN a IHIS pRA_;NG.;dVEI'R IHStALLArIOH N TE[iIOHS '•• A' '9-9' L NG'bl STRIP DCTA;L APPLY IC IH:TALLA;IC'. OF ALL APPR(1•.CO COW CUP fI , S. 2 PANEL DC. OR S:'<VN 15 FLORIDA CBtRUDCRT TOM SEQIC' SLIDI,C G_ASS DCO: IS S•O'=H InIS PPIHf ALSO APR'_IES 10 LIRERPLLi PPPLT \ I / C AL) u: IrvG Lr+DER S0.L OF. Sri SILLINE__--,7ALLA;:LN Y.pR ANf GI` CGNC3_T= F 3r 2002 A 11 I i B b I Z000 SERIES - 0 SDO SCRILS. PLEVI DESCRIPTION I DATE i iNI L 0 P, I D A EXTRUDERS W T . INC. SANFORD FL TITLE: SLIDING GLASS ODOR H iNSTA•.LLATiCIN WITH T,Q SCrE\,S DR WIN BY: 33 i s.?Pr?OVED BY: ATE: !?/!)/Di SCALE- I.i: IDISC ,--sm27 S:i I cr 1000 P.V./DESIGNER SiLL (TYP.) k8 X 3/4 SELF TAPPING SMS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- MULLION SEALANT BETVEEN-I U ""- 48WINDOWFLANGES L MULLION - X 3/4 SELF 1000 S.H. TAPPING SMS SEALANT BETWEEN HEAD (TYP.) WINDOW FLANGES L MULLION SECTION A —A (1) 1000 P,V./DESIGNER SILL (TYP.) C8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION 48 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) Z\ SEALANT BETVEEN SECTION A —A (3) VINDOV FLANGES L MULLION r1000 P.V./DESIGNER SEALANT BETWEEN I SILL (TYP.) WINDOW FLANGES I L MULLION 8 x 3/4 SELF TAPPING SMS I bl I ll Ix4x1/e T TUBE MULLION Y. 3/4 SELF P.i APP!NC SMS1000 1000 P.v./DESIGNER. AUXIAUXI IAA SILL (TYP.) aoR ADDITICPUL ANCKRS. V/CN RECUIRED+ O k8 X 3/4 SELF TAPPING SMS 2) i , (D 1 X 2 X 3/8 TUBE MULLION 0 DETAIL C I - - \ CENTRAL FLQaPJDA B.O.t- 0 BY WOOD 4SELF JCK BY OTHEF 1000 S.H TAPPING SMS FvLANUFti° CTURER N .y HEAD ( TYP.) _ SECTION A -A (2) °R/ D4 `A, 1000 P.V./DESIGNER PL& 6T_R U 6 SILL ( TYP.) X 3/4 SELF 1000 P.V./DESIGNER TAPPING SMS SILL (TYP.) TUBE MULLION 3/ 8 / TAPPING SMS k8 X 3/4 SELF II e II SEALANT BETWEEN VINDDV FLANGE - 6 MULLION k8 X 3/4 SELF 1000 S.R TAPPING SMS HEAD ( TYP.) SECTION A -A (4) rIr 1000 P.V./DESIGNER SILL ( TYP.) 98 X 3/4 SELF TAPPING SMS X 4 X 3/8 TUBE MULLION 48 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TrP ) 2 X 4 X 3/8 TUBE MULLION APPLIES TO HEAD do SILL ` HERE I" X 4" 2" X 4" TUBE MULLIONS ARE USED n INSTALLATION ANCHOR 48 WOOD SCREW ( TYP,) EXTERNAL MULLION 4 INSTALLATION CLIP L1 1/8' MIN. EMBEDMENT I ILEVATior L— L LV FRV,a LATEnIUH FTAII APPLIES TO HUD to S:LL lh?+ERE I' x 2' u I' A 2 7/15' TUBE MULLIONS ARE USED rc. n.ac NSiaLUTION ANaee xI . 8 VOOD SCREW iTP.) NCRIZ. CLIP k8 X 3/4 SELF TAPPING SMS 1000 S.H. SEcrION A -A L/j HEAD ( TYP.) __ I IiB• N!N. FLORIDA EXTRUDERS iSAN 0RD, F1ORIDA TITLESER. 1000/ 1500 ! i; SHE.E T I Or 2 HORIZONTAL MULLiFiN SECTIONS SEE OTHER S i DE c S-EET E LOF 2) OP, DES iGN PRESSURE C ,P''.0 [ T i ES IDR.A' hN 8Y:MS H. I BY I X Z X 'Lle 1 X E X 2/e ON-- EY WO00-- Fi-E-AN Eull K E y c S x S,-LF x S:I-r A TA=;:;NG S!S SMS f 7 T Ss, TA:CCN SCPZ KILL mr; ...... IcUll to c — X -V2 SEL-- -,;-, E J.Lurl-LfTuB;-* tiULL10% S I :'JAPPINS -SMSTA, Pll -MS . ..... tNSTA;-LtkTIm !.CLI IJ. ULLICN To KL01-4 (1)'- S Z Q T! 0 1-4 -"A-- A (2\ SECTIO luI V-PPLIES TO HILAD &' SlLL".Wl'qER I -rx 1 x . 7/14 x I/E JL WOE,- -S A I X 2 7/16 X 3/E ICU S-K 11 - . - LI; JA'KB (TYIJ 7* c ... 2 Ec TLIEZ V. S.H. AM3 (TYP, 0 EIA! ILAXECTYP.) iF F:71 S x !12 SELF TAPPI14C VINDOV FLAH6ES A a:t MULL IGN 1-1/2-SELF A.F.WG SMS S-CTIQN A —A ('S x z x i/E TURE mliLl-MIll e X 1/2 SELF TA.FPi.NG SMS S X 112 SELF TAPPING SAS N' 42 x 1-112 SELFSCALALN'T UT'VEEN LSLAI—ANT EETVEEN' TAPPING SNS VINUT., FLANS VLN-%-d FLAr;czs L XLLLID: L PILP-LICIV "TION' A SECTION A —A (4) x x 2/6 7 ul f IT JGp 2 t L 7. 7 -6 X -i r- ENSTALLATIGN ANO-T-IR SCREV, AKGR -.Y;:.) SILL CLIF 4 F V EY c-D-c;zS P; 4TC.' Z. TnR 4D0'T!CN-L V, N R Ec-u 1: E j c') INTERNATIONAL, INC FLORIDAEXTRUDERSSAINFORD, FLORIDA v C-; TITLE: L N G" SH..-7T I OF 2 X C T nRiw- N, I APPROVTO 13Y MIAMIDA EE PRODUCT CONTROL NOTICE Or ACCEPTANCE Prentdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 MIAMI-DADS COUNTY. FLOG, METRO-DADE FLAGLER BUILD[; BUILD(NC CODE COMPLIANCE OFFI. METRO -DADS FLAGLER nUILDG 1.10 wIS'r FLAGt.c.it S•1-ItI:Gl'. surll: Ic MIAMI, FLORIDA 33I30.11 305) 375-2901 FAX (305) 375-2! cxm'r1L%(.'coa t.tcl-:nslwr. sl:rrl 305)375.2527 FA\(305)375 0,XIAL\( rOlt 1:\1:01tC: -*.,N1 tX'r DIVISI 305) 373.79 6 FAN (305) 375-! i#uol)u(. r CONTR01. DIVISI 303) 375.2902 FAX (305) 372-4 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of .Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure 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 I 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, Cede. Tile expense of such testing will be incurred by the manufacturer. c- ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 (taw Icoarlguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE &- PRODUCT REVIEW CONTiMIT1'EE This application for Product Approval has been reviewed by (lie BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. A I' TZO VE D: 06,'05/200 i Y714- 4-" Francisco 1. Quintana, R.A. Director Miami -Dade County Building Code' Compliance 01'lic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply with. the South Florida Building Code (SFBC), 1994 Edition for Miami-t County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.I The Series Entcrgy 6-8 S-W/E Insiving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets l through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prepares manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Cot Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units sliall include all components described in the active Ieaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overliang'such that the ang!e between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc desi mcd 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, otcction 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.REQUIRENIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acccptancc 6.1.2 Duplicate copies oNlic approved drawings, as identified in Section 2 of this Notice of Acccptancc, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Oflic:ial or the South Florida Building Co. SFBC) in order to properly cvaluatc the install ion of this system. Manu I Pcrcz, P.E. Product Co ro Exam. Product Control Division 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 Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the ;South Florida Building Code affecting the evaluation of . product and the product is not in compliance with the code changes. b. The product is no longer the same; product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be -cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of n revision application with appropriate feel and granted by this office. i. Any of the following skill also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acccptancc 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 (lie expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other docuntcnts, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection nt 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 tcnnination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEl "'ANCE Manu Perez, P.C., Product Contr .scam Produ 'ntrol Division Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing MJIMMPRMTEI X 2.0" 1 COP-WL-MA0141-02 tl • r 02-0419.08 Application Filed) t• 1 52.0 1. NO 2r6.r 2'8" 2'10" 3'0" 3'6' Not Listed Not Listed X0, OX, OXO I 11mas4mruim 2'8" + 1'0" 1 COP-WL-MA0143-02 11 t 02-0419.08 Application Filed) r• Railing 52.0 1 1 NO 2'8" + 1'2" 2'10" + IV 2'10" + 1'2" 37 + 17 TO" + 1'2" 1'0" + 2'8" + 1'0" COP-14'L-MA0144-02 02-0419.08 Application Filed) 52.0 1 NO I 1 1'D" + 2'10" + 17 17 + 2'8" + 17' 1'0" + 2'8" + 1'0" 17 - 10" + 1'0" 17' 2'10" + 17' 1'2" + 3'0" + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2' 10" + 2' 10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8' COP-Wl-MA0142-02 02-0419.08 Application Filed) 52.0 i NO Ij I 2'8" + 2'8" 2'10" - 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WI.MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" ; 2'8" + 2'8" + 2'8' 2'10" + 2'l0" + 2'l0" + 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 [fie product approvals shown. 2. Assembly details are available from the Masonite International website jwww.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 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impala testing Is done In accordance with Miami -Dade BCCO protocol PA201, r,1, g phi J. Oak aft 1 1II Y.hCI.At\ .n 1'NY Ir CrnNi M+.f+w.d /awtL.r4ti 0oar A044 79 tdlt Ow toaD:t"--; olr,0r= of a xwn aoro.-emcal n% rm fOttd col JOS, 0ttipn 1n0 p0aw d'I'd 5" kZJ to 0131V w:110N Wire. w O+. 1 Ds.rr Masonite International Corporation COP-WL-MA0100.02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing 2'6" 02.0418.03 X 2'8" COP-INL-MA0161-02 (Application filed) 55.0 NO 2' 10" TO" 3'6" tJot Listed Not Listed — Miami-Dade— OCCO DP Rating Impact Flaled 2'8" + 1'0" 2'8" . 1'2" a 2'10" + 1'0" 02-0418.03 1 2'10" + 1'2" COP-NIL-MA0163-02 (Application filed) 55.0 NO 3'0" + 1'2" 17 + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" l'O" + 3'0" + 1'0" 02-0418.03 1'2" + 2'10" + 1'2" COP-WL-MA0164.02 (Applicalion filed) 55.0 NO i1 2" + 3.0" + 1'2" t 2'8" + 2'a" 1 2' 1 C'• + 2'10" + 2' 1 G" ] 3.0" + 3'0" + 3'0" 2.8" + 2'8" 2'8" + 2'8" 02-0418.03 2'10" + 2'10'• COP-WI.-MA0162-C2 (Application filed) 55.0 NO XX. OXXO 3'0' + TO" 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + TV 02-0418.03 2'10" * 2'10' + 2'10" + 2'10"— COP-WL-MA0165-02 (Application filed) 55.0 NO IiTO" + TO" + TO" + 3'0" 1. Dccr a.rangernents using fewer panels than win! is shoran in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonic: Warnstional 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 At geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade OCCO protocol PA201• PA202 & PA203. Oak craft AR FK' Y•uooax r+• r,y 4(i-H,. un e" AD,A i9. M02 Out ;prLdu.,p 0,001A." o5 produ i1lorO lt'O nUMK Solcitimom. O'Sion mo ir9iu[I 414A ;u^.i.Y1 10 ch2npt -ittkO d 13:KI. Masonite International Corporation. Glazed Units FIBERGLASS DOORS 8'0" Height — Inswing 7x 11 2' 0" 1 I COP- WL-MA0146-02 1' I 02- 0423.01 Application Filed) 1 40. 0 1 NO 2' 6" 2' 8" 2' 10" 3' 0" 3' 6' Not Listed Not Listed Arrangement1 1 2' 8" + 1'0" 1 1 COP- VJL-MA0148-02 fflFM1 1• • 1 02-0423. 01 Application Filed) 1• 1 40.0 1 1 NO I 2'8" + 17' 2'10" + 1'0" 2'10" + 1'2" 00 +10" 37 + 7' X3. Ox, CX0 1 0 + 2'8" + 1'C" COP-WL- MA0149-02 02-0423. 01 Application Filed) 40.0 NO 1 C" - 2' 10'• + 1'0" --1 1'2' + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" + 3'0" + IT 1'2" + 2'10" + IT 17' + 3' 0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2' 10' + 2'10" f XX, OXXO 2,8.. 2'8" COP-WI-- MA0147-02 02.0423. 01 Application Filed) 40.0 NO 2'6:' + 2'8" 2'10" + 2:10" 3'0" + 3'0" 2'6" + 2'8' + 2'6" + 2'6' COP Wt: MA0150-02 02-0423. 01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3' 0" + 3'0" + 3'0" Notes: 1.. Door arrangemanis usil;g fewer panels Mar what is strown in the above chart also comply under the product approvals shown. 2. Assembly detai!s are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. Irsta? ta;ion ins!ructions art 3v3iiable from the iJ•asonile International website (www.masonite.com) or from the technical center. Aclu2i C: sicn pressure requi;ement for a spaci`ic building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builaing codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impala testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 8 PA203. Oakcraff EK" 1iNYhY 000l: s w.i_...u......t rw,.. F;,J 11. t0"1 hU cwcl t 7tc;. Ln clot oWn CCp,OI "(At TYt! 1PC:GCC. M'f, CCW 3 -q:.:t Masonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing 1 X 1 1 JEM)le international. 2'0" 2'6" 2'8" COP-%VL-MA0166-02 2'10" 3'0" 1' • 02-0423.03 Application Filed) 1•Rating 47.0 Impact NO 3'6" Not Listed Not Listed Arrangement1(width) X0, OX, OXO MasonInternational11 2'8" + 1'0" 2'8" + 1'2" 2'10" + 17 2'10" + 17 COP-WL-MA0168-02 37 + 1'0" 3'0" + 1'2" BCCO 02-0423.03 Application Filed) 1•Rating Impact1 47.0 NO 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 17 17 + 2'8" + 1'2" 17 + 2'8" + 17 17 + 3'0" + IT 17 + 2'10" + 17 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP -WI: MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL.-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. a Oak raff 1 a •<,1 AR EK'" o". e:. I.M.r.-A[ Vm'1'. Y11001 eb..4..".e F.-&.. r.,.r f0.... PRFJ:'1Vint!./..,I.:, a . A29, 2002 peMasonite I n t e r n a t i o n a l C O r p O r d l i O n ZCora—V o.00.im of p.odu :"po.emem makes sperifrzalan. design AM po"I ksAd s'04010 mange ..meal nolKe. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing 2.0" TV X 2'8" 2' 10" 3'0" 3'6" COP-WL-MA0101-02 l.,• : t 01-1031.01 76.0 NO Not Listed Not Listed all X0, OX, OXO ftIR11111ra, 2'8" + 17 Intlernational COP-WL-MA0103-02 Miami -Dade, 02-0109.10 Application Fled) 55.0 o . NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 37 + 1'D" 3'0" + 1'2" 1'0" + 2'8" + 17 COP -WI: MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 37 XX, DUO 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" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (,Nww.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 3 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 Oak raff R OMEW n OOMS Newi<.v.o re..r(Do"n nMe 29. 2001 G. JJnn."n0 o.o0 am of 0'WW mao.emem nines soecJKncJs. oesgn IN WWWc Masonite International C o r p o r a t i o n Otw S a"* Coop, .Joan Jmtt Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing COP-WL-MA0121-02 01-1031.02 76.0 NOX 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples ,th) 2'8" + IV Masonil international1., COP-WI_-MA0123-02 I 02-0109.09 Application Fled) 1 , 55.0 1 . NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'D" COP-WI.MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'0" + 2'10' + 1'0" 1'2" + 2'8" + 1'L" 1'D" + 2'8" + 17 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 17 + 37 + 117 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2'10" + 2'10" + 2' 10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application 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" 37 + 3'0" + 37 + 3'0" Notes: i. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 & PA203. 13 Oakrraff AR k EK'" k'INF.NGI.AtC Y.NT,1Y •GOONS T.-la ,r e."n 0-.n AMe 29. 2001 Ow eM sno p0dnm 01 p111dINt irnpt Ml maeet SMdiG100S, desgn and 010dKI Masonite International Corporation tad %.Oleo 10 nutpe wd0001 MI[e. Opaque Units COP-WL-MA0100-02 . FIBERGLASS DOORS 8'0" Height — Inswing maso COP-WL-MA0106-02 02-0109.08 Application Filed) 70.0 NO Arrangement X Singles (width) 2'0" 2.6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed X0, OX, OXO Multiples (width) 2'8" + 1'0" le International COP-WL-MA0108-02 Aliaml-Dade BCCO OP Rating 02-0109.08 Application Filed) 55.0 Impact NO 2'8" + 1'2" 2'10" + 1'D" 2'10" + 117 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'D" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-Wl-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 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" TO" + TO" + 3.0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (,~.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 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 8 PA203. 0 Oak raft d. r. d AR EK'" e.e,m•.eir r o pe N, 7007 Masonite International C o r p o r a t , o na• w ..,mp aooum of olao.m e..o/OVNnmI mue: soeolcno"s, ocl•o" em o•oo rtl aqua yu0,eC1,0 Cn npe "nnoul no,ce. Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing Singles, 2'0" 2.6" X 2'8" 2' 10" 3'0" TV 1 t . , r 02-0109.07 COP-WL-MA0126-02 (Application Filed) t •Rating 70.0 ImpactRated NO Not Listed Not Listed X0, OX, OXO Multiples (tvidth) 2'8" + 1'0" 1 ,Miami-Dader COP-WL-MA0128-02 02-0109.07 Application Filed) t• Rating 55.0 ImpactRated NO 2'8" + 1'2" 2'10" + IV 2'10" + 1'2" 37 + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-N'L-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 1'0" IT + 3'0" + 1'0" 17 + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WI--MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 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 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 8 PA203. 0ak_raff AR 4 EW t1 Ml;K(: ,,A\ I: N'1'MV •IIOOKC Na.r...""d ra..p.0 f.w.0ew. Apd 79.2002 W ta.n -ng I ogr at p1WW ingroK . mdltd nptC iKdl Ons, onron trw 01Wu l OtUd %u 10 C1ldngt wdhoW n01Kt. U0'1 V n. /i. a ff Masonite International Corporation X 1 tlll 1 Unit r SINGLE DOOR 6• TYP. 6- TYP. 6'8" UNIT 8'0' UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. tiii t f i t 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA At 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 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 sinclle shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4- embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 o...,. o.... 0. ' u Oa 29,2vannasonite international Corporation comnw+p ogram 01 a00Kt ^aO.tmMl ma ti SpfCAKafo•4. XO or OX ' I 1 I I Unit SINGLE DOOR WITH 1 SIDELITE 3- 6- TYP. 6- CL TYP. TYP. TYP. SFTY'P. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. t 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rought Opening Width of door unit plus 1/2" Height of door unit plus 1/4" I t t t ,f t I Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) faslenet 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. Rp,d 29 2?R Matonite international Corporation Uo, .a.,•,— -. a o.wr, •wro.<"<m ".nn tucoicno„. m.g. rue rxeo am. %.a,<n ,a cnugt .~ m,c OXO ' "' ' ' Unit ' SING4_E DOOR WITH 2 SIDELITES 6. 3- 6. TYP. TYP. CL TYP. TYP. 6- TYP. 6'8' UNIT 8'0' UNIT 13.15/16' 17.1/8' MAXIMUM ON CENTER TYP. CountMinimumFastener 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (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 98 and d10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others• must be anchored properly to transfer loads to the structure. 0 Aprd29.2002 Masonite International Corporation G/ Co-n.n„",0 a. J'l.n W I"40..:: .. .1!I.MI n4,!Y SIJ\Jr, Ji.yn•. Oc10• JnC J.VO•CI 0!UJ SY4KC11:t•t "Clgyl IIIMCt MIO-WL-MA0005-02Unit DOUBL.E DOOR WITH 2 SIDELITES 6' TYR 8' UNIT 8'0' UNIT 13-15/16- 17.1/8' MAXIMUM ON CENTER TYR t t r t r t r r r r . • t Rough Opening 1 6 per vertical framing member Width of door unit plus 112" 16 fier horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of AN!;I/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 Aptil 29. 2002 Matonite International Corporation u• conl..Wp W.9— of o•odW .n0.d.e• --I' fpee0<Agnt. dttpn 3.0 0•od o a 1.Dft l ld Ojloe -010.1 n0W XX Glazed Inswing Unit APPROVED ARRANGEMENT: iryz:.;i t 0 COP-WL•MA0142.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size . 6'0' 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 requiree. 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 iristallation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 0000 00 00 00 D0 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA., 23 R/L, 2e R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be useo in the following door Style: Eyebrow 5-panel with scroll Oak raff AR k EK'" VIOL'N(:LA ]] ILN'I'M 1'`000X1 !/`EM00=.11-1,•. April29.2002 Masonite International Corporation ow CWnmrvM WOW, Of W0dW • 3,OVMIMI m ,eS SW4n 0On1, des•pn and WOdu(1 derail S.Oiea 10 erunee "dnoul nWu XX Glazed Inswing Unit COP-WL-MA0142-02 " FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: n00H — I — 0g 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 4 EK' rN111LMt L•\.\I:N1"1''I)rlr)" Nn.4.vNrawrru.. rnr, Deer. April 29. 2002 Ow Commy g oroeram of product enoro"mml nines sMiricalions, oesien and prooun Wad tuo,Kt 10 Cnype _ttow nottt Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: O 0 COP-WL-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 We . 6'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7•national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 °® 0000 00 00 D00 00 100 Series 03. 135 Series 136 Series 822 Series 112 GLASS: 0 0 0 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This 913ss in may also be used in the following door style: Eyebrow 5-panel with scroll Oak raff AR k EK" PREMt. r ...., ..T lOn' April 29. 2002 Masonite International Corporation x"'.— or ww..-MO.Mrt"r .na.ei SotCaKaiOnS. Oelgn aM YN.u(r aua suLKU rc crunpe -n nonce XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: O Q ] 4 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lire 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). 1 / &-t- 7 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK'" w,.T....e1-14..t-110e.. AOril29.2002 Masonite International Corporation out Cp —'l wW.. 0.w— -w.—M rtW ei sOCC G1On1. &Sqn and W d.1 lU] .."001 n014e 0X0 Glazed Inswing Unit APPROVED ARRANGEMENT: OO dry FIBERGLASS DOORS Note: Units of other sizes are covered by this ' report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size. 9'0- x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is urea. 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 00 00 00 00 D0 00 100 series 133.135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 [10 00 00 105 Series 106. 160 Series- 129 Series' 12 R7L. 23 R7L, 24 R7L 107 Series' 108 Series 304 Series Series' This glass kit may also be uses in the following door style: Eyebrow 5-panel wilh scroll O a raft AR k EK' y I,IUL'Nr:Ln 1l Lr N'1'It 1' Ullll ltl Nw.A•vn ra+Nu[w,0.ss April 29. 2002 dW corn.ny+p —o— 01 pt00uC1 +nOrO.t"Krll mascs SOKrICJIgn1, Oeip" !M c,,w 1 dmi, Su0i1C110 (rWQ( rOMN no1K<. PREst4.' CM,!// 1,:.,. Masonite International Corporation oxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ao an 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 series 300 Series Series APPROVED SIDELITE STYLES: t 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" I IUL'NI: L..1\ LN 1'N 1' UIIn N> e+..f.vMra..rl.0 (wy pew. o..Na o Aprd29.2002 ow corn—g pogrom of W oaw now—i Masonite International Corporation makes sm,igaq k. despn and W00W aaad suoiea a enarpe .aaan amok OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: M. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door with 2 Sidelites Maximum unit slte a 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-rational, 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: as ao as an as 0 0 as 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: o a o0 0o a El c 00 as as [la as as 105 Series 106. 160 Series' 129 Series' 12 RA- 2:1 R/L. 24 WL 107 Series' 108 Series 304 Series Suies' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raft I<.l AR EK- w.....1. .. n e. <.1 7- I\' U.IUM\ Mw.•1.•.••M fMN••f•vl Dew. Mn mPR6N.iv..(•J •:.+. Q April 29. 2002 Masonite International Corporation 0. Cde1.M•-v W 00— 01 D WW ID.O+ — —i,l swd i—. d-g. rM wrxr c, d ud iWI , ,o CN-0, wa0d111 ..- OXXO Glazed Inswing Unit COP-WL-MA0145-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as as 404 series 410 Series 1 99 Series 114. 120. 122 152 Series 149 Series 300 Series series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip Cite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK'+ . C.m, Dew. PRFM,9a C..t. eiy — p oe .de Aprd29.2002 Masonite International Corporation Ow CO ^WV 010"Sm or p00u0. D'W lr- m91t sM tM.M. det.0n and 0.000Ct oetaa 1.btKcl t. Ceanpt .~ W0 ' XX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0147-02 8'0" FIBERGLASS DOORS o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". 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, slate 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: 11111 00 00 822 Series P El 00 404 Series 108 Series Oakcraff AR EK" o VIIWAGLA.NS CHI 'Ml'•000"I MroT.....NitrryuL rOm.. PREMDaao.. • o. April 29. 2002 Ow conl•n„oc Todl+^• ^+ moaai +nya+e^lem oyes sottnknnns. desgn ...a o•o^cl M a s o n i t e International Corporation onii'. D...... ..Ller rnlgN ntllKe. XX COP-WL-MA0147.02 ::: •. Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 00 Series 352 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-OADE 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). o, 9 T_ State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK' r...... , I..m 1- .. n l.w., Dm.. e Aprd29.2002 Masonite International Corporation Oo C001«WKq p00nm Of 010dW m0r0.M md\t5 SOtG 4Ad .Ot5V rM 01000C1 0tlld Su01tC110 C", "No .1K< XO or OX ' ' ' ' ' ' ' Glazed Inswing Unit r APPROVED ARRANGEMENT: 890" FIBERGLASS DOORS Notts: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size . 6'0' x 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition rertwied. 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: DID 00 00 822 Series 1/2 GLASS: M <yr n 00 404 Series 108 Series a Oak raff AR k EK'+ r..,..:......T PREMMn• a n I.,.ii..,. Ap,a29 2002 pnasonite International Corporation W eo, m g o,oga", or pmaw., .,,mo--, —4cs som,anws. 0E5•ee led monva an., S.WW ,d erw,e< rdaae, N,(a' XO or OX Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). AN ' State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR EK" l.. ....,,1.._ 1.. ..1 I IUI:M(:LAt\ l: N'I'-;N y1',MI—S fw..M.0 l.wr Doe.. L ADr1129. 2002 Masonite International Corporation 01 conunwrp 0,0W T or O dp -Wov , mak,j scttn6xans. asps J-d 0,0dW OC1]i1 S0111110 CO'OQ' ..Mu' nOxc OXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0149.02 890" FIBERGLASS DOORS O O f .. i Uilw%:3 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites madmum unit size • 9'0' [ 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 bee'M 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: im) 00 00 82: Series 1/2 GLASS: 0 00 404 Series Oak,raff AR k EK" 1 1111!NI LA.\,\ L'v'1'N l',UIIIIN.\ fwt.n fNr(Y.. Lwv(Om. April 29. 2002 0. cOr -.v 11-0111n 01 1100un S0K,1KA*-S, 01119- lM W00uc1 0n)d SYDiNi W Chute( -,n A a 108 Series Masonite International Corporation OXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: til.s 810 Series 300 Series APPROVED SIDELITE STYLES: d 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EW am 1:104119CLASS CNrttl' DOORS ta".i.a1nd rawrl."f.+ry Dor. April 29, 2002 Ow comvlwnQ aoram or rodua rmum mopn rmemeakes tdecdcnn. dtsandroduaMa s o n i t e I n t e r n a t i o n a l C o r p o r a t i o n dtUd Su0lett to enanQt " dtp,d notiCt OXXO Glazed Inswing Unit 8909' FIBERGLASS DOORS APPROVED ARRANGEMENT: 1`S • ' f4.. ilea aY+{r-a, ie+rr O QL 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 ust d. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined try 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-WI--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 as aoa Series 11111 as as 822 series El 108 Series O akcraff rc AR 0 EK" e [.trK.i.er. r.em r.r...n ..ror Iqu L'KCLASS L'N'TKs',000KS tao..re.v.a F-,.K Gvr neon •.. o Apid 29. 2002 Masonite International Corporation Ow comoamv Drddram of Modun mPo "m ma " sot do"ons. despn and wodun aeua suW ro c"t rdn" nortt. oxxo I I I t Glazed Inswing Unit 1 8101" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: r 810 Series 300 Series APPROVED SIDELITE STYLES: v; t 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). P11AAV' M State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EW IMI II I:N<L.\\ti ll'r'1'M l',I1 111N\ N•T.rr.drMNufool Dow. AP,d 29. 2002 Masonite international Corporation Our CtorO q prcog". 01 p wp ^pOV _ _"' W0.0—. do q. IN p100ut1 0t1dd suOlta ro frdd0t .%drool —St XX Glazed Outswing Unit APPROVED ARRANGEMENT: O V'siiti •'.ki FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size . 6V x 6'8' Design Pressure 55.0/-55.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: ao oa an 00 00 0 0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: El 0o 00 00 110 00 00 105 Series 106. 160 Series129 Series' 12 RA.. '3 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 akcraff 1 e•1 AF;Fk EK'" o r.<Iuli..111 1. I.• err.OlMrrt.0 ergr Doer. e PRfMalVC? (• rJI V1 i. I nprd29. 2002 Masonite International Corporation O. Dr 37 of www mdro—M I %o d4 *ns. des on arw wod. f wua — jecl a'"..dno.11 N,4, XX Glazed Outswing Unit COP-WL-MA0162.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: tF as as 404 Series 410 Series 109 Series 114, t20. 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 all extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DAOE 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). at3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK'- 1..,....aT 1•1"L'Ml:l.\.\\ CrA ..\' UUIIX\ Nm.i..a Nr-wr... Ewv, Dee.. L^ Apri129.2002 Masonite International Corporation ow Commumg program or wWW enwr mtm maan SpKd"015. OCSpn And proouCl Cc." l.Wcl 1. Clungf r ".. nptf XX Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: w 5 o 3 .:_ Fa o 1. 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 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition requited. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: oa 404 Series I I a 110 82.2 series 108 Series Oak raft AR EK" r..l....l,r.,m 14tlItM(:LA5F ENr.1''0130pS Noo-4....W I—,.. 1n Door a Apn129.2002 Masonite International Corporation O.n Corlewne OIOe'am OI D.IWUD .nD O+FMnI maws tD(C 1Kal.,n1. eetgn an0 pOeu(1 ElUJ SuDI[CI 10 Cnane< wltfgW MIK! 4 3 2 1 ano (25 GA. STEEL SKIN) W - t REVISIONS ANDREV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION OPTIONAL sse m.Lss OR A 1 82 11/00 - YWW OTY (1) WAS (2) FOR TRACK BOLT 1 ACRYLIC AVAq/$E SEDTIDN B-B HORIZONTAL TRACK SIiPORT BY 20 u NeN. END STILES ATTACHED TO DOOR ODOR O6TKUDR (TO AR) 90N WON PAnxr D TOO{.CDC SYSTEM fi fi fi QliE w. ealrou I CrxTOR). D YEA 133 CA. pBRACKET. lV. STEEL FLAG BRACT. 3) a 1 maw WOOD lWOOD" Wn`Hl1SLISTEDtom: DOUBLE« e` HEAS ADROOM ASFC YEW VLEI IQ)O!r iLV. STEEL TRACK. ION. TRACK THICKNESS:.D60• em SIDES) OroPOINT s ® O TrP.m21/ i-.Iz ACK BRACKGA. rxv. MACH BRACKET. n SM Elm TOP BRACER REPORT#96C6C DHMZO. TAL C m JJMJ 3 20 GA. U-61;m rRA= I ;x PATTERN QL TWO U-BARS nr 1FAnPrInN. OPlld ONE U-4ARS ON HIM SDM10K Err.) Iad/e' 91EET IETK SCREW$ LOCATION Of OP(IDNAL SIGHS A OPTIONAL OUTSIDE KEYED LOCK POSITION UAIC Door WIDTH - 1e'- 0' I o RC90E IT ATKmS v TWPPC SCf3M5. v la fA FM HINGES le LA MRRY m%EE HENCE NOTE I, vtrw DOORS rD TO r- 0• HIGH oomw OF 4) SECTIONS FRONT FRAME WITH U.v. -SHER LAG ICREWS FRB K o T• DOORS OVER r- O' ITCH CONSIST OF (5) SECTIONS (Z SINO(($1qNN))WN). OGRNO ONOUTSIDE SMACK (BUT NOT REWIRED) TO PONDE A FUMN Motmav O STOP AOAO G BY DOOR INSTALLER (TO SKr) SURFACE. HORIZONTAL UAM DO NOT TRANSFER LOUD. 2.8 YELLOW PALE YLe 20 CA 1IN. OALV. STEEL END STILE n 1 2• TIICf OuSS Ymmot o aosr 20 G GALA. STEEL NTFA STILE IIOOCD INSIDE 1/e ACRYLIC t! R SECTION a-B CK 2a G YN. SIEO LIKE RETANEZt _ 12 G GD T SRO THAW SIGN COATED WRN O- b 10/. der]/ 0 PAN PER LITE) I N AIOgRS ON 21 Cprtr76 (C-90 E W EIREACKETS FASTENED f0N700CREW TRH ONE a/le•PER TRACK LAG SGE+M GLwUNO, BN¢D-ONHOER. TICK) aA N CFNTDtS (2D00 PSI .. CONORTE) OR PER 1RAOf BRACKET. AND A 6N<FD- pl POLYESTER 1/.•.r rNCON SCRYS oN 17-I/2' W11ER5 (2.000 2/14' la. RO"N' PU! r TOP COAT APPLIED TO BOTH SUP ufGK ENGAGES PSI IOU. COHCRr E). W sHm RRGIIOFD WTtN FASTENER (ONE PER ROLLER) STEEL CENTER SIDS OF STEEL SIN. 12 G GLV. REO TOP ONTO ' - SLEEVE'ANCHORS. 1' O.D. NK. TUSFEA RECIDIm LL%1OMG i G GLro. 1 W(aE BRACKET A ROLLER BRACKET. EACH 4) WK 0 TEMo00 FRN rKCONS. MIC/Ip6 wr BE CpROFIbNC( Ii a GLv m 7PMJ(RACKFBIGCETS. 4ASTGOEO10STIES /(I) 114 e' SIfiT NETK SCRCWS. ) lad a SIKOT PEEK Nam' (BUT ROT RFDUIED) TO PROJpE A FLAK RUCK ATTACKED m EACH BRACKET I4d e• 5 f SEEK SCREYS NO 5H LAP JOINTS. ACE HORIZONTAL L.YBS 00 Nor WITH ONE 1/4'4/e' BOIf •NUT r4) 1 4•J/.- SEEF LWPNC 5(FEY'9 PER E/m NICE OUTSIDE KEYED OR TWO 1/4. OK RIVETS. HINGE ENO ENO 2' DKA SHOT-STEU. 10 BALL STEEL ROLLER. 14 u CALV. STEELCIOHINGE. HACK SIRE STD MARK '1FSTERriEID. PL FASTENED TO END GOER PREPARATION OF AA11eS BY OTHERS SECTION C-C nAmoA PL #4e425 SHEET /W Lad/e• P9DE HANDLE STILE NORM CARORN P.E. ( f23iU2 3' TALL U-BAR t (4) LIE/a'.3/4' Sflf OIRIDE KEYED LOCK LOCH BAR m4. Y= VSSTRENGTH: H: a0 KU rAPPILK74UP """ "CHIT` OP10M TRICK NOTE 21 IRE DESIGN OF THE SUCPORO4C STRucMmL EU39M DESIGN LOADS: +24.0 PSF h -24.5 PSF OITSDE EACH SIDE SHALL L BE THE RESPONSIBILITY OFTHE PRaczsaNK OF TEST LOADS: +36.0 PSF do -37.0 PSF i,• NANOE OF DOOR RECORD FOR THE BUILDING OR STRUCTU E AND N ACCORDANCE I 3• TALL . 20 G CALv. STEEL U-SAES FND SERE BOLT WITH CURRENT BURDNG CODES FOR THE ILNOS IETEO ON WNKf rC ROm w aK 1-7/e' N A 2-1-2- 1 PARpN E. TWO U-BARS STILE LOCK or THIS OMWONG u® R%l (pOpiT. PART NO.: - OH BO77ON SECTION, ONEU-BARONNF%r INTO YtT+TICAI T- SECTION ER . FA01 U- BAR ATTACHED nuxx ONE NDRCG U,"" Sb w ou—i" 312 WON SL S U I= WIM 1/a'.] .' SELF TAPP" S I= ON IDEAL Prr PER STILE E.CKSIDE . mw.r euanoNc PRaoucrs a. TOLERANCES >. Ci1LvuIDU OH 45202 rd NI I-f1s-361-/ 60D OF Doom I. s.--c - sc ww . 0 - t.03 Eur eom a mmt Fm Nu. 1-513-762-3519 SGTIDH A -A (SIDE NEVI INSIDE 4 ft W.**A, F, a '00 . t.015 DESCRIPTION: MODEL 6RST W4 16-0 K 8-0: 24/-24.5 DESIGN LOAD i .0000 - t.00.000 5 DRAWN BY: 8MM DATE: 4/ 18/00 SCALE: HITS DWG. IS G CALV. STEEL BOTTOM () RACKET. b b =rry aN.N.epr r ATTACHED ffR (2) /14d/e' SHEET AETK SCREWS. Z l.rr a INNr.Rsn R A ? DZ Third A,4, Degrees e t 1/2* CHECKED BY: AIWW GATE: 4/18/00 SHEET 1 OF 1 SIZE 1J ProjectionO_e Unk.. St d d OUIrW - DDIENSIONS ARE IN NOES. DWG. NO.: 102138 1 REV. NO. 1 A 1+ 1 1, + MODEL: 6RST (25 GA. STEEL SKINT MODEL: 4RST (24 GA STEEL SKIN) LISTEDOPTIONALOSBCLASSOR 1 8' ACRYLIC UTES AVAILABLE EE SECTION B-B) 1) INTERMEDIATE STILE ATTACHED W TOG -I -IOC ((pP & BO 20 GA MIN. END STILES ATTACHED TO DOOR AND URETHAN( ADHESIVE (ALONG CENTER SKIN WITH PATENTED TOG-L-LOC SYSTEM F '—A OP, BOTTOM & CENTER). ICT gr" REPORT#9606C I 25 GA. MIN. GALV./ TACK POSITION STEEL SKIN COAT ED BOTH SIDES) ATWOPOINTLOCKINGAND aAAKED--ON-0POLYYESTEERR• r" TOP COAT APPLIED TO BOTH DES OF STEEL SKIN. n ONE 3' TALL x 20 GA U-BAR (50 KSI) PER DOOR SECTION. END SUOE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE M p AT VENTS ,-, A OPTIONAL OUTSIDE KEYED LOCK POSITION LOCK ON EACH SIDE OF ODOR. MAX. DOOR WIDTH 9'0' N INSIDE SLIDE BOLT O 14x5/8' SHEET METAL SCREWS LOCK OPTION DO9ORS L UP TO 7'-0' HIGH CONSIST OF (!) SECTIONS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). O 1PPING 4' SELFTAPPINGSCREWS. 14 CA NO HIN Fa 18 CA VIEW C DLATE HINGE VIEW 'e. VIEW • 2x6 YELLOW PINE JAMB 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16%)_5/8' LAG SCREW PER TRACK BRACKET. 2' GALV. STEEL TRACK FASTENED TO 12 GA GALV. STEEL TRACK BRACKETS. TRTO EACH BRACKETACKATTACHONE4'x5/8' BOLT &NUT OR TWO 1/4- CIA. RIVETS. r 1 REVISIONS REV. NO.1 ZONE: I DATE: I ECN N0. APPVD: I DESCRIPTION 1 I_ A4 I 11/00 1 - I MWW I OTY (1) WAS (2) FOR TRACK BOLT 2' THICK 3' TALL U-BAR 20 GA GALV. STEEL d1. r HORIZONTAL TRACK SUPPORT DOOR INSTALLER (TO S 13 GA. GALV. STEEL FLAG BRACKET. 16 LE GW. STEEL TOP EACH FASTENED TO WOOD JAMB WITH eBRACKU A v%(3) (3) 5/16'x1-5/8' WOOD LAG SCREWS. I4. 5/e• SHM UjAL 15 NM, DOUBLE TRACK P LAP 3mNTi TRACK CONFIGURATION AO BIAS RO IS ASANOPTIONx DOOR r IN u GALV. STEEL HEIGHT ENO 161NL EACH 511121 (() I gyro x 2' GALV. STEEL TRACK. g6- 70SHEET WAL.LMIN. TRACK THICKNESS: .060'& (4) 1/ 4•.3/4• SELF 88 TAPPwf SCREWS. x 3' TAIL . 20 u GALV. i TYP. 2- 1/2'x12 GA GALV. STEEL TRACK BRACKET. SIEFL U- BNt. ONE U-BAR Z. 4) TRACK BRACKETS PER SIDE PER SECTION. FA411 U-flW ARKIIFD WZ 1a1M TMO1/4•31 EACIH SELFTAPP010 6 SOtENrs PtY+ SmE LOCATION. O LHR TOP BRACKET LiBIKE HORIZONTAL FRONT FRAME WITH U.V. T FCOATING ON OU191DF SI IRFAr,F DOUBLE TRACK M N3 CA cAly. STEEL IOTTOu LOW HEADROOM OPTION 9RAOfEf. ATIAN3IED NiTFI 11Y0 I 2' x3' LAG SCREWS ON 24 CENTERS. I' 0.0. MIN. /t4xs/e SWEET uETAl SCREWS, n n WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK SSB GLASS OR OPTIONAL 10 SCREW BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING A „,, 1/ 8- ACRYLIC LITE WINDOW UT SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION B-B STOP MOULDING BY DOOR INSTALLER (TO SUIT) r- 20 GA MIN. GALV. STEEL ENO STILE 20 GEL CALV. STEEL INTER. SECTION A - A (SIDE VIEW) f8x3/4' PAN HEAD SCREW VERTICAL JAMB ATTACHM NT (-- MOLDED INSIDE 7. PSIMIN. CONCRETE COL9N.F9LOCK OROR (10 SCREWS PER LITE) ENSTIS 3 8x!a SLEEVE ANCHORS ON 24 CENTIIRS (BOTH L1TE RETAINER INTE C- 90 BLOCK OR 2.000 PS MIN. CONCRETE) OR SNAP LATCH ENGAGES STIL 1/4' x4' TAPCON SCREWS ON 24' CENTERS (2,000 ONTO VERTICAL TRACK. PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON SLEEVE ANCHORS, 1' O.D. MIN. WASHERS REWIRED EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REOUIRE:D) TO PROVIDE A FLUSH OUTSIDE MOUNTING SURFACE HORIZONTAL JAMBS DO NOT HANDLE TRANSFER LOAD. OUTSIDE KEYED 18 GA. GALV. STEEL CENTER HINGE. FASTENED TO INTER. STILES W 4) 14 G4. GALV. STEEL ROLLER HINGES 114x5/8' SHEET METAL SCR FASTENED TO ENO STILES EACH W/((4) 14x5//8' SHEET META. SCREWS AND 4) I% 4'x3/4' S& TAPPING SCREWS PER END HINGE. PREPARATION OF JAMBS BY OTHERS `2 DUl SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C- C NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBIUTY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTER1484 P.E. WITH /J THIS DRAWING. CURRENT BUILDING CODES FOR THE LOADS USFED ON FLORIDA P. E. /48495 / U TL NORTH CAROLINA P.E. /23832 l 4 3 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. RANDLE t END 11lid V I STILE OUTSIDE KEYED LOCK INSIDE HANDLE LOCK BAR LOCKING OUTSIDE KEYED I= DESIGN LOADS: + 25.0 P.S.F. & -32.0 P.S.F. SNAP LATCH LOCK OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. TML`I PART NO.: - UrA- SWta4 OV— 312 Wain A Sub 16M TOLERANCES - IDEAL 45202 0 - 1. 03 rd Aa 1-f13-331-M NMeE omom= L Fm INa 1-513-762-MI9 u PV- Fy 00 . 1.015 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD aG.aw eN. Mks nap .vl h a...na.. 000 . 1. 005 0000 1, 001 Degrees 11/ 2' DRAWN BY: BMM DATE: 4/18/00 SCALE: NIS DWG.R SIZE B Third CHECKEDBY: MWW DATE: 4/18/00 SHEET 1 OF I t;on + - P peCloUrea.. Stator Oltw.laa OVFNwrNS ARE w W>, DWG. NO.: 102137 REV. NO. 1 2 A% B%aAd,-W' I j- i.- 11 — _1 C A 4 : 5 / F'M r KUM CITY OF SANFORD ELECTRICAL PERMIT APPLICATION 2 Permit Number: 1(015 Date: Z D D The undersigned hereby applies,, f//or a permit to ipstall the following electrical: Owner's Name: Address of Job: :?Itll OZ4'eZ4_5-0_ Electrical Contractor:/(/.X(On ja t4 i6APO TJucrk4,,1r4E1_ 4r Residential: Non -Residential; t By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. pplicant's SiTnature State License Number