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Home My WebLink About309 Appaloosa Ct - BR03-002617 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER qSQ16-.,,0 ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR Ft PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE PERMIT # 03(4 DATE PERMIT DESCRIPTION SJ;7Q- PERMIT VALUATION J& oftmjfbQ SQUARE FOOTAGE 1946 s t7 d t cn cn CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 309 APPALOOSA CT for which permit 03-00002617 has heretofore been issued on 9/09/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as Lc S, complies with all the building, plumbing, electri 1, zonivng and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: FIRE: Finaled ` o.,.., Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage, Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs ALights Storm Sewer Driveway Street Work RRRq PATH DATE APPROVAT DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE ELECTRIC 10/03/03 20.00 01-APPLCTN FEE ELECTRIC 11/18/03 20.00 01-APPLCTN FEE BUILDING 9/09/03 10.00 01-APPLCTN FEE MECHANIC 11/24/03 10.00 01-APPLCTN FEE PLUMBING 9/25/03 10.00 02-ENGNG DEVLPMT FEES 9/09/03 10.00 01-FIRE IMPACT RESIDENT 9/09/03 59.21 01-LIBRARY IMPACT FEE 9/09/03 54.00 PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 309 APPALOOSA CT for which permit 03-00002617 has heretofore been issued on 9/09/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 9/09/03 279.61 01-POLICE IMPACT RESID 9/09/03 91.93 01-RADON GAS TAX FEE 9/09/03 12.27 01-ROAD IMPACT FEES 9/09/03 847.00 01-RECOVERY FD/CERT. PGM. 9/09/03 12.28 01-SCHOOL IMPACT FEE 9/09/03 1384.00 WD IMPACT:SINGLE FAMILY 9/09/03 650.00 SD IMPACT:SINGLE FAMILY 9/09/03 1700.00 OWNER BUILDING OFFICIAL / DATE w t CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL, INSPECTION SINGLE FAMILY RESIDENCE**** DATE: \ PERMIT #: ? _ \\,o\ ADDRESS: CONTRACTOR: PHONE #: yy`1 - 8 -,, a -'A The building division has prepared a Certificate of Occupancy for the aboN e location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. engineering Z— Z / Public or Utilities Fire Zoning V-\ A DLicensing n f,%, CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) C -L IU-o{4 w o 3-7 a CERTIFCATE OF OCCUPANCY d REQUEST FOR FINAL INSPECTION l SINGLE FAMILY RESIDENCE**** DATE: --OA PERMIT #: -? \o\ ADDRESS: CONTRACTOR: , PHONE #: y(-)`) - g -) a - ' The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied, or approved with conditions. Your prompt attention will be appreciated. Engineering Fire f' a ublic Works ,Nr 'gDZonin l l A Utilities Licensing n CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 0 CERTIFCATE OF OCCUPANCY f REQUEST FOR FINAL INSPECT ONw a SINGLE FAMILY RESIDENCE**tj DATE: \ -cNo--Ol 1 ; PERMIT #: - \a\ I ADDRESS: CONTRACTOR: a o4 C PHONE #: 0. M0 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering DFire r 'C Zoning A Licensing n ( CON Dl 1 IONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on Daaes 1- 7. O.M.B. No. 3067-0077 Expires December 31, 200E 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. I Company NAIC Number I309APPALOOSACOURT CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 120, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): W - ##' - ##.##" or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940045 E 4/17/95 4/17/95 A 24.6 B10.Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 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) Cl. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction ofthe building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V'(w'Ith BFE), AR, AR/A, ARIAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. Ifthe 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 orSecion G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments _ Elevation reference mark used _Does the elevation reference mark used appear onthe FIRM? Yes ®No o a) Top of bottom floor (inducting basement or endosure) 28. 5 ft.(m) ca o b) Top of next higherfloor N/A. ft.(m) Cn o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o 0 o d) Attached garage (top of slab) 28. 0 ft.(m) 0 o e) lowest elevation of machinery and/or equipment u, co servicing the building (Describe in a Comments area) 28.1 ft.(m) E t o f) lowest adjacent (finished) grade (LAG) 27.7 ft.(m) Z d o g) Highest adjacent (finished) grade (HAG) 28. 3 ft.(m) C o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o q I otal area or all permanent openings (noon vents) In w.n u sq. In. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR. LICENSE NUMBER:4928 N TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT ST[` Aoll ORLANDO FL 32803 SIGNATURE /, DATE TELEPHONEG4YUI127104 (407) 426 7979K,M FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Forinsurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit. Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Poricy Number 309 APPALOOSA COURT 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 agengoompany, 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) ForZone AO and ZoneA (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended foruse as supporting information fora LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which thiscertificate is being completed — see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) ofthe building is _ ft.(m) _in.(crn) above or below (check one) the highestadjacent grade. (Use natural grade, ifavailable). E3. For Building Diagrams 6$ with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft,(m) _in.(crn) above or below (check one) the highest adjacent grade, (Use natural grade, ifavailable). E5. For Zone AO only: If no flood depth number is available, is the top ofthe bottom floor elevated in accordance with the community's floodplain management orfinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for ZoneA (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, A C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation thathas been signed and embossed by.a licensed surveyor, engineer, orarchitectwho is authorized by state or local law tocertify elevation information. (Indicate the source and date ofthe elevation data inthe Comments area below.) G2. A community official completed Section Efor a building located in Zone A (without a FEMA4ssued or oommunity4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ rn) Datum: — G9. BFE or (in Zone AO) depth offlooding 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 120, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 1" = 30' GRAPHIC SCALE APPALOOSA COURT 0 15 30 TRACT "A" 50' RIGHT OF WAY 4 1/ N89'35'18"W -- 362.88' - POB 221.80' I wi 141.08' PC CENTERLINE OF e: p RIGHT-OF-WAY aioNON S89'35'18"E 60.00' Z; N s ry 10' DRAINAGE EASEMENT,:: CONCRETE,. DRIVEWAY., 3' Fc/W 15.0' 20 0aa O.' p 5.0, p O FENCE ISO0.4' OFF 6' WOOD FENCE S. ONE STORY CONCRETE BLOCK 2< RESIDENCE o no LOT 121 LL1 FINISH FLOOR o ELEVATION=28.50 N d LOT 119 N N d' 40.0' N 10.0' 10.0' 0 Z o :.•:CS!:-. O 9.0' LOT 120 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA JOANNE SKINNER AND MONTE STOTT CH MORTGAGE COMPANY NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-1-03, 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 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLANE. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 120 AS BEING S89'35'18" E PER PLAT. FIELD DATE:) 9-24-03 REVISED:, SCALE: 1 = 30 FEET APPROVED BY: WRM FINAL 1-22-04 CKB ASM41933 FORMBOARD 10-24-03 CKB JOB ND, REVISED OESCRIP710N 7-24-03 .RA DRAWN BY: PLOT PLAN 6-9-03 SDO FENCE IS 0.3'N& 0.2' E N89'35'18"W 60.00' TRACT "G" BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 4 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 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 FND NAIL AND DISC0LB #6393 (09/24/03) TLB#63IAND CAP 93 ( 9/ 24/03) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. 5Ao- FOR THE f FIRM WILLIAM R. M SCATELLO JR. P M#4928 DATE Permit # Job Address: Description of Work: Historic District: CITY OF SANFORD PERMrr APPLICATION c .3 g n Date: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fite Sprinkler/Alarm PoQI. . Electrical: New Service — # of ps Mechanical t° Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of WaterClosets _ Occupancy Type: Residential Commercial Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & $nergy CaIFz 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 requited for (1,01(r Wa.a Y) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: y Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: to License Number[ - G. D=D W& 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 comme-ticed 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 I?,ws rc.gtdatingconstructionandzoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT W YOfJR 1'/i WING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR. AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or fMcTal agencies. Acceptance of permit is verification that I will notify the ownerof the property of the requirement on ' , en Law Signature of O%vner/Agent Date S re of Contactor/Agent Date ROWT G. D.LO RUM Print Owner/Agent's Name P Contractor Agent' Na e i Signature of Notary -State of Florida Date Signature of No=.y State of Florida 11 Date Owner/Agent is Produced ID Personall\ Known to Me or Contractor/Age-.: i Personally Known to Me or ProdUCC,: .D APPLICATION APPROVED BY: Bldg - Zoning: Initial & Date) (Initial & Date) (Initial cE Date) Special Conditions: MY COMMISS014 DD 212893 EXPIPES: June 14, 2007 Bonded rhru No" Public Underwriters FD: Irritia &1Dat 10-03-203 9:52AM FROM P.l CITY OF SANF'ORD PERMIT APPLICATION Permit # :Z`'-,0 DBtC: Job AddrCSS:rf Description of Work: Historic District: Zoning: 'Value ofWork: S A e <ur v or-ac qq Permit Type: Building Electrical - MeehditicaI Plumbing Fire SprizWer/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gras Lines Plumbing,/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage; Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (nIYIA form requlre<I for otbcr Rnan X) Parcel #: Bonding Company: Address Mortgage Londcr: Address: Architect/Engineer: Address; Attach Proof of Ownership & t coal tc License Number:__— Nn 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 theisnuanceofapermitandihatallworkwillbeperformedtomeetstandardsofalllawsregulatingcons4vcrioninthisjurisdiction, I understand that a soparatc permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNFR'S AFFIDAVIT; I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicahle I:,wx regulatingconstructionandtoning. WARNINGTO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN V(wR I'AYIN(i T\V( CE FOR IMPROVEMENTS TO YOUR PROPERTY, 1F YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDP.R OR AN ATTORNEY BEFORE, RECORDING YOUR NOTICE OF COMMENCEMENT. I2 TKH: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that slay be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agcnciec, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agenr Date Sicnaturc of Contractor/Agent Date Print O- ncr/Agcnl'N Narni Signature ul' Notary -State of I'londa D3tc Owner/Agent is _.__ Personally Known to Me or produced ID „ APPLICATION APPROVED BY: Bidq: _ Zoning: Initial & Date) Sr,eciai Conditinns Print Co / Agent's Mime Sisnnturc of N -State of f lorida Date 040+Pplt* Bonny G Logan My Commission DD201551 Contractor/Agent is _A''crsonally Known to Me &,V Expires May 17 2007 Produced ID Utilities: FD: Initial & Date) ( Initial tot Dute) (Initial tic Date) 6-06-203 7 : C09AM I- RUM W ero'es - i ' it vw.+ ry .y'•.r;r•+:, nr• , st„ ,,,,: C(Tl' OF SANFORD PERMIT APPLICATION Per u :CV 5" -Uw I I Job Address: _ —CC` U c Date:3------- pcscription of Work: KutorJc District!7.nning Value of Work; --- --- rrvwcxcu Permit Type; Building._.,. Electrical ..'I/Mechanical Plumbing Fitt; SpriPoolnkler/Alarm .r _ - -- Tzrnpoiury Pole Eleslew ew Service — # of AMPS1 CU 200Addition/Alteration Change of Ser'icc _ Mechanical: Residential _ Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New CommerciAl: # of Fixtures of Watc-f & Sewer Lines # of G'as LineS PlumtalnPJVew Residential: # of Wale/ Closets Plumbing Repair — Re rdentlal Or Commercial Occupancy Type: Residential Commercial industrial Total SquAre Footage: Construction Type; p of Stories: ri of Dwelling Units: flood Zoue: . (FEMA form requirod i"cr otherthan X) Parcel #: (Attach Proof of Ownership K Lcgal Dtacriptiun) S 1 Owncra Name & AddresA: 3 Z Z-— Phnnc' -_ Contractor Name & I A'ddres*: LState Li I Contact Person: lJ Yhonc &Fax: = ,_ Ilonding Company: nddPc s: — .......- Mortgage Lender: — Address: a ArchiLtrUEngineer'.— Address: Fa Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wtmk or mstallanon has comvntnetd pnot ? tn= issuance of a permit and that all work will be perrformcd to meet Standards cro of alllawsregulatingcstruc(ion in Ihis jurisdIC6on. I un"'cr-stand thus < sc ;ra c permit most be secured for ELECTRICAL WORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HE-ATE9-S, TANKS, and AIR CONDITIONERS. cte. OWNER'S AFFIDAVIT: I certify that all orthe foregoing information is accurate and that all work will be done in compliance with all applicable 1-1"s NE" Iann2 construction andzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEN t MAY RESUI,l IN YOUR TWICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCINC, CONSULT WITH YOUR LENDER OK AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, N TIC : In addition to the requirements of thin permit, there may he additional restrictions applicable to lens propcny Owl nVy be found in I!tc publ,:- rc' c e' this county, and there may be additional panits rcquirai from other governmental cnnncs such as wau-T ugencies, or rcdc7a! ar'.cnnr,i, Acceptanceof permit is veritication char I will notify the owner of the property of the requuemcn f Mori Li Law i 1 J. Signature u(' Owner/Agent Ualc Sig ature ofConcnctoricill 6 Print Owncr/ Agent's Name Narnt e Signature of Nutwy- Stan: of Florida Date Cignaturo of Notary c of mien — — 'Ju.c iwn¢r/n pent is _ — Pcriunnlw Known w Aic ul. l.'u r'ctnr/A cn! a Yrr:n;,sly Known iv -',I, n ruduCdd II'> _ PrOducad IU ---_ __-- i\f`I' l.IC AI'IDK AI'PROV ED ISY' IIIdg: lrili:ll Ualu) ( hulial & D:(c) PL, Marie A. Zettlem*r 8 =, Commission PDD221380 Iul 15, 2007Expires: e; BondedThrtr 9.,...•oInc. AtlanticBondingCo., CITY OF SANFORD PERMIT APPLICATION I LL 3Permit #: Date: Job Address: rl /1 Oa o sa C+ Description of Work: Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - it of AMPS Addition/Alteration Change of service fcinporary Pole Mechanical Residential Non -Residential Replacement New (Duct Layout &Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures it of Water & Sewer Lines It of Gas Lines Plumbing/New Residential: # of Water Closets 2- Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: It of Dwelling Units: Flood 'Lone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: b (Z- a 'A_ /\ Phone: Contractor AM"jUtf gSPLUMBINta, (IVIi. P.O. BOr9! 32%62-nOZ% "ySt ate License Number. Cr Z Phone & Fax: (407) 366-3994 Contact Person: k v —t Phone: Bonding Company: ADVANTAGE PLUMBING, INC. Address: P.O. BOX 620027 OV D - 02? Mortgage Lender: U42) A66.3994 Address: Architect/Engincer: 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. 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'SAFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirement o Flon a Law, FS 7 t 3. Signature of Owner/Agent Date Signature of Contra gent Print Owner/Agent's Name Print Contractor/Agent's Name M f 'q/LLIa Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/ Agent is " Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg: Special Conditions: Loninc: Initial & Date) x YsY'P MARTHA Y. HALL Contractor/ Agent isr hers i3#tly' 116 yA MNSSION # CC 875jj I'roduccd I DS: February 1, 20 t Bonded Thru Notary Public Under Utilities: FD: initial & Date) (Initial & Date) (Initial & Date) I IN 111111111111111111111111111 f111111111 "111"11111p111 THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04968 PG 1386 CLERK'S # 2003144016 RECORDED 08/18/2003 11128116 AM RECORDING FEFS 6.00 RECORDED BY L McKinley 00 A- H OOcSct NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice thaInformationimprovement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following is provided in the Notice of Commencement. Description of property: ' \ Lot(s) 1 11, 112, 120 & 122 Bakers Crossing Phase 2 Plat Book , Page(s) Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date ofNotice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. 4ert Inc. 0 by: 6aw onj/Assistant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of 2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a e aware Corpora ion, behalf o the corporation. He/She is personally Gown to me. Notary Public, State and County Aforesaid OFF!CIAT NOTARYSE.AL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,2006 ignature Notary Seal ir'iit-11~l1 C132 ' i Al 'A 11 E MORSE at i 0'r C1Rcuff CC11Rl ChI. fc 1 2001 STATEMENT NUMBER 103-75597 COiX 7Y OF S[MIUOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD DATE: /e/7/w_ DUILDING PERMIT B (CITY) COUNTY NUMBER: UNIT ADDRESS: _209_/ff1'y\ TRAFFIC ZONE: JURISDICTION: 06 CITY-OF-CANFORD-__------ SEC: TWP: RN8: PARCEL SUBDIVISIOH: TRACT: lPLATBOOK: PLAT BOOK PAGE: ADDRESS: 1 /\ Y '_ V,_ //// _ i/ _j' APPLICANT NAlE: ' ADDRESS: 001 E[ BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS 0]ADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.0O SCHOOLS CO -WIDE O dwl unit $1,304.00 1 $ 1,384.O0 o ' AMOUNTDUE / $'2,285.O0 RECLIVED BY: PLEASE PRIUT NAME) DATE: NOTE TOTO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSUR[ TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH RE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF T14E COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 [AST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYM1':NT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENU[ SANFORD. [l 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING I IN 111111111111111111111 II 91 II 111111 N NI III "11111hill I?oq Al c lo sc Ct, THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04968 PG 1386 CLERK'S # 2003144016 RECORDED 08/18/2003 111281i6 AM RECORDINS FEES 6.00 . RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice th improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following nformation is provided in the Notice of Commencement. Description of property: ' Lot(s) 1 11, 112, 120 & 122 Bakers Crossing Phase 2 Plat Book , Page(s) Public Records of Seminole County —,Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida desipnated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner'designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. n,Inc. 0 ^) i by: _ J o ert aw Assistant ecretaryCorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003byRobertA. Lawson Assistant Secretary of D.R. Horton, Inc., a e aware Corpora ion, r behalf o the corporation. He/She is personally Gown to me. Notary Public, State and County Aforesaid OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,-0% ignaturCe Notary Seal CtNIIF1ED COPY MARYANNE MORSE CLERK OF CIRCUIT COURT SEMIN LE COUN ` LOR A dlEPU (;t F AUG 18 2003 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages I.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 30 XXXX APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 120, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.#####°I NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIPCOMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 1202890045 E 4/17/95 4117/95 A 24.6 B10. Indicate the source ofthe Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined E Other (Describe): NEAL HILER ENGINEERING, INC. 811. Indicate the elevation datum usedfor the BFE in 139: E NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes E No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: E Construction Drawings" Building Under Construction' Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO 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 orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes E No o a) Top of bottom floor (including basement or enclosure) 28, 4 ft.(m) o b) Top of next higher floor N/A . ft.(m) U) a o c) Bottom of lowest horizontal structural member (V zones only) N/A. tt.(m) o o o d) Attachedgarage (top ofslab) N/A. ft.(m) E , o e) Lowest elevation of machinery and/or equipment W servicing the building (Describe in a Comments area) WA , ft.(m) E o 0 Lowest adjacent (finished) grade (LAG) NIA. ft.(m) Z' o g) Highest adjacent (finished) grade (HAG) N/A. 8.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available, 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: GALEN K. BELL LICENSE NUMBER: 4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. M ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STVO, 4TE.180 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 8/27103 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Porky Number XXXX APPALOOSA COURT CRY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/oompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FORZONEAO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top ofthe bottom floor (including basement or enclosure) ofthe building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6.8with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in,(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, isthe top ofthe bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E forZone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the hest ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E fora building located in Zone A (without a FEMAassued orcommunityAssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED CERTIFICATE OF ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _, _ft.(m) Datum: G9. BFE or (in ZoneAO) depth of flooding at the building site is: — _ fl,(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 Permit # CITY OF SANFORD PERMIT APPLICATION Date: c2;' Job Address: Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building y Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Tempor2ry Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial ` Occupancy Type: Residential / Commercial Industrial Total Square Footage: -0U S Construction Type: # of Stories: I # of Dwelling Units: ' Flood Zone: (FEMA form required for other than X) Parcel #: , ^ (Attach Proof of Ownership & Legal Description) Owners Name & Address: A e't,R - TC 3r 1 F aI-t Zr-j tiiCG 1V ilJ #Z1 1NiJ.l. JZ Phone: Contractor Name & Address: C" E` 31 Z c k' y State License Number: Phone &Fax: -4 9Q - A-L f ontact Person: t t-( QZk_L_C0 Phone.A0-:kJ7 9 o I_ Bonding Company: f Address: _ Mortgage Lender: Address: Architect/Engineer: A. l _ Phone:401 1-14._tCT- .,.__. Addressw Aal1fpg '"/4 Ek-, • R,)AC-i0y1F' Fax: A03 I -zA Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of p i "ficat that I will notify the owner of the property of the requireme f Florida Lien w FS 713. Signature of Owner/ ent Date Si ature of Contractor Aent Date rint Owne ent's Nam r/Agent's ame Signature of Notary -State of Florida to Signature of Notary -Stateof Florida e rATRCL& CQLiLfON i. OF ,, I Owner/Agent ` ES6"t),o`tDfkle r' Produced C. OMMISSI APPLICATION APPROVED BY: BldgJf t'll 9'--l2 3 Zoning: r \ e'-(\ tial &Date) j.- r— Special Conditions: PA `I CoU} i N to M Cont AV4RgfTC'7 IllAor roducd,t;[>t1'n'r S.,i1Y' F_°:ti" r'1t'C f?XP. VL 1 'GG,Zvvp Utilities: FD: Initial 4 Date) Initial & Date) (Initial & Date) CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 f PI-IONI:' 1) (407) 330-5630 APPLICATION FOR UTILITY SERVICE A C C O U N T( I- U L L N AME) -id7dvl FAX 11 (407) 328-7367 SERVICI: ADDRESS , bbl MAII.,IN(; ADDUSS(p25p 1Q j, QZ- SLIP 3 TURN ON DATE SINGLE FAMILY RESIDI-.NCF. i1L1 1WU11.JL1VL., L. Ow ,X1 f - 1 COMMERCIAL WORK11}p- SOCIAL SECURITY# N 3-pl OWNER OF PROPERTY D,'Z. 4or- HOME# f\)- I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUSTPROVIDEPROPERIDENTIFICATIONANDANYOUTSTANDINGCHARGESMUSTBEPAIDATTHETIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER S ALL OUTSTANDING CHARGES. AM ALSO RESP N THE HOME BE O R DAMAGES ( I UNDERST SIBLE FOR MAKING SUR RE THE SERVICE IS EST IS ED BY WATER FAUCET T JNON-PAYMENT OF MY VICE ADDRESS. I MUST PAY T ALL FAUCETS ARE TURN RED. THE CITY IS NOT I IAI WILL STOP SERVICE. SIGNED-, DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR 0ATE FF I hearbv name and a Limited Power Of Attorney t: Craig Coulton and rC'GL' ! r.c)n each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply t The Building Dept. of: C 1t, ci sanV6ri For a residential permit for work to be performed at: Lot # : 12O -P 2 Subdivision: W&Uls Cross I 0 Address: And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing in trum t was acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who is personal kno n to me. State of Flo a IC A N VITONLJCIIICTEOFctOItIDACountyoOrangeAgYPU6LICS - pD13 N COMMi55tON FOXY UL1 Notary Public Signature Notary Seal CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for gs drawn ures (not scscale, fences) Cl 2. Two (2) complete sets of constructiondesign Complete sets to include: a. Foundation plan Indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan Indicating Interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Mote the State of Floridn requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) o C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Englneering Department or subdivision plat. all wall sections to housed In the structure. Bearingd. Cross sectionsnon -bearing inter and exterior. Show all components of wall section. e. Framing plan for floor joists where conventionally framed. Plan toIndicatespan, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footagest AV2 S.F. Garages/Carports Porch(s)/Entry(s) `—` S.F. Patio(s) S F Conditioned structure S.F. 4-2Total (Gross Area) -4 S.F. Code Forms (Form 600-A-97) 3. Three (3) sets of completed Florida Energy 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. O b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford; FI (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors. will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie bead" - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing ill Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE IDy Owner orAu ed Agent) PEST .. G O±NT.RC> t . Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name ,•D S: Address b23p City/State/Zip-lAO, i 32 zZ Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email Phone & Email INSTALLATION ADDRESS: = H2O 2 ?f SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: rQ> &'-r- 2 DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALLGOVERNTHERELATIONSHIPOFTHEPARTIES. 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, andallapplicablerecommendationscontainedinliteratureprovidedbyDowElanco: 1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof, 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and4. during those years, inform the Customer of: a. any new or increased termite activity noted at the Stationsb. any addition or. removal of Recruit* ofRecruit* termite bait; andC. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanMay,4 maintained for the LIFETIME of the Identified property subject to the terms and conditions of thisagreementfor # per 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 area(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or underthearea(s) baited. At no time will damage caused to any portion(s) .of the Structure(s), even by an active wood destroyinginsectinfestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES. OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WOFURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACWORKMANLIKE SERVICE. TORPROMISERELATINGTOTHEPRODUCTORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY, CustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of compensatory, Incidental, consequential, exemplary, punitive, IiquIdated, treble, or special damages value, economic, if any kind, and in no eventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)it Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy orsensitivityconcerningodors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. i. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All componentsoftheSentrlcon *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 by the Customer toretrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protectlonordiscontinuingtherelationship(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) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;_ (5)retrieve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (I)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of . the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or suppliesoccurs, the Customer will Immediately notify Apex in writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the, time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. Ail payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida, If any part of this Agreement is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfilling Its responsibiiities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other net of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures fot commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all the provisions of the Uniform Arbitration Act as In force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the ofilces of Apex or It! designee. The arbitrator will have the complete power to determine all issues of fact and law, and any determination of the arbitrators wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, in Its sole discretion, that it is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing tTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the identifie Property for any purpose contemplated by this Agreement, Including but not limited to re -inspection, whether the Inspection was requeste by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After thinitial12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510 407-459.2847 407.858-0540 813.221-2847800-929-2847 888-764.2847 877-459-2847 PLOT PLAN DESCRIPTION (AS FURNISHED) LOT 120, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 120 CONTAINS 6600 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 519 SQ. FT. t TOTAL SOD 3702 SQ. FT. t k V, = 30, GRAPHIC SCALE 0 15 30 A,— POS APPALOOSA COURT TRACT "A" 50' RIGHT OF WAY NEI '35'18"W 221.80' 1wl CENTERUNE OF Rio RIGHT-OF-WAY v. 4 60.00' S89'35'18"E 10' DRAINAGE EASEMENT." DRIVE' 14.8' COVERED 0 IT ENTRANCE LOT 121 BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. 5 PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES Y. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION T FOR CONSTRUCTION. BUILDING SET BACK LINES SHOWN HEREON IS PEP. DATA ZNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES Y. 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 PROPERTYAPPEARS TO LIE IN ZONE A AREA WITHIN 100 YEAR FLOOD PLANE. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 120 AS BEING S89'35'18" E PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM41933 raE11SEo DEscraanoN 7-24-03 .ALL DRAWN BY: PLOT PLAN 6-9-03 SOO W 10. 0' 362. 88' 141. 08' PC PROPOSED o a I MODEL 1965 m m FINISHED FLOOR ELEVATION= 28.4 I iv I LOT 119 I N 40.0' I O 40. 0' 10. 0, J 0LOT 120 a DRAINAGE TYPE 8 I N89' 35'18"W 60. 00' TRACT „ G„ P 1 ' 1• r BAKERSCROSSINGPHASE1 - PLAT BOOK 60, PAGES 27-2C91" LEGEND BUILDING SETBACK UNE CENTERUNE MLW MINIMUM LOT WIDTH POO POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE XPROPOSEDELEVATIONPCCPOINTOFCOMPOUNDCURVATURE POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENT CONCRETEoDENOTESDELTAANGLELB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR - C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY CALC) CALCULATED - TYP TYPICAL FND FOUND A/C AIR CONDITIONER C/-" CONCRETE WALK COW CONCRETE BLOCK WALL S// W SIDEWALK RP RADIUS POINT CIS CONCRETE PAD R RADIUS PB PLAT BOOK CS CONCRETE SLAB PGS PAGES C CHORD LENGTH NG NATURAL GRADE R/W RIGHT-OF-WAY SO. FT. SQUARE FEET ORB OFFICIAL RECORDS BOOK 1, THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH 1MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER 1-8#63f 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- ( 407) 426-7979 2 03 FOR THE FIRM 4 R. MUSCATELLO JR. M#4 28 DATE s CAULK BET VEEN INC BY WOOD CONCRETE OP WOOD BUCK 6 BUCK By OTHERS r NA$ONRr OPENING BT OTHERS HAS I. OPENING 9Y OTHER+ CAULK BETWEEN WINDOW FIANCE L WOOD BUCK\ c T n'` MIN. iL A EMBEDMENT B.V. 1-1/4' MIN BUCK STALL I 'IEN;tED.4Ervi INSTALLATION anCHCa,'V111n I I ONEBYWOOD3/16" DIA. TAPCON D BUCK Br OTHERS — SHIM AS REO'D. RiGID VINYL __I/4" nAx- GLAZING BEAD (AEE NOTES) INSTALLATION ANCHOR. (TYP.) 3/ 16' 0IA. TAPCON STUCCO SHIM AS REO'D- BYOTHERS1/4' MAX. GLASS vERIHET£ R (SEE NOTES) (TYPXSEE NOTES) CAULK BY. OTMERS 1l FLANGETiP£ IU, FLANGETYPEWINDOWFRAMEWINDOW FRAME. JAMB CAULK BETWEEN HEADER WINDOW FLANGE PERIMETER RIGIDVINYLLWOODEUCKCAULKGLAZINGBEADBUCK GLASS BY OTHERS DOW CTIP.) SEE NOTES) V.V. GHT) ( WINDOW WIDTw- B. H. 8LICKCAULK BETVEEN HEIGHT) WOOD BUCK 6 CAULK 6ETVEEN WINDOW M S'Y.. OPENING FLANGE 8 PRECAST SILL BY OTHERS V/ VULKEM 116 ADHESIVE J CAULK, OR APRV'D. EOL. SECTION B — B FLANGE TYPE PERIMETER WINDOW FRAME CAULK SILL BY OTHERS 1 a W.W. CAST SILL a cA+ By OTHERS SECTION A B C NOTES -A 1) SHIM AS P.EO-D, AT EACH INSTALLATION ANCHOR. MAX. ALLOWAE!E SHIM STACK TO BE 1/4', O 2) WINOOW FRAME MATERIAL; ALUMINUM ALLOY(6063. r- 3) INSTALLA71ON ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE I MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FL.MNGEAT M. AD h JAMES. SILL MUST EE ATTACHED TO THE SU?STR,TE WITH I WLKEM 116 ADHESIVE CAULK OR APPROVED ECU-L. 5) USE SiLICO'ZED ACRYLIC CAULK FOP. PERIMETER SEAL AROUND L,,/.H. I r EXTEP.: CR OF WINDOW FLANGE. F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CH'RT. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER S1 E. FOR. 7_ APPROPRaTE DESIGN PRESSUPE REO'O. 7) GLASS THICKNESS MAY VARY PER TY.E =: l:iF,EMENIJOF A51M E1300 GLASS CHARTS. r1Tl j B) LETTER-ESIGNATIONS ON THE TAPE ON ! r Ai:ON CHART Dil=' WHERE TA-7-CONANCHORS ARE TO SE INSTAL'— WHEN US;."C 4XTERIOP EL_FVATIONAS A KEY. 9) ALL FACTORY APPLIED HOLES_ NOT, DESIGNAT.O FOR TAPCON ANCHOR SHOULD BE FILED WITH 8' SCREW- OF 5UF=iCE--, LT:H, TO PROV'C_ MIN. - IN EMB EJM- 1 N rp SUCK r-• 10) ' FLORIDA _xTAUDErti IGGO c 1. . S Nt, IS SHrlW1 -IS r PRINT A -SC ,t=o._IES 7 Fin x ._ 157C ..C I SERIESS:NG' E HUNG- O ON I ) WHIR_ N'\.r•.Y 1: IN_ ___ .N ...-_ - - . `1G S, RUC7 7w.l .- SUFF IC'=`1T \'i f ,-: r)yI E.y CONCRETE OR MASONRY OPENING BY OTHEP.SBY ITHERS c O v TAPCON LOCATION CHART CALL BUCK, LOCATIONS IN HEAD I LOCATIONMM SIZE SIZE 30PSF TO aO. 41, TO 70PSF 30PSF TO 40PSF12 to /a X258 E F,G13 IDI/8Y37 3/8 6 8 F.G4 t81/a x 49 5/e B B F,Gs5 18I/8Y 55 1/. 8 8 IF 15 18 $/a x 62 6 8 F,G7 la 1/8 1 71 B 18I/8 x 836 F.G 1. 2 25 1/2 x 25 8 8 F.G Ina 25 1/2 x 37 3/8 8 8 F,G F,G IH4 25 1/2 x 49 5/8 8 8 F.G F,CHJ1 H4525 1/2 x 55 1/1 EI 8 FA F,CHJ I115 25 1/2 x 62 B B F,G F,C.HJ In6 25 1/2 x 71 8 8 F,G F,G,H) H7 25 1/2 x 83 B 8 F.G.J. K GJKF,C,! K 30 1/2 x 25 29 1/2 x 25 B 6 30 1/2 + 32 3/8 29 1/2 x 37 3/8 8 8 F,G F.G 30 1/2 . 50 5/8 29 1/2 X 49 5/8 B 8 F.G F.GHJ 30 1/2 + 56 1/4 29 1/2 x 55 1/4 8 fi F_C F,G,HI 30 1/2 63 29 I/2 x 62 8 6 F.G F,G.MJ 30 t/2 72 29 1/2 x 71 8 6 F,G.HJ F.G.HJ 30 1 2 84 29 1/2 x 83 B 8 F,G.J KF.0 J K2_ 36 X 25 23 36 x 37 3/5 B F,G F,G 24 36 Y 44 5/6 8 B F.GF,G.H) 245 J6 x 55 1/1 B B F.0F,G,Hi25 36 X 62 6 8 F.GH.I F,C.HJ26 36 x 7t B 8 F,G.HJ O.Ei.GH.1 27 36 x 83 E B F.G.J.K F,G.H,I,.1 K42 x 26 41 X 25 T. 42 + - 3/e 1 x St 3/L B 6 F,G F.GMJ 42 . Sa 5/8 1 x .9 5/5 8 9 F.G F.G.HJ 42 56 1/4 41 x 55 I/+ B E F,GJI1 F,GHJ a2 x 63 11 x 62 6 B F,GHJ O,E.F,GHJ a2 . 72 41 x 7t 9 B F,GH,1 D.E.F,GHA 42 + 6- al x E3 8 B FGJK F,GH.I.JK ad . 26 471 x 25 5 A,C F.G M.G 48 3Z 3/3 47 37 3/2 o A C F,G F,G.H I 48 50 5/3 47 x a? 5/3 B A. F.G F.c :.. 4,^,4, Bo>'3a 47 Y 55 1/ 5 A.0 F.GHJ f,GM1 a7 x 62 8 A.0 F.GH.1 O.E.F.CHI sd . 72 47 x 7) 8 A.0 F.GHJ O.E.F.G:`U 4„ ds 47 xe] Par F K D FGH1 32 52I/3 x 25 8 A,r F,G F,G 33 1/a x P 3/Z A,C F.G F.G .11.1 3< 52 1/- x +9 5/d c A.0 F,G,r..l F.G .HI 3;5 52 1/8 x 55 1/18 A.0 P.GH.1 O.E.F.G.M 35 5? 1/ 3 x 6z A,C F.G.H3 O.E.F.G.n,1 36 521 / 3 x 71 6 A.0 F G H 1O.E.F,G,n,l 37 5? 1/ 5 x 5) A.0 F.G.J.K. O.E.F.G.J.KJK 37SI_'E NG7 A`A:LaEL_ IN 1000 CP 1500 SERIES. FLORIDA EXTRUDERSINTERNATIONAL. FORD, FLORIDA T1TILE 1NSiA! N I I= S ! 000 i 500 ., =000 DRAWN B. I APPPOVED B'1: DATE ! U: 11-/'_ _ ,_ C>LE ... IDWG . , L _XiJU 1 = t LATHING T OTHERS i YNSTALLATION NOR SCREW cTYP EXTERIOR FINISH _X BY OTHERS PCRIHETER CAULK BY OTHERS FIN FRANC HEADER INDpvU01( EXTERIOR PERIMETER CAULK BT OTHERS XTERIDR FINISH —/ IY OTHERS B INSTALLATION NCHOR SCREW (TYF, SHEATHING BY OTHERS F NIK NAX. AB INSTALLATION BEDI€NT HIMSHIM SPACE ANCHOR SCREW (TTP.) CAULK BEHIND FIN SHIM AS REO'D. Tv BY FRAMING BY aromas iVO BY BUILD DOWN BY OTHERS SEE NO ES) J CAULK BEHIND FIN FIN FRAME JAMB NOTES: SHIM AS REO'D. 1) SHIM AS REO*D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING NOTES) SHKA. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. GLAZING (TYP. V'sEE 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SEE NOTES) V(' NAX 3) USE SILICONIZED ACRYUC CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. i' KIK r qN SPACE 4) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF Howl WINDOW FRAME. - L 5) CLASS THICKNESS MAY VARY PER THE REWIREMEN7S OF ASTM EOUAL CLASSCHARTS. SINGGLAZING K SHOWN. INSULATING GLASS IS ALSO WALIFlED. SHEATHING 0 SCREW ANCHORS AT HEAD. SILL & JAMBS SHOULD BE /8 SCREWS OF SUFFICIENT By OTHERS LTH. TO PROVIDE MIN. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE 18 SCREW ANCHORS 6- FROM CORNERS AND 24- O"C. MAX. EXTERIOR 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY EXTERIOR FINISH OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY BY OTHERS. TRANSFER LOAD FROM WINDOW TO THE STRUCTURE_ 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIOA EXTRUDERS 1750 SERIES &, 2000 SERIES.—vINOW WIDTH PERIMETER CAULK 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF BY OTHERS THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B-B10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS" GLAZING (TYP. SEE NOTES) FIN FRAME SILL SHIM AS R£O'D. — SEE NOTES) / T L v, rax. W., SPATE IIII \ 1 1 EXTERIOR E! EVATION TWD 3Y 3, OTHERS c CAULK BCH;Np FIN 1'y }LTiIJ J • 1" NIN, 1: { R eIDtacNr SEC 1111iJ A -A q, # — EXTERIOR EL _VATION FLORIDA EXTRUDERSINTERNATIONAL. , LRI TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES 20 2 DP.AWN BY: B B APPROVED BY: DATE:02/14/02 ISCALE:NTS IDWc.: FLEX0037 w 101, ONE BY BUCK BY OTHERS CAULK BETWEEN WINDOWFLANGEItSHEATHING LYWOOD (TYP)_ . BY OTHERS EXTERIOR FINISH 8Y OTHERS PERIMETER CAULK BY OTHERS WINDOW FRANC HEAD WINDOWHEIGHT EXTERIOR WINDOW FRANC — SILL PERIMETER CAULK BY OTHERS EXTERIOR —\ FINISH BY OTHCRS INSTALLATIN•( ANCHOR 1-3/8MIN, EMBEDMENT 10 SCREW ' BUCK WIDTH 1/4_ MAX. SHIM SPACE BUILD . DOWN CAULK BETVEEN BY OTHERS TWOC BUCK -- ALSO APPLIES NOTES STWO FRAMING t:ONCRETE TO SILL) 1) SHIM AS REO'0. AT EACH INSTALLATION ANCHOR TH LOAD SEARING SHIN- MAX. BY OTHERS ,BT OTHERS _ ALLOWABLE SHIM STACK TO BE 1/1 . ._ 2) wIN00w FRAME MATERIAL: ALUMINUM ALLOY 6063. 1- 3/8- MIN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTH. TO ACHIEVE SHIM AS REO•D EMBEDMENT uIN. EMBEDMENT OF 1-1/a" INTO MASONRY OR CONCRETE. J10 INSTALLATION (SEE NOTES) INSTALLATION ANCHOR SCREWS AT HEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE /-3/8' nD SCREW MIN. EMBEDMENT INTO WOOD FRAMING AN OBUILD DOWNWHERE REOUIRED. - c INS TAUATONANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS & 24 IN.. U cD. C.MAX'MA- vINDOV FRANC tBETVEENta' _ 'Y` 4) USE SILlCONIZED ACIMCCAULK BEHIND MANDOW FLANGE 'AT HEAD. SILL & JAMBS. JAMB t VIN FLANGE ' '"J• 5) USE 'S& CONIZFD ACRYLIC CAULK FOR, PERIMETER SEAL AROUND EXTERIOR OF V00 WINDOW FLANGE.- - 'GLAZING <TYP:• i'•A ' fi 1/ 1 MAX- '.67 GLASS THICKNESS "MAY'VARY '.PER THE REOUBLEMEMS OF ASTM 'E13W GLASS SEE NOTES) - d 5 + .r er,,t' SHIM SPACE CHARTS. SINGLE GLAZING SSHOWN.-BYSUTATING'GIASS i5.A150, O11ALtFIED S 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW 'FRAME70. BE ENGINEERED OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE •` ar. y'Hi ''„ 8) FLORIDAEXTRUDERS1000SERIESDESIGNERWINDOWSHOWN -THIS PRIM A150 Y APPLES TOFLORIDAEXTRUDERS1750SERIES& 2000 SERIES. ` .CDNCRETEOR 9) ELEVATIO S SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK - BT OTHERS SHIM AS REO'D CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750. & 2000 BY OTHERS SEE NOTES) SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS_ - 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW WIDTH MULLION. SEE MULLIONINSTALLATIONSHEETSFORREOUIREMEMTS_ - GLAZING (TYP. SEE NOTES) SHIM AS RED' D SEE NOTES) CAULK BETWEEN —/ d WINDOW FLANGE QItONE BYWOODBUCKCAULKBETWEEN WOOD BUCK t MASONRY OPENING BY OTHERS CONMFSCOIPYE DR Sc- C I ION A —A BY OTHERS BUCK HEIGHT Ls1; MPA EXTERIOR, ELEVATION G t1 L 1 - 1/4- MIZdJN1'RAL FLORIDA B. O. A.l~.- E.9EDMENT,g,T T p g Fg$L.M, jjff H INC BY WOOD tT11 NUFAL14JjL` R 1"'• : BUCK BY 0T!£RS G I` IN`. IALLL. 7t1;: APIL riOF YL4llEib 1'l1yHU EXTERIOR FINISH - SECTION B—B BY OTHERS WINDOW WIDTH - A WINDOW HEIGHT B BA EXTERIOR ELEVATION FLORIDA EXTRUDERS'NTERNAD, FL, IDA SANFORD, FLbR[DATITLE: FLANGE INSTALLATION DETAIL W/ FRAME BUILD DOWN DESIGNER, FIXED WINDOW 1000, 1750, B 2000 SERIES DRAWN BY: BB APPROVED BY: DATE:02/12/ 02 SCaI_£:'1TS IDWC.: FLEX0036 I q SHEATHING BY OTHERS STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS INSTALLATION ANCHORSHIMASkE'D'D to SCPEv SEE NOTES) CAULK BfiWEEN 71 TWO BY WOODDOORFLANGEBYOTHERSLSHEATHING TAI atijurl,-, r7 .H- o IOA f RyQERS _ - SLIDING GLASS DOOR, FRAME SILL 1/4' MAX. SHIM SPACE 1-1/8" MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD GI TEMPERED GLASS (TYP-) S - DOOR HEIGHT 11 EMBEDMENT DOOR WIDTH SLIDING GLASS DOOR FRAME JAM.. TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS SECTION B-B A' TWO BY Woof 1-1/8 HIM ///_ By OTHERS FMRFDHENT SLIDING GLASS SHIM AS REO"D. HOOK STRIP SEE NOTES) INSTALLATION ANCHOR t8 SCREW CAULK BETWEEN DOOR. FLANGE a SHEATHING SHEATHING BY OTHERS TEMPERED STUCCO (TYP-) OR SIDING BY OTHERS SLIDING GL... INTERLDCK HOOK STRIP DETAIL WOOD ERS AULK BETWEEN OOK STRIP L HEATHING 1-1/2' Mlri EMBEDMENT 2 DOORINSTALLATION SCPSUn aLtDT 6D67. 21 O INS1ALLwTO GOD. TA JST BE OF S_TALLATION LENGTH TO X•SILL T EMBEDMENTOF , ICIE INTO WOOO. TAPCON IrMI INSTALLATION 1-1/4- N SILL MIST R C6SUFFICIErviLENGTHTOACH1EvEMANEEMBEDKHTT1-I/t' In10 MASONRY OR CONCRETE. 31 INSTALLATION ANCHOR CHART -ON BACK Or THIS SHCET. USE SIL ICONIZED ACP.ri IC CAULK BEMIrvO SCR CLAKa AT HCPD t J4`195. USE SICi DOQiED KRTIIC T LISTEDEDR ANCI TER SEAL wSE A EXTERIOR Tl 00IS. 6) L GER DDDR SIZE IS NOT PRINT IN SIGN PRESSURE USE AKHOR OU/wTl it U$iED WITH KXILARGERSIZE. FOR I ZE a.USE CLOSE DCSIGN SDOOR REO'D. 7, FOR POCKET OOL SIZES u`_E CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING B PLACE INSTALLATION AMC)aRS, IN FRONT OF HOOK STRIP AS SHOVN. 8, GLASS THICKNESS MAT WART PER REOUIREMENTS OF aSIN C1300 GLASS CHARTS. f 9, DOOR wli li wPPROvEO uSIMG 7EnPERED GLASS IN SINGLE GLAZED OR INSULATING GLwSS ID1 7•n0 SILL CORK31 ARE TO BE SEALED VITH A SMALL JOINT SIAN SEALEP. n, SHIM AS REU'D. A; -A. SE OF INSTALL AIION ANCHORS. MAX. ALLOWABLE SHIN STACK TO BE 1/+". 121 ALL INIO STALLATNANCWRS MUST BE MADE OF CORROSION RESTS TANS nATEPfaLS. A I 131 vNERE -X• RE?RE:EnTS nOvl•`+G PANEL AND 'O' REPRESENTS r1AED PANEL ' PROVED COKIGURA7ICMSAREASLISTEDONANCHORCHARTONBACKOFTHISSMEET. E X -A-A'. XTION NDiAllCDKIGURAiIONSLIST--) SHDVN ON THIS DRAWING- HAVE ER INSTALL ETA APPINS i PEL_AII N SECTIONS '9-9' L HGOK SRI°vAOF ALL APPROVED CONE IGUPA T IONS N i{ I G _ 1-I/4' MIN. z PEL DCGP. SHOVI4 d A LIBER. ALLT A? Plr r CAULKING UNIDER SILL ... OR CET SILL IN 'NSTALLA70.N ANrF.OPI IOF CONrR_I3if5• Di= TAPCON s F 11N— 2002 15, FLORIDA EXTRUDERS TWO SERIES SLIDING GLASS DOOR IS SHOVN. THIS PRINT PESO APPLIES TO 2000 SERIES AND 500 SERIES. DESCRIPTION DATE i INI CXTF L[IP IDAINTEIDC.RS SANFORD FL. TITLE: SLIDING CLASS DOOR INST^!_L^ T ION \,/ ITH K"' SCREWS DP.=.TYN BY: H I sPPPOVED BY 1 DATE: !21!7/ 01 ISCALE: NT_ IDWG -LrxN27 > i I cr IOC: 2 /DcSTuP` c TYPICAL MULLION TO CONCP IE C JA%/F - r 300 F J / ES',•GIr=R f (AFOLtES 70 JA J° 1YHERE I ` % 4` QSILL (T ) 1 STiL 4 I d. 2 X 4 TUBE MULLION S A4E uSEC; oeYvli S_- r i §Fkfi4 77 Lr ' t r ,, +TAFFINu S4` CONCRETE CR,MAS TvRY-\ I AFriNG SMS i s.. .. .. . • Sd-_ BY OTHER X IU'_'E YJ Lint, T i r TvEF MULLI N SEA A,4VBETJErh t £. 1(T i L -i ; `: - - ONE BY WOOD / S WINDOW FLAtrClc;: I EL>< . HY OTHERS MJLLLJN T a 1D AT y g yyyp .D 'q n iLil.II.r i' LOPJDA - B. J. A. T . .. _ i ALANT BETVEEN} q8 X 3/4 SELF '_ t7i T TI A9 % 3/4 SEL7 /vy NAME: , ENDOWFLANGES - _ :1000 Sk' TFrPur3 SMS ..:: "'OvO Sr'.-_=T ING'.SMS - lr v1 RPPMJL..• I01J .. - - Mt,RTi. (ITPa `. ' r,py cl tPa-'GDR/DA.'>EX`r"RVDERS _ SECTION' ' SAL94TBETWEEN / }g•, L'•'7A—A i2) - - WIND oV FLANGES SECTION A—r t 7) - r _.: _ .. MASTZ-H Fes.. # L l4J1- 1-I0N` - IOOu P V YGE rGPiER a lOCOF, V./DESIGNER U* r slit TYP.) K _ I _ "00 X 3!4 SELF _ . IO^_C P.W./DESIGNER X 3/4SELFJ } ILj' 1 TAPSN$. I X c 711 X i/H SILL (TYP.) TAPFiNG SMS i Xc7J16X ' TUHc 1L+ ION M r TUBE. MULtIIINk / p2 % 3.'4 SELF TAFPIhS SMS B X S % 3/ I, s TUBE MULLION IJ SE' A N BETWEErYP - WINDOW.FLANG S- NZ S MULLION .. - . . SEALANTBETWEEN JINDC J FLANC l S h L•_ ION! 1 S I F - rs_ ` t -00 X .:/4.SELF - I TAPPING.SMc l e-- IOCC i TAPPING SMS 1 3G Sri. HEAD (TYP. HEAD .TYP) I SEALANTBETV__N` C; i TiQN A•— (JA—A (4 - WINDOW FLAN.._S L _N.: LLION rrrn rr• rN.-k „ c rV N - 1000 F W./DESIGNER DETAIL TNSTA+'—ATION ANCACP 3/ I6' CIA. TAPMN' SC<<V ANCHCR EXTERNAL µ.A_LION INSTA.• ATIOfJ CLIP 1 1/ 4, MIt•1 EMZEC'r,ENT MULLIONSELL ( 4t/ mow• JIACG,! fuVar r Si aYP.) ... _ . ?c' X 3/4 SELr ELEVATtO 6 muLLION c t I AP=LNG SMS l e x 3/c ScL tl X /{ S`` ViE`t.,ED`FROM EXTE4IGR APFiNei SMS X'I/@ - Tf"FING SMS ^ . r, SECT! 0N =—A• i7 a I r r 1 X 4% 3 & vu0 S.H. IJHLLMJv_(UN %ZE u" i INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA itTLE: c, < I nr; e, / j o. = _A,N 1 1_n ` '1.,_T .. i. al 1 1 \I I r7 n I •• _ Y_ _ + i l h rlt 1•IV=_a HIV _ • IN PRE 31j.,- DRatYN BY: APPROVED BY: E ----- r., :nno ;nATV- SCALE:.. DWG.: .•`I. I_ll r: 1 MI OAOE PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 , Pittsburgh ,KS 66762 MIAMI-DADE COUNTY. FLORI METRO-DADE FLAGLER BUILD) BUILDING CODE CONIPLIANCE OFF METRO-DADC FI,AGI.[.R BUILD 1.10 W1Xi, rt.AGtnt s'nzrL" I', surni 1 MIAMI, I-LORIDA 33130.1 305) 375-2901 FAX (303) 3754, CONTRAC."rott .u:rNSINc u:rr 305) 375.2327 1'A\ (303) 373- U'1'IL\C."!'Ult 1;\ 1 UIiC'ls l! i:Y'1' t>I1'tti 305) 375.2966 t-'A\ (305) 375- PRODUC. r CON'i'1toi, wvi,, 305) 375.2')02 FAX (303) 372- Your application for Notice of Acceptance (NOA) of., Entergy 6-8 S-W/E Inswing GIazed 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 -Day County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. if product -or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if i determined by BCCO that this product or material fails to meet the requirements of the South Floi BuMin, Code. The expense of such testing will be incurred by the manufacturer. c-- ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Ratu tcoariguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SP Cir-IC AND GENERAL CONDITIONS BUILDINIC CODER PRODUCT REVIEW CONIMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions forth above. APPROVE D: 06105/200 i Francisco 1. Quintana, R.A. Director Mian)i-Dude Count' Building Code Con)plilnce 01'11C Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCt;: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressume Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-W/E Inswing 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)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date byMiami -Dade County Product Control Division, These documents shall hereinafter be referred t the approved drawings. 3. "LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the ang!c between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hum( p; otection system,. S. LABELING 5.1 Each unit shall bear a permanent label with talc manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIREINIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the: approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building OCIu ial or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this system. Mane t Pcrcz, P.E. Product CoC Exan-. Product Control Division Premdor Entry Systems ACCEPTANCE No.; 01-0314.25 APPROVED • JUN EXPIRES April 02, 2006 v NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acccptance (approval) shall be considered after n 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. Rentwals 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 seated the required documentation initii submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate feel and granted by this ofiicc. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acccptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by th6 words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. if any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section ofthis Acceptance shall be cause for termination and rcmova) Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCEP"'ANCE lyv_P_A — Manu Pcrcz, P.E., Product Con tr scam Produ 'ntrol Division COP-WL•MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height —Inswing tSinglesI MasoniteI 11' 1 1• 1 1 r 2'0" 2'6" X 2'8" COP-WL-MA0141-02 02-0419,08 52.0 NO 2'10" (Application Filed) 3'0" 3'6" Not Listed Not Listed I — I — 2'8" + 1'0" 2'8" + 17 2'10" + 1'0" 02-0419.08 210" + 1'2" COP-WL-MA0143-02 (Application Filed) 52.0 NO 3'0" + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 210" + 1'0" X0, OX, OXO 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" - 3'0" + 1'0" 02-0419.08 1'2" + 2'10" + 1'2" COP-WL-MA0144-02 (Application Filed) 52.0 NO 1'2" + 3'0" + 1'2" 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" I 210"+2'10"+2'10" 37 + 3'0" + 3'0" 2'8" + 2'8" t 2'8" + 2'8" 02-0419.08 2'1C" + 2'10" COP-WL-MA0142-02 (Application Filed) 52.0 NO ` XX, OXXO TV + 3'0" I 2'6" + 2'8' + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0419.08 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0145-02 A lication Filed I L ( PP ) 52.0 NO 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from 111e Masonite International website (www.masonite.com) or from file technical center. 3. Installation instruclions 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, sate or local building codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, 2L2 & PAK3. O aloft AR4EK'" 1,.. 1 t 1IIYhf, I.A C h_h•'1'NY 11 (In K{ N." Fb&. en"Ir Door1 Apt t ?9, ?002 Our rommu-.^.p prog-n ofp.xvn n iDeo.4mtal mNts sptOfC)tbns. Gt$gn and p'00uc1 f •(lu •"Ir I.omI Masonite International Corporation COPAML-MA0100-02 FIBERGLASS DOORS Glazed Unite 6'8" Height — Outswing X f 27 COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6" 2'8" 2'10" TO", TV Not Usted Not Listed Multiples1th) 20T + 1'0" 2 1-0—' + 1'0" 1 2'10" + 1'2" 3'0" + 1'2" MasoniteInternational iBCC 02-0418.03 COP-WL-MA0163-02 (Application Filed) r• / 1. 1 55.0 NO X0, OX. OXO i1'2" i I f IT + 2'8" + 1'0" COP-WL-MAO164-02 02-0418,03 Application Filed) 55.0 NO I 1'0" + 210" + 1'0" 17' + 2r8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 3T + 1'2" 2'6" r 2'6" - 2'6" 2'8" + 2'8" + 2'e" 2.1C"+2'10"+2'1C" 3'0" + 3'0" + 37 XX. OXXO 2'8" + 2'8" COP-WL-MA0162 r2 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MAO165-02 02-0418.03 Application Filed) 55.0 NO i 2'8" + 2'8" + 2'8" + 2'8" 2'10" +2'10" + 2'10" + 2'10" TO" i 3'0" + 3'0" + 3'0" Note 1. Cccr a. rzngements using fewer panels than what is shov;i in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonia 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 ASCF 7 (Minimum design toads for buildings and other structures). National, state or local building codes specity the edition required. 5. 1k4asonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miaml-Dade BCCO protocol PA201, PA202 & PA203. O ak r a f. AR r:. Ai< hNIkY 00O¢1 No .u"N hk«f.„en'n O. :. T owme o..o Iva i9. NO2 Masonite f ternational Corpora tior. Out :L,mnw:q propam of pta0t a f V,wemeat makes specificaliom. oesipn wd pmNcl 4.4;ou :t,tiw to cl anpe "414"1'01.Ce. Glazed Units COP-M-MA0100.02 FIBERGLASS DOORS 8'0" Height — Inswing l X r r 2'0" r r COP-WL-MA0146-02 r• 02-0423.01 Application Filed) 40.0 r. , NO 2'6" 2'8" 2.10" 3'0" 3'6" Not Listed Not Listed — M rr Xu. O,t, 1;<0 2'8" + 1'0" COP-WL-MA0148-02 fFIFflM I.r 02-0423.01 Application Filed) 40.0 NO ) 2'8" + 1'2" 2'10" + 1'0" 2'l0" + 1'2" 37 + V2" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 1 NO 2'10" + 1'0" + l'2' + 2'8" + 11 ' 1'0' + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" +2'10" + 1'2" 1'2" + 3'0" + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3.0" + 3'0" I XX, OXXO TV + 2:8„ COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO TV + 2 F" 2'10" + 2:10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'l0" + 2'l0" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: t- Door arrangements usiq fewer panels timr. w•har. is shown, in the above chart also comply under the product approvals shown. 2. Assembly detai!s are avaiiab!e from, the Masorite irrternalional website (www.masonite.com) or from the technical center. 3. Insia:la!ion instructions are available from the Rr:asonite Interialicnal website (www.masonite.com) or from the technical center. 4. Aclez; Lres'Tn prassure requirement for a spaci`ic cuilftg design & geographic location is determined by ASCE 7 (Minimum design loads for b6dings and other structures). National, state or local builaing 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 & PAM. 0ak eraft MTIEK" wo•.f. rr..." Ir f l"I.lr r:l..\iS I:N •1'k Y;n C](ll.t N•+-.T••W.yfOer,uE•vrOou. 1-10 2 ). 20"2 Cer'-A*na sy ye; x. Of ma"lti iar.pr0ro1em fines syc5fc.:brs. Crsgn .. ] "Y'I PREMraf•a.•,t „off,."//j v"e• l r/i.N r/VC/ Masonite international Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing Arrangement,(width) COP-WL-MA0166-02 it• • , 02-0423.03 Application Filed) 47.0 NOX 2.0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — 1' X0, OX, OXO tvidth) 2'8" + 1'0" 1 , COP-WL-MA0168-02 11' 02-0423.03 Application Filed) OPRating 47. 0 NO 2' 8" + 1'2" 2' 10" + 1'0" 2' 10" + 17' 3' 0" + 1'0" 3' 0" + 1'2" 1' 0" + 2'8" + 1'0" COP- WL-MA0169-02 02- 0423.03 Application Filed) 47.0 NO 1' 0" + 2'10" + 1'0" 1' 2" + 2'8" + 1'2" 1' 0" + 2'8" + 1'0" 1' 0" + 3'0" + 1'0" 1' 2" + 2'10" + 1'2" 1' 2" + 3'0" + 1'2" 2' 6" + 2'6" + 2'6" 2' 8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2' 8" + 2'8" COP- WL-MA0167-02 02- 0423.03 Application Filed) 47.0 NO 2' 8" + 2'8" 2' 10" + 2'10" 3' 0" + 3'0" TV + 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" 210" + 2'10" + 2'10" + 2'10" 3' 0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akcraff EK" Ea e,y 1 F' 1NI:Xo1..1Ss f:NINY UOo,Es Nn.f7 ae.rad fL«a,auE.wyGoon Apri 29. 2002 ocwt, nuing program of product 7moprcmenl mates specarceauons. design and modt urMasoniteInternationalCorporationdetailsuWea to cNnge wneom nolKe. Opaque Units COP-WL-M0100.02 FIBERGLASS DOORS 6'8" Height — Inswing 1 X 1- 2'0" 1 COP-WL-MA0101-02 01-1031.01 76.0 NO 2'6" 2'8" 2'10" 3'01, 3'6" Not Listed Not Listed f f 1 f f 2'8" + 1'0" 2'8" + 17 2'10" + 17 2'10" + 1'2" COP-WL-MA0103-02 3'0" + 1'0" 3'0" + 17' rf in 02-0109.10 Application Filed) 55.0 f. 1 NO X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO IT + 2' 10" + 1'0" 17 + 2'8" + 1.2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 17' + 2'10" + 1'2" 1'2" + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft AR 4 EK IDIENO1..SSS EN NY DOORS—T...— F.-&. (M D— Iola 29, 2DO2 Q., Lonf.nu.n0 OrOQram of drodu mprovMCM makes S"C iKal . dti'9n Ind drOduCf OM, Su0:tf1 W 0wot w:l .0 rg1:Ct PREM aZ, .11.t; Masonite International Corporation r a. Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing ArrangementSinglesI 2'0" 2,6" X 2'8" 2'10" 3'0" 3'6" MasonitInternationalI1 COP-WL-MA0121-02 r 01-1031.02 r•Rating 76.0 Ill. n NO Not Listed Not Listed Arrangement1(width) X0, OX, OXO 2'8" + 1'0" Masoniteinternationali COP-WL-MA0123-02 02-0109.09 Application Filed) DP Rating 55.0 impact NO 2'8" + 17 2'10" + 17 210" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1Y 1'0" + 2'8" + 17 17 + 3'0" + IT 1'2" + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. • 3. installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Q O akc Taff 1 AR k EK" E•<lu<vely I,om 1 a <Aflht,.01.Ass EN7'Ity t0001ts N T.+ ffEwN"E".n D^on l IJYIvi?f'r,-Ao m o•• +rr oee.. WrE 9. Ip02 Masonite International Corporation Our cooUwhp program of product irrtoro wt makes spccaiOtions. desgn 4"0 woducl petal WNW t0chanoe wi1110N notice. Opaque Units C0P-WL-MA0100.02 FIBIERGLASS DOORS 8'0" Height — Inswing X t • 2'0" t . COP-WL-MA0106-02 l.t• • I 02-0109.08 Application Filed) I• • 70.0 t. •t NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed t X0, OX, OXO tMaionite Intemallonali.t 2'8" + 17 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" COP-WL-MA0108-02 3'0" + 1'0" 3'0" + 1'2" I 02-0109.08 Application Filed) CIP Haling T.755.0 Impact NO 17 + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 'IT IT + 2'10" + 17' 1'2" + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + TV + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakcraff AR EK" entl:lf f: t.A\ e:N"1'NY nOONt Non-T.•WM fa«Nuf""Doon Apra 19. 1001 Our contmumg program pI orpduct m0--ent mAISsoecikx,ons. desgn and product detail subject to change wigtdui not,ce. O O•• s Oe Masonite International Corporation 0 Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing 1 I COP-WL-MA0126-02 t,l• r 02-0109.07 Application Filed) 1 70.0 1. I NO 1' X Singles1 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement1(width) X0, OX, OXO 2'8" + 1'0" II.1 1 COP-WL-MA0128-02 02-0109.07 Application Filed) 55.0 M. NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'D" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + TV + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade OCCO protocol PA201, PA202 & PA203. O ak raft AR k EK' W .....I 1-11iI. KGLANS ENI'KY •DOORS NOM..andrawp,uE_D.— Apr" 29.2002 Our conan—it program of product improvement makes specilicAmns. design am product dead suoiecl to orange wilnout notice. EMm Ou• r Oee,r Masonite International Corporation X Unit TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Mnimum Fastener Count 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and 010 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. 0 mo ro• Outcrum,mgp Masonite International CorporationOurConlmumQprogramOtproductunp(vve(nMl makes specilKalgns. ' des.Qn and product load subject to cnanQe without notice. XO or OX 'ttt t Unit SINGLE DOOR WITH 1 SIDELITE 7FIP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening (RD Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA Al56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16"' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness 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. in Alod29 2902 Masonite International Corporation Uw l.- — 01 01W"CY •n'.;1'J'a'n enl nyYt1 SOCC4 cn1 Un1. deign )nc J'x,, de,,i SOdiect tomnge w4-1OOnce. oxo Unit 1 SINGLE DOOR WITH 2 SIDELITES 6' TYR 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t t t t t t t t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Ap I29.2002 Masonite International Corporation Om C ,wl 0 n, 04,yn W h-0m, :. lvrmenl mates SpC[Jgalrom. 0-U. 3"C U,40.0 anjo S441Cc110 :111ge •'dhoui nui— oxxo t Unit DOUBLE DOOR WITH 2 SIDELITES b CL TYP. TYP. 3• o TYP. TYP. Il tl 1 tl l 1 11 11 1 Tyf 11 11 II I I( 11 I li 11 i 6'8' 13- 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0" UNIT 5/16" 17-1/8- MAXIMUM ON CENTER TYP. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. w Apfil 29. 2002 Masonite International Corporation Our condnumo a09,am of produa "nomvemMf makes smajwns. deson ano O•oduct deull sublen to mange wdhow nitre XX Glazed Inswing Unit APPROVED ARRANGEMENT: O 4 COP-WL-MA0192.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed To" x IST". r Double Door Maximum unit size = 6.0" x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beep 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: an as ao 0n 00 n0 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: on 00 00 00 00 nn 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 RIL, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR EK' 1AUIE XY 00 <. 1 I IULN(:LAS t:Nl'N 1' UOONI NonTi.axM iL.rNu Emry Oxon /H)'/ vtnKVI`/, B AU"a aOrvOe April29.2002 Masonite International Corporation OW domewmg program Of OfOdUCI m+Orovernent makes SM111CAWS. design and produol dead SudIetd to Mande wnhW nm•ce XX Glazed Inswing Unit COP7-MA0142 02 X FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff ARk EW1cnt. r c d I:INL.10—IN LN I" 4)1t(11(.\ -le. "r:b &r 6yDo April 29, 2002 Our conuwmg program of produtl Proyemef makes sl> axations, design and product detail sotell10 ChangeWith0ut "t— E a<lut v<ly tio•n El Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 o Single Door with 1 Sidelite Maximum unit size = 6'0" x 6'8" 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". Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 a0 °® 00 00 00 00 00 100 Series 03. 135 Series 136 Series 822 Series 1/2 GLASS: n El 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kd :nay also be used in the following door style: Eyewow 5-pastel wilh scroll. Oak gaff AR! EK" 1-101,f61 ANN LN 1.1" 01-.N T.. rA.rta" a April 29.2002 Masonite International Corporation 0., co,--; Ol 01o0v[I m,0.0wentfn nukes SOMdiUlgns. 0CS'V° ae0 S OCUO Q.1 rc cr.^e xdrloul n01- XO or OX Glazed inswing Unit . COP-WL-MA0143 02, ,_ FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a as ® e 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R. 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EW 1,1 IfL11f)L.\.\\ l`I'1'H1' 1)f )1)N\ (Von-le.,ureG fA•rYuE•rt., Dowa April 29. 2002 Ou, co.tmwn0 p,op,am o1p,MW improfement makes ipaOK314p1. de1111 aidp,odud JeQ4 s'A,en to 01pge w hoN 1014e M asonite International Corporation Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT. o All"z 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 = 9T x 6T Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: 0o as ao as as fl0 on 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: n ou do a a na oa oa ao go- as 105 Series 106, 160 Series- 129 Series12 R/L. 23 R7L. 24 R/L 107 Series- 108 Series 304 Series Series' ilus glass kit may also be used in the following door style: Eyebrow 5 panel with scroll. Oak raft I IULNE:LA111:N'1' JKV U1111.1 AR k EK'" Nome. anM Ep«,.0 Envy Doan rAU' 1 V v.'/i. Ap" 129.2002 0., Conrmu nQn Q,am or god.Ll vnUrovtmenl makes speedicargnS. des,Qnand orod.1 Masonite International Corporation derad SUOKCI W Change w hOur WO Cl. Glazed Inswing Unit CQP-WL=MA0144 02 zy: FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a an as 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak jaff AR k EW I'If)l N(:lA1ti lY"IRV VOOKS WnT.o ra,.r,YuEnv"D. April 29. 2002 Our continuing program of product Imorovemeni makes specilications. dnign and Product detail sunlecl to change without notice. E.CIVt.v<IY from M asonite International Corporation OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not Double Door with 2 Sidelites Maximum unit size = 12'0' x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: ao 00 an 00 00 00 100 series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 00 on as oo 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L, 24 RIL 107 Series" 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft ARTEEC'" 1A11LNCL1%SN LrN'1'ul'^000aS YaomT•w.W f4rr.+. E= Donn April 29.2002 Masonite International Corporation Ow conl—ng drogram of grod,a uno,o,emenr makes speed-wns. des gn and orodu[r OfUJ S OIPCI 10 CNng< wnnow n01 Ct. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ao as 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 300Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE - To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). EX 5 State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oak raff AR 0 EK" 1+ .1 1 `1MLNril. l.l.\ l: rJl Hl +nrltlH No..-h.u,..0 i4erCa++E vy Oow+ April 29. 2002 Ovr continuing o+ooram of produo +norm,ement makes sriecdKandns. design and product detail su0ieci to cru oe without mjt e. E <I sirely from Masonite International Corporation XX t * COP WL-MA0147 02 , Glazed Inswing Unit APPROVED ARRANGEMENT: 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0" x 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02 MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-IyL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 822 Series 1/2 GLASS: E 00 404 Series 108 Series O_ akcraff ARTEiCr• VInURGLA.NS LI`N'I.V 0001eS N T..u.nd{—,—f—,coon vk :(:/ .:.,, a ® April29.2002 Masonite International Corporation Om cononu.ag roggm oI produCt enomvemem makes specdicatlons, design and omduci deILI sugeci 10 change wdhoul nonce xx 11 I Glazed Inswing Unit f 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE Oak raff IIUL M(:L\.l Lr IN\ Ial)r1N. 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 AR 4 EW r,lo..wW..a fc ,. E- D.o. April 29. 2002 Our conlinulno program of prooucl M Qr"emenl makes SpecilicalionS. design AM proouCl oelail S ORCr to change ldhOul nonce c.d,i.ar Lom PREM ',.// , o Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP•WL•MA0148.02' 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size = 6V 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 1-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: oa as 822 Series 1/2 GLASS: El as 404 Series 108 Series U Oak raft AR k EK" E. allo.-T<.wred F.pe.rau E—1 D.^^ 0-111 Apni29,2002 Masonite International Corporation qw co_n_Q Or00)dn1 01 p100ut1 mprOVCnICnI I kes Spe,jK jonS. deS,Qn and P10INCI W" Sv01CC110 UungC wdppul n01•CC. XO or OX i 1 I , , I Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: S gg' . ID a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EW 1AULRGLASS LN'I NY I'00-' I. 7.—F—l.. Envr Clown April 29, 2002 Our eonlinuinp program of product improvement makes SpKIIiC311015. deS.gn and product dead sub0c. to mange wonoul noe rRr,' E.Clu.ively bon/n //- J. m Or.. v D.or• Masonite International Corporation COP-WL-MA0149 02 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size = 9T 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 aspecific 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: ao as 822 Series 1/2 GLASS: a 108 Series O_ akc,,raft AR 4 EK" E.•1,,..1, ,.•m I IUIL N[:LA ti L: N'1'X 1' I1()(1H.1-Te.rund Fte.r,aa EnvyDmra ylt/. m o.• . oo April29.2002 Masonite International Corporation 0., com"'IC pto"M of pfoauCt-11OWtlem makes SDK1f'UIQrS. OeADn and DIDdVci detail Sualen tocrunee .1hout OOf'e- oxo Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: dS:'4t 810 Series APPROVED SIDELITE STYLES: COP-WL•MA0149.02 8'0" FIBERGLASS DOORS 300 Series R, a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CC0 PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AREK" r<.. r<n FOULK6LASS E:N"IRV DOORS Eb..-T<.wr<d ib gU,. ivy Door April 29, 2002 Our continuing program of product improyernun makes Specificalidns, design and prodUcl dead Suomi 10ctianoe witnoul t icc E<lurively I.om f7 1asonite International Corporation OXXO Glazed Inswing Unit 89 0 FIBERGLASS DOORS APPROVED ARRANGEMENT: Rr 0 0 U1, Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size =127 x 87 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 fora specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 00 404 Series Elm 0o 0o 822 Series a 108 Series Oak raft AID k EK" IAIILK(oLASS E N7'KY UUI/KS Wo T.ornd rc.". Env, Ooon ry1/y dPRf1'1 V G„/I in Ou.rlry aoer• April 29.2002 Masonite International Corporation Our cammarro Program o7 010d.0 N D—Cmenl makes sm4ioGons. design and Produ[I at., S.Wo Io mange wimoul mace. OXX0 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: r 810 Series 300Series 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 Cade, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raft AR EK- lui,vely l,u I IIIL N(iL.\\\ 1:N 1'N\' lannKi wkTa.wna ra,a.rl.0 E.wr, Donn PRE V\a eLl "1 April 29.2002 O a r Doe.• Masonite international Corporation Our COMNmIp DlZa. of WOdun rTD•OveTM1 Takes smilgalio S, design ..it p,06W detail WNW 10 Change wilh"I nol- XX Glazed Outswing Unit APPROVED ARRANGEMENT: plit KK FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit size = 6'0- x 6'8" Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local buildingcodes specify the edition required: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °3 00 00 00 H 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ° as 00 an as D0 00 105 Series 106, 160 Series' 129 Series' 12 RA- 23 RA., 24 RJL 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR T EK" I,rn1:Me:L.. 1::'IHl' lair<)H ie.e..N Eaie.abu E•ury Donn a/'a/x- O April 29.2002 m o:. roe MJnite International Corporation Oa. —4-nu, q o,00ram or o1ooua wndrorem,. mates sUeed2arons. oesign and o•oduct aeua SuuKn to cmnge .nnow gorse COP WL-MA0162.02 Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a a 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). X / &--x35 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR J EEC" 1.. I,IUI"(:L.\1l LN'1 UO—S--T...r Env, Dae.. April 29. 2002 Ow Conl.nu, d przam of o,odua uno(ovemeni makes SWO.Cati S. deS pn and onoducl Orla.l SU01"l'. Cn3nde wnnOul n."Ce Masonite International Corporation xx Glazed Outswing Unit APPROVED ARRANGEMENT COP-WL-MA0167 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door Maximum unit size = 6'0- x 8T Design Pressure 47.0/-47.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-W L-MA0041-02 MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: go 822 Series 1/2 GLASS: EJ 00 404 Series 108 Series Oakcraff AR 1 EW 171bliRGLASS Lt,arity DOOMS En" 0— Apnl 29. 2002 0 W -1 g pr.gu .1 pr000a-pmvemWn makes ipcuhU—, 0-p — p.odvct delad subject to change witbow %obte El F.ttuf v.ly I.om n O• Masonite International Corporation FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address, t% Permitting Office: City, Sta4e Permit Number: 1"Z Owner: J.. } f`y j Jurisdiction Number: Climate Zone: Central I . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (112) 1967 ft2 c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.60 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 ft2 d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 ft2 _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27923 PASSTotalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. [[ PREPARED BY: i"`I1Q DATE: -------------- --------- I hereby certify that this building, as designed, is in compliance with the Florida Energy C de. OWNER/AGENT: DATE:--------------92 - --------- Review of the plans and zKE sT specifications covered by this o 9r O calculation indicates compliance .e with the Florida Energy Code. o Before construction is completed a this building will be inspected for tr compliance with Section 553.908 Florida Statutes. con WE BUILDING OFFICIAL: _Da P.MC DATE: EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT LASS TYPESF.18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 30.0 2005.0 2.13 X 1.00 4270.7 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 4270.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRI'`SS: , 31 PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 38631.1 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) - 38631.1 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13036.5 37380.3 0.4266 15946.5 1 38631.1 1.00 1.250 0.284 0.950 13036.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRtSS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points 18 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 30.0 2005.0 0.64 X 1.00 1283.2 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1283.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1967.0 0.28 550.8 1967.0 -0.28 550.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDR8SS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8232.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit HeatingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 8232.8 1.000 1.078 x 1.160 x 1.00) 0.449 0.950 4392.1 5224.7 0.6274 3278.0 8232.8 1.00 1.250 0.449 0.950 4392.1 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 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 15946 3278 10256 29480 1 13037 4392 10495 27923 PASS y04 THE S:7r4 t t7v /lip fill, a on WE° EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'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;. cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 I Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. RA-22 nTI4FR PRFf4CRIPTIVF MFACI IRFC /mile+ ha mil* nr----arl—I k- 11 -:.1--- ^- COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 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: 42.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ftz) 1967 ft2 c. N/A 7. Glass area & type a. Clear - single pane 222.0 ftz _ 13. Heating systems b. Clear - double pane 0.0 ftz _ a. Electric Heat Pump Cap: 42.0 kBiu/hr c. Tint/other SHGC - single pane 0.0 ftz ` _ HSPF: 7.60 _ d. Tint/other SHGC - double pane 0.0 ftz b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202,0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 ftz d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 ftz _ 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: ' Date: _ Address of New Home: 1 t \ City/FL Zip:SL - 42D - NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is t a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar "'designation), your home may qualifyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucfedufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) Notes: YC,P . ^zy +,F` s a ,ltDesignInformations , 4 e, Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh a— Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Fireplaces Average 0 Heatingg CoolinggArea (ftz) 1967 1967 Volume (ft3) 15736 15736 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating Input Heating output 0 Btuh @ 47°FHeatingtemprise Actual heating fan 0 1383 OF cfm Heating air flow factor 0.041 cfm/Btuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 10.2 EER Sensible cooling 29050 Btuh Latent cooling 12450 Btuh Total cooling 41500 Btuh Actual cooling fan 1383 cfm Cooling air flow factor 0.057 cfm/Btuh Load sensible heat ratio 82 % Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsoft Right -Suite Residential— 5.0.64 RSR26015 2002-Mar-06 12:12:28G1E:\Files\drhorton\1965\1965.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 °F Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 fP x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 °F Summer TD = 2081 Btuh 3. Summer infiltration HTM 2081 Btuh / 260 ft2 Total window 8.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gdIb moist.diff. x 105 cfm = 3100 Btuh r-roceaure u - equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 'F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic 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-Mar-06 12:12:28 106K E:\Fi1es\drhorton\1965\1965.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0. BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH vvnghtSoft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACCK E:\Files\drhorton\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 UAL J: tin ta. 1 Name of room Entire House LIVING LAUNDRY M/BTH14r( IAr4 2 Length ofexposed wall 202.0 ft 54.0 ft 10.0 It 6.0 ft3Roomdimensions31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ftCeiingsCondit. Option 8.0 It heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 It heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. I Htg Clg fit) Htg I Clg ft2) Htg I Clg ftj Htg I Clg ft Htg I Clg 5 Gross a 14B 4.6 2.1 1248 320 0 0Exposedb12C2.9 1.9 48 48 0 0wallsandc13C3.2 1.2 320 64 80 48 partitions d 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0Heatingc9A29.9 0 0'**' 0 0**** 0 0*"' 0 0'*" d 0.0 0 0**" 0 0"*' 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0**** 0 0**'* 01 0"** 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0 glass doors NE/NW 39.4 80 3152 32 1261 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0' 0 0 0 SE/SW 47.4 126 5975 20 953 0 0 0 0South0.0 0 0 0"** 0 0 0 0**'* 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0exposedb12C2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0wallsandc13C3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 260 7400 2081 75 21351 600 18 512 144 01 0 0 13 Subtotal loss=6+8..+11+12 30561 8048 1334 581 Less external heating 0 0 0 0 14 Less transfer Duct loss 10°/ 0 3056 10°/ 0 805 10°/ 0 133 10°/ 0 5815Totalloss = 13+14 33617 8853 1467 640 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8. +12+16 22195 4644 1129 417Lessexternalcooling0p00 18 Less transfer Duct gain 10°/ 0 2219 10°/ 0 464 10°/ 0 113 10°/ 0 4219TotalRSHgain=(17+18)*PLF 1.00 24414 1.00 5108 1.00 1242 1.00 458 201 Air required (cfm) 1383 1383 364 289 60 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsofC Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28iC(>- E:\Files\drhorton\1965\1965.rsr Page 1 RIGHT-J WORKSHEET M Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 fX UAL J: tin t0. 1 Name of room M/BR BR 2 BR 3 BR 4J4IN2Lengthofexposedwall33.0 ft 11.0 ft 26.0 ft 11.0 ft 3 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ftCeiingsCondit. Option 8.0 fti heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HT1vi Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft) Htg Clg ft Htg I Clg ft) Htg I Clg ft) Htg I Clg 5 Gross a 14B 4.6 2.1 136 88 208 88 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 128 0 0 0 partitions d 0.0 M 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591 glassdoors b 8C 37.0 0 0 0 0" 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0'*** 0 0 e 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 2 41 2 41glassdoorsNE/NW 39.4 32 1261 16 630 0 0 0 0 Cooling E/W 0.0 0 0 0*"' 0 0'*'* 0 0"** 0 SE/SW 47.4 0 0 0 0 14 66 14 663South0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0**'* 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4,6 2.1 104 479 214 72 332 148 192 885 395 72 332 148exposedb12C2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0wallsandc13C3.2 1.2 128 403 150 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 2.2 238 404 530 154 261 343 168 285 374 121 205 269 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 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 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 28.5 8.0 32 911 2561 16 4551128 16 455 128 16 455 128 13 Subtotal loss=6+8. +11+12 4235 1925 2890 1869 Less external heating 0 0 0 0 14 Less transfer Duct loss 10 0/1 0 423 10 °/ 0 192 10 °/ 0 289 10°/ 0 187 15 Total loss = 13+14 4658 2117 3179 2056 16 Int gains: People @ 300 1 300 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 0'*'* 0 17 Subtot RSH gain=7+8,+12+16 2711 1250 1601 1250 Less external cooling p p 0 0 18 Less transfer Duct gain 10 °/ 0 271 10 °/ 0 125 10 °/ 0 160 10°/ 0 125 19 Total RSH gain=(17+18)*PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375 201 Air required (cfm) 192 169 87 78 131 100 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsofit Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28ACC', E:\Files\drhorton\196511965.rsr Page 2 RIGHT-J WORKSHEET Entire House i 6y DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: (m to. 1 Name of room FAMILY KITCH/NOOK BTH 2j4NIiUVUALLengthofexposed wall 33.0 ft 18.0 ft 0.0 ft 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft Ceiings Condit Option 8.0 ftheat/cool 8.0 ftheat/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 I Clg ft Htg I CIg Htg CIg 5 Gross a 14B 4.6 2.1 264 144 0 Exposed b12C2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0. 0 0.0 0 0 0 f 0. 0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 Heating c 9A 29.9 0 0**'* 0 0 0 0 d 0. 0 0 0'*" 0 0""' 0 0 e 0. 0 0 0 0 0 0 0 f0.0 0 0 0 0**** 0 0***• 7 Windows and North 20.4 599 4 85 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 Cooling E/ W 0.0 0 0 0'"'* 0 0**** 0 SE/SW 47.4 49 2329 29 1367 0 0 South 0.0 0*"' 0 0 0 0 0 Horz 0. 0 0 0 0 0 0**' 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed b12C2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 d 0. 0 0.0 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slaba0.0 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 0 121 Infiltration a 28.5 8.0 541 1537 4321 33 939 264 0 01 0 13 Subtotal loss=6+8..+11+12 5839 3656 183 Less external heating 0 0 0 Less transfer 0 0 0 14 Ductloss10 % 584 10 °/ 366 10 °/ 18 15 Total loss = 13+14 6423 40,U 20116 Int gains: People @ 300 4 1200 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8. +12+16 5127 3826 240 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 10 °/ 513 10 °/ 383 10 % 24 19 Total RSH gain=(17+18)*PLF 1.00 5640 1.00 4208 1.00 264 20 Air required (cfm) 264 320 165 238 8 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. t wr ghtsOfC Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACCk E:%Fi1es\drhorton\1965\1965.rsr Page 3 Rom I 10x6 iwcd f00- lOx6 iwcd80 1242 lwcd 325 i' 6. 1040 ra Y loj :rag 10• 6' 3' bath duct to roof cap 8Fan 14.1 rag S. 1040 rag 3 8x 6' 14' lox6 Iwcd 80 4' • 7' 8' 8'7' e ng x 19' 1 8.4 lwc 8x4 1 E ahu 10 1 1 10x10 iwcd 1 240 © 4 4' 14.8 iwcd 170 exa t2 4' $ fu W p. 12x12 rng r-NCl 3ADMA/C 3 n 7 5' 4' bath duct 70, k Ol 10 6 Z n to roof cap w/fan-Ilght 12x61wcd Ir, I'jyj,Ky;.; ay 145 L 7• 4• dryer ductINR: to f cap 12x6 iwcd 1843 plen4524X14 RAD platform by bldr 3.5 TON W/IOKW 8240V IPH scale Must have a minlmun clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. ffw 17I 7I N O CO N Ctl z O U Rating r g0D MiTeke MiTek Industries Inc. 14515 Nosh Outer Forty Drive, Suite 300 Chesterfield, MO 63011 USA May 16, 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 : I4673734 thru I4673754 Job Builder DR1965Fo', Z) D.R. HORTON Total: 21 drawings. Location :STANDARD MODEL 1.965, ELEVATION F County : S EM INOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 m This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. May 16, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility sorely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1965F Trusses included=21 0,'1DR1965F\a.tre" 14673734 1,"\DR1965F\a11.tre" 14673735 2,"\DR1965F\a13.tre" 14673736 3,"\DR1965F\a15.tre" 14673737 4,"\DR1965F\a17.tre" 14673738 5,"\DR1965F\a19.tre" 14673739 6,"\DR1965F\a2,.tre" 14673740 7,'1DR1965F\a7.tre" 14673741 8,'1DR1965F\a9.tre" 14673742 9,"\DR1965F\ag1.tre" 14673743 10,"\DR1965F\ag2.tre" 14673744 11,"\DR1965F\b.tre" 14673745 12,"\DR1965F\bg.tre" 14673746 13,"\DR1965F\cg.tre" 14673747 14,"\DR1965F\j.tre" 14673748 15,"\DR1965F\j1.tre" 1 4673749 16,"\DR1965F\k.tre" 14673750 17,"\DR1965F\I.tre" 14673751 18,"\DR1965F\m.tre" 14673752 19,"\DR1965F\s.tre" 14673753 20,"\DR1965F\s1.tre" 14673754 No. 4.5161 hSTATE OF K46i9n"4 ree.waeB April 1, 2003 WARMNO - VeWy design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. —® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bi'acing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 144re- * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 17-1 1z 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. 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 MiTek/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTek® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 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 m9mber or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 GANG -NAIL ® HYORO,AW Job rus Truss ype ty y 14673734 DR1965F A ROOF TRUSS 16 1 Job Reference (o tiona ) sFebd e Industries, nc: on Mar 31 14:31:45 2003 Page 1-0—q 7-1-3 13-6-10 20-0-0 26-5-6 32-10-13 40—" 1 1-0-0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1-0-0 Scale = 1:68.6 5.00 F12 5x6 = 5 5x6 i 5x6 4 6 i2x4 2x4 cc 3 7 2 8 1 9 Io 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 10-3-14 20-0-0 29-8-2 40-" 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets[8:0-4-2,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 > 753 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP'No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 8 = 1951/0-8-0 Max Horz 2=-190(load case 5) Max Uplift 2 = -809(load case 4), 8=-809(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3714, 3-4=-3345, 4-5=-2354, 5-6=-2354, 6-7=-3345, 7-8=-3714, 8-9=14 BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11 =2826, 8-10=3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 809 lb uplift at joint 2 and 809 lb uplift at joint 8. 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 r r•: WARNING- Vcr{fy design parameter and READ NOTES ON TSIS 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 boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91- A Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI63719. M l i® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3 4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachCzC3 other. 0 WEBS J5 cc 3, Place plates on each face of truss at each For 4 x 2 orientation, locate oz 3 3 Q joint and embed fully. Avoid knots and wane plates from outside edge of 0 o_ a y V at joint locations. truss and vertical web, d a o 4, Unless otherwise noted, locate chordsplices at / 4 length(' 6" from c„ panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT To RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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 BEARINGothersunlessshown. 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 M1withoutpriorapprovalofdprofessionalMiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018, 019 GANG. -NAIL ® MYORDAM - r Job russ truss Type ty y 14673735 DR1965F A11 ROOF TRUSS 1 1 Job Reference to tionall sFebI e Industries, Inc. on Mar 31 14:31:46 2003 Page 11-0-Q 5-9-14 11-" 17-" 23-" 29-" 34-2-2 40-" 4 -0-0 1-" 5-9-14 5-2-2 6-0-0 6-M 6-M 5-2-2 5-9-14 1-M Scale = 1:69.8 5x6 = 5x6 = 5x6 = 3x4 = 5.00 Fl2 4 5 6 7 2x4 2x4 3 8 e 2 9 1 10 yT Iq 0 0 3x8 = 15 14 13 12 11 3x8 = 4x6 = 3x4 = 3x6 = 3x8 = 3x8 = 11-0-0 20-M 29-M 40-M 11-0-0 9-0-0 9-0-0 11-M Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) -0.36 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.66 11-13 >715 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1 st LC ILL Min I/defl = 360 Weight: 1.92 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS 2 X 4 SY,P.No.3 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2=114(load case 4) Max Uplift2 = -763(load case 2), 9=-763(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 =14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10 =14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 763 lb uplift at joint 2 and 763 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 i1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 r rti WARNING - VerW design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. nownes Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss - - -- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/1. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties„ e„ TOP CHORDS 2, Cut members to bear tightly against eachcac3other, o J5 ir 3. Place plates on each face of truss of each For 4 x 2 orientation, locate a:joint3UZt, and embed fully. Avoid knots and wane plates I/8" from outside edge of O a_ at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices 4 length(+ 6" from2 at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40", unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, nA Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 G.e.roG-roa.a ® HY0R0,4/R Job russ russ ype ty i y 14673736 DR1965F A13 ROOF TRUSS 1 1 Job Reference (o tional) sFebI e Industries, nc. on Mar age it :9:? 6-9-14 13-" 17-e-0 22-4-0 27-" 33-2-2 40-0-0 4T7-0-iQ 14W 6-9-14 6-2-2 4-8-0 4-8-0 4-8-0 6-2-2 6-9-14 Scale = 1:69.8 5x6 = 2x4 II 3x4 = 5x6 = 4 5 6 7 5.00 F12 2x4 \\ - 2x4 3 8 00 2 9 1 10Iv 0 0 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 3x4 = 9-1-14 17-8-0 22-4-0 30-10-2 40-" 9-1-14 8-6-2 4-8-0 8-6-2 9-1-14 Plate Offsets -4 , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -0.31 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2=131(load case 4) Max Uplift2 = -735(load case 4), 9=-735(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7-8=-3463, 8-9=-3759, 9-10=14 BOT CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13-14=3281, 12-13=2877, 11-12=2877, 9-11 =3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 735 lb uplift at joint 2 and 735 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.4451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 t t[ design READ NOTES ON THIS AND REVERSE SWJ9 BEFORE USE. WARNING - VerW parameters and Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss --- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bilking of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing R*commr ndatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI63719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 8 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73- 2. Cut members to bear tightly against eachca other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates from outside edge of o o_ at joint locations. truss andd vertical web. a o 4. Unless otherwise noted, locate chordsplices at I /4 length(+ 6" from UC, U panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591', 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. 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 d professional M iTek® engineer, 15, Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 mro-wu ® HyQQO-AfiRO 1 Job Truss Truss Type Qty Ply D R HORTON 14673737 R1965F A15 ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 Is Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:07:26 2003 Page 11-0-0 7-9-14 15-0-0 20-M 25-0-0 32-2-2 40-" 41-0-pi 1-0-0 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 1-" Scale = 1:68.5 US _ 2x4 11 516 = 5.00 12 4 5 6 5x6 5x6 3 2 8 917O11.1d 3x8 = 14 13 12 11 10 3.8 = 3x4 = 3x6 = 3x8 = US = 3x4 = 10-3-14 20-" 29-8-2 40-" 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X,Y : 2:0-4-2,0-1-8 3:0-3-0 0-3-0 , 4:0-3-0 0-2-4 , 6:0-3-0 0-2-4 , 7:0-3-0,0-3-0 , 8:0-4-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 >759 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deFl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed. 1-3 2 X 4 SYP No.1 D, 7-9 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 5-3-7 oc bracing. BOT CHORD 2 X 4 SYP.No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1951/0-8-0, 8=1951/0-8-0 Max Horz2=148(load case 4) Max Uplift2=-759(load case 4), 8=-759(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3661, 3-4=-3332, 4-5=-2888, 5-6=-2888, 6-7=-3332, 7-8=-3661, 8-9=14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11=2667, 8-10=3351 WEBS 3-14=-448,4-14=685,4-12=355,5-12=-363,6-12=355,6-10=685,7-10=448 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 759 lb uplift at joint 2 and 759 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWARNDYO - VerVydesign parameters and READ NOTES oN TB78 AND REVERSE SIDE BEFORE USE. r.s Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brarcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-68 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installlnq and Bracing Recommendatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS. 2. Cut members to bear tightly against eachTr- cz 73 other, Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q o joint and embed fully. Avoid knots and wane at joint locations, plates 1/8" from outside edge of a ti truss and vertical web. as o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" frompanel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST 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® TM CLIP FORM018,019 TANG -NAIL ® ifYoRg3.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 russ russ ype ty y 14673738 DR1965F A17 ROOF TRUSS 1 1 Job Reference, a e n ustnesn ar age, se1- 0-06-1-3 11-6-10 17-M 23-" 28-5-6 33-10-13 40-0-0 41-04 1-" 6-1-3 5-5-6 5-5-6 6-0-0 5-5-6 5-5-6 6-1-3 1-" Scale = 1:69.8 5x6 = 5x8 = 5. 00 Fl2 5 6 3x4 i 3x4 4 7 5x6 5x6 3 8 n' 1 2 9 1010 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x6 = 3x4 = 3x8 = 8- 0-11 17-0-0 23-0-0 31-7-5 _ 40-" 8- 4-11 8-7-5 6-0-0 8-7-5 8-4-11 Plate Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 207 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS ( Ib/size) 2 = 1951/0-8-0, 9 =1951 /0-8-0 Max Horz 2=165(1oad case 4) Max Uplift2 = -781 (load case 4), 9=-781(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13=3023, 11-12=3023, 9-11 =3485 WEBS 3-16=-305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 781 lb uplift at joint 2 and 781 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.4451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.# 6634 f r[ WARNING - Vsr{ jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE UM. 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 buss -- 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 biking of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/11 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property Ye securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against eachcacaother, o cc WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully, Avoid knots and wane plates from outside edge of 0 a ti o_ u at joint locations. truss andd vertical web, a o 4. Unless otherwise noted, locate chordsplices at 1/4 length(+ 6" from paneladjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating 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 dim- ensionis 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 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/ FHA ICBO SBCCI WISC/ DILHR 86- 93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040- N, 930013-N, 910080-N IM! 0 MiTeko e AV.-L:'® HYDRD A/R 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 y 14673739 DR1965F A19 ROOF TRUSS 1 1 Job Reference (optional) s Feb 19 2003 Mi Fek Industries, Inc. Mon Mar 1: age 6-9-3 12-10-10 19-0-0 21-" 1 27-1-6 33-2-13 40.0.0 41-0-p11-0-Q 1-" 6-9-3 6-1-6 6-1-6 2-" 6-1-6 6-1-6 6-9-3 1.0.0 Scale = 1:71.2 5x6 = 5x6 = 5.00 12 5 6 3x4 3x4 41 4 7 5x6 i 5x6 3 8 m 2 9 1 10 7 10 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 = 9-9-14 19-041 21-" 30-2-2 40-0-0 9-9-14 9-2-2 2-" 9-2-2 9-9-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) -0.33 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 2 X 4 SYP.N0.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2=182(load case 4) Max Uplift2 = -801 (load case 4), 9=-801(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 801 lb uplift at joint 9. 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 t t: A& WARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE MDR BEFORE USE. a— ® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility at building designer - not truss -- - -- designer. Bracing shown Is for lateral support of Individual web members only. Addhional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-ea Quality Standard, DSB-89 Bracing Specification. and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 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. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORM018,019 1!1Y® HYDRO -AIR O General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Cr joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM 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 Truss 1 ype ty y 14673740 DR1965F A2 ROOF TRUSS 2 1 Job Reference (o tionall s e I e n ustrles, nc. onMar age 1-0-0 74-14 14-2-0 20-0-0 23-0-0 28-5-6 33-10-13 40-0-0 11-0-0i 1-" 74-14 6.9-2 5-10-0 3-" 5-5-6 5-5-6 6-1-3- 1-0-0 Scale = 1:69.8 5x8 = 5.00 F12 5 4x6 6 2x4 11 r 4 3x4 5x6 i 7 5x6 3 6x8 = 5x12 —151716 8 6x6 = Qm a 2 9 1 10I7 g 3x6 = 19 18 14 13 12 11 3x6 = 3x4 = 2x4 11 2x4 11 5x8 = 2x4 11 74-14 14-2-0 20-6-0 23-" 28-5-6 33-10-13 40-0-0 i i r 74-14 6-9-2 64-0 2-6-0 5.5.6 5-5.6 6-1-3 Plate Offsets -t LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) -0.14 18 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.05 16 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 238 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D "Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND JOINTS 1 Brace at Jt(s): 15 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2=190(load case 4) Max Uplift2 = -395(load case 4), 16=-829(load case 4), 9=-490(load case 5) Max Grav 2=797(load case 6), 16=2456(load case 1), 9=877(Ioad case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 =14, 2-3 =-837, 3-4 =-327, 4-5 =-327, 5-6 =1791, 6-7 =1387, 7-8 = -223, 8-9 = -839, 9-10 =14 BOT CHORD 2-19=765, 18-19=-0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15=164, 13-14=0, 12-13=-0, 11-12=762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5-17=1990, 5-16=-1947, 6-16=-492 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 2, 829 lb uplift at joint 16 and 490 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 r1' t rti VerVy design parameters and READ NOTES ONTms AND REVERSE SIDE BEFORE USE. wARNINO Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss — designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System I General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 13/14 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties.. fie„ TOP CHORDS 2. Cut members to bear tightly against eachcac3 other. O WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate cc and embed fully. Avoid knots and wane plates I/a" from outside edge of U 0 a ti u at joint locations. truss and vertical web. a 0 4. Unless otherwise noted, locate chords Ilcesp 4 length(+ 6" fromatpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensionsPLATESIZEshownindicateminimumplatingrequirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior oppLovol of a professional M iTek® engineer. 15. Care should be exercised in handling, installation trusses. PANEL TM erection and of 1993 Mitek Holdings, Inc. CLIP FORM0;1 a 019'• Q°'^'G-r WL Job russ russ ype ty Ply DR1965F A7 ROOF TRUSS 1 2 14673741 Job Reference (optional) s Feb 19 003 Mi Fek Industries,Inc.- Mon Mar age 11:9 Q 3-9-14 7-0-0 13-6-14 20-0-0 1 26-5-2 33-M 36-2-2 40-M 41-0-0 1-0-0 3-9-14 3-2-2 6-0-14 6-5-2 6-5-2 6-6-14 3-2-2 3-9-14 1-0-0 Scale = 1:69.8 6x8 = 6x8 = 5.00 12 4x6 = 7x8 = 4x6 = 4 5 6 7 8 2x4 2x4 3 9 m 2 10 1 11 0 Io 3x8 = 16 15 14 13 12 3x8 = 3x4 = 5x6 = 3x8 = 5x6 = 3x4 = 7-0-0 13-6-14 20-0-0 26-5-2 33-M 40-0-0i i 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 Plate Offsets 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.72 14 >653 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.88 Vert(TL) -0.99 14-15 >478 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-5-9 oc purlins. 4-6 2 X 6 SYP SS, 6-8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* 13-15 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=3875/0-8-0, 10=3875/0-8-0 Max Horz 2=-79(load case 5) Max Uplift 2=-2028(load case 2), 10=-2028(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8384, 3-4=-8662, 4-5=-12493, 5-6=-13909, 6-7=-13909, 7-8=-12493, 8-9=-8662, 9-10=-8384, 10-11 =29 BOT CHORD 2- 16=7514, 15-16=8058, 14-15=12490, 13-14=12490, 12-13=8058, 10-12=7514 WEBS 3-16=562, 4-16=599, 4- 15=4848, 5-15=-1700, 5-14=1554, 6-14=-1000, 7-14=1554, 7-13=-1700, 8-13=4848, 8-12=599, 9-12= 562 NOTES 1) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows; 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2028 lb uplift at joint 2 and 2028 lb uplift at joint 10. 6) Girder carries hip end with 7-0- 0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 383.91b up at 33-0-0, and 603.21b down and 383.91b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-8=-154. 2, 8-11=-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Junaidie Budiman, Lic.#451 61 Concentrated Loads (lb) Vert: 16=-603.2 12=-603.2 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 r rti WARNING - VerVy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid tot 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 lateralsupport of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Spectficatlon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, All ye„ 0 rr 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb, This symbol indicates the required direction of slots in connector plates. For tabular 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. 4011' 1 BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR GANG -NAIL 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N ra! 0 MiTeko General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, TM CLIP HYDRO AIR 6 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 recuire 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 y 14673742 DR1965F A9 ROOF TRUSS 1 1 Job Reference (o tionap sFebI e n ustries, nc. on Mar 3age ti-0-q 4-9-14 9-" r 14-6-0 20-0-0 25-6-0 31-0-0 35-2-2 40-0-0 4i-0-011 1-0-0 4-9-14 4-2-2 5-6-0 5-8-0 5-6-0 5-6-0 4-2-2 4-9-14 1.o- Scale = 1:69.8 5x6 = 3x4 = 5x6 = 3x4 = 5x6 = 5.00 F12 4 5 6 7 8Al 2x4 2x4 3 9 a 1 2 - 10FAq111q0 3x8 = 17 16 15 14 13 12 3x8 = 3x8 = 46 = 3x4 = 3x4 = 46 = 3x8 = 9-041 16-4-0 23-8-0 31-0-0 40-M t 9-0-0 7-4-0 7-4-0 7-4-0 9-M Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.45 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (Ib/size) 2 = 1951/0-8-0, 10 =1951 /0-8-0 Max Horz 2=96(load case 4) Max Uplift2 = -791 (load case 2), 10=-791(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11 =14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 791 lb uplift at joint 2 and 791 lb uplift at joint 10. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 t iti Var{ jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. WARNING Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility or building designer - not truss - - - - designer. Bracing shown Is for lateral support or Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brmcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. YB J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2, Cut members to bear tightly against each2 " other, For J5 WEBS 3, Place plates on each face of truss at each 4 x 2 orientation, locate Q joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations, truss and vertical web, a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" fromC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of 6 professional MiTek° engineer. 15, Care should be exercised in handling, o PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG -NAIL ® HYORO,A/R® Job russ russ ype ty Ply 14673743 DR1965F AG1 ROOF TRUSS 1 1 Job Reference (o tional) s e r e n ustrres, nc. on Mar 3age 11-0-0 7-6-0 14-9-0 20-0-0 23-0-0 28-5-6 33-10-13 40-M 11.0 0 1-0-0 7.6-0 7-3-0 5-3-0 3-" 5-5-6 5-5-6 6-1-3 1.0.0 Scale = 1:69.8 5x6 = 5.00 F12 5 4x6 6 4 3x4 5x8 % 7 3 5x6 3 7 16 5x1 =15 8 7 1 = 4x6 = Q Qa 1 2 ,h 3 9 10179vo5x8 = 3x6 = 18 14 13 12 11 3x6 = 5x8 = 2.50 F12 r 7-" 14-5-12 14r91 20-4-0 23-M 28-5-6 33-10-13 40-M r 7-6-0 6-11-12 0-3-4 5-7-0 2-8-0 5-5-6 5-5-6 6-1-3 Plate Offsets[17:0-2-12,0-5-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.10 19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.18 18-19 >935 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.07 18 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 15 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 721 /0-8-0, 18 = 607/0-8-0, 16=1743/0-8-0, 9 = 872/0-8-0 Max Horz 2=190(load case 4) Max Uplift2 = -363(load case 4), 18=-407(load case 4), 16=-537(load case 5), 9=-502(load case 5) Max Grav 2=733(load case 6), 18=829(load case 6), 16=1743(load case 1), 9=880(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1297, 3-4=449, 4-5=504, 5-6=885, 6-7=61, 7-8=-607, 8-9=-1215, 9-10=14 BOT CHORD 2-19=1208, 18-19=-17, 16-17=-718, 15-16=-57, 13-15=96, 6-15=630, 13-14=0, 12-13=0, 1 1-12 =1106, 9-11 =1 110 WEBS 3-19=-180, 17-19=1311, 3-17=-1624, 5-16=-1030, 6-16=-984, 12-15=769, 7-15=-618, 7-12=-154, 8-12=-607, 8-11 =112, 17-18=-535, 4-17=-449, 5-17=302 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc: 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2, 407 lb uplift at joint 18, 537 lb uplift at joint 16 and 502 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Gert 6634 WARNING - VerW design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslblllty of the erector. Additional permanent br icing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Instailinq and Bracing Rocommondation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4410, >>/,. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcac3 other. J5oWEBSa:3. Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations. truss and vertical web, o a o 4. Unless otherwise noted, locate chord splices at 1 /4 length(+ 6" fromC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 A J7 A 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. IFor tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and WrTek/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 CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dirrrension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM,018,019 GANG-NAJL ® HYORMA/R Job russ russ ype ty y 14673744 DR1965F AG2 ROOF TRUSS 1 1 Job Reference (optional) TIM 5.000 s Feb 19 2003 MiTekn ustries, Inc. Mon Mar age 1-0-0 7-6-0 14-9-0 16-7-3 i 22-M 23-0-0 1-" 7-6-0 7-3-0 1-10-3 5-4-13 1-0-0 48 11 Scale = 1:45.1 6 2x4 11 2x4 11 5 7 B jo5x8i 2x4 2x4 2x4 11 3x4 = 3x10 II 5.00 F,2 34 I 8)1, = 2x4 II x 4II a 21 y71 2x4 11 5 8 2x4 112x411 2x4 II 3x4 10 2.50 F12 2x4 II 22-" r 7-6-0 14-6-12 14r9-0 20-4-0 2Q-8r0 7-6-0 7-0-12 0-2-4 5-7-0 0-4-0 1-4-0 Plate Offsets[9:0-4-8,0-5-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.95 Vert(LL) 0.10 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Vert(TL) -0.18 10-11 > 949 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.07 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP. No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 = 734/0-8-0, 10 = 1081/0-8-0, 7 = 393/0-8-0 Max Harz 2=354(load case 4) Max Uplift 2 = -308(load case 4), 10=-514(load case 4), 7=-218(load case 5) Max Grav 2=735(load case 6), 10=1081(load case 1), 7=405(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =12, 2-3=-1339, 3-4=-1339, 4-5 = 243, 5-6 = 283, 6-7 =-78, 7-8 =17 BOT CHORD 2-11 =1244, 10-11 =-32; 7-9=71 WEBS 4-11 =-205, 9-11 =1382, 4-9=-1479, 9-10=-1007, 5-9=-323, 6-9=-482 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 10 considers parallel to grain,value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2, 514 lb uplift at joint 10 and 218 lb uplift at joint 7. 7 Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 r tti A WARNING - VerM design pammeters and READ NOTES ON TWS AND REVERSE SME 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. AppllcabllRy of design parameters and proper Incorporation of component is responsibility of building designer - not truss - - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property i/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties - TOP CHORDS 73 2. Cut members to bear tightly against eachaother. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" fromC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 401, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL IPI TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 EANG-NAIL ® HYDRO,A/R ® Job russ Truss Type ty y HORTON 14673745 DR1965F B ROOF TRUSS 1 1 Job Reference (o tional) sFebt e Industries, nC. on Mar age 1-0-0 5-3-14 10-0-0 14-8-2 i _ 20-M 21-0-0 1-M 5-3-14 4-8-2 4-8-2 5-3-14 1-M Scale = 1:36.0 4x6 = 4 5.00 12 2x4 2x4 5 3 5 2 6 7 Ig 3x4 = e 3x4 = 5x8 = 10-M — 20-M 10-0-0 10-M Plate Offsets ): -1- LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) -0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 > 993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 86 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1004/0-1-8, 2=1024/0-8-0 Max Horz 2 = 105(load case 4) Max Uplift6 = -429(load case 5), 2=-442(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14 BOT CHORD 2-8 =1430, 6-8 =1481 WEBS 3-8=-389, 4-8=536, 5-8=-444 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 6 and 442 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 r .1.1ti A WARNING - VerW design parameter+ and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommonclation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center.plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachTother, o WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate oz Q o joint and embed fully, Avoid knots and wane at joint locations, plates 1 /8" from outside edge of truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(' 6" fromc„ C, CA66 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates, fabrication, For tabular plating 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 40:10 continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 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 r9! 0 MiTeke TM PANEL CLIP IfYORO-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 reeuire 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 b professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ russ ype ty y 14673746 DR1965F BG ROOF TRUSS 1 1 Job Reference (optional) s Feb 19 003 Mi Fek Industries, Inc. Mon Mar age 1 -0-0 5-3-14 10-0-0 14-8-2 20-0-0 21-0-0 1-0-0 5-3-14 4-8-2 4-8-2 5-3-14 1-041 Scale = 1:36.0 4x6 = 4 2x4 11 2x4 I 5.00 12 3x4 75- 3x4 2x4 11 3 5 2x4 II 25 x II x II 26 2 IIEi 6 7 Io 27 zxa 10 2x4 11 2x4 11 9 2x4 11 8 2x4 11 283x4 3x4 — 2x4 11 7x8 = 2x4 II 2x4 11 5-3-14 10-0-0 14-8-2 20-0-0 5-3-14 4-8-2 4-8-2 53-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) -0.05 9 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) -0.08 8-9 >999 BCLL 0.0 Rep Stress Incr NO WE, 0.22 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 124 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-11 oc purlins. BOT CHORD 2 X 6 SYP No.2ND 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) 6=902/0-8-0, 2=902/0-8-0 Max Horz 2=107(load case 4) Max Uplift6=-373(load case 5), 2=-373(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-25=-1514, 3-25=-1445, 3-4=-1053, 4-5=-1053, 5-26=-1445, 6-26=-1514, 6-7=34 BOT CHORD 2-27 =1325, 10-27 =1325, 9-10 =1325, 8-9 =1325, 8-28 =1325, 6-28 =1325 WEBS 3-10=81, 3-9=-445; 4-9=476, 5-9=-445, 5-8=81 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 6 and 373 lb uplift at joint 2. 6) Girder carries hip end with 2-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 15.71b dawn and 10.0Ib up at 18-0-0, and 15.71b down and 10.O1b up at 2-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-25=-74.0, 4-25=-61.7, 4-26=-61.7, 7-26=-74.0, 2-27=-20.0, 27-28=-16.7, 6-28=-20.0 Concentrated Loads (lb) Vert: 27=-15.7 28=-15.7 Junaidie Budiman, Lic.#4511il MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 rrti AWARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MRek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation. of component is responsibility of building designer - not truss -- designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Becommsndatlon available from Truss Plate Institute, 563 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1'i4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE 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 401 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL 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 b professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 .GANG -NMI ® HYDRD,A/R Job russ russ ype ty y 14673747 DR1965F CG SCISSORS 1 1 Job Reference (o tionap s e I e Industries, nc. on Mar age 1-0-0 4-0-15 7-6-0 10-11-1 15-0-0 16-" 1-0.0 4-0-15 3-5-1 3-5-1 4-0-15 1-0-0 Scale = 1:28.4 4x6 = 4 5.00 12 2x4 = 2x4 = 3 5 8 2 5x8 = 6 it 7 Io 2.50 F123x4 = 3x4 = 7-6-0 15-0-0 7-M 7-6-0 Plate Offsets[6:0-1-11,0-0-71 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 > 908 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.11 6 n/a BCDL 10.0 Code FBC2001 list LC LL Min I/defl = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=782/0-1-8, 6=782/0-1-8 Max Harz 2=-80(load case 5) Max Uplift2 = -340(load case 4), 6=-340(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4=-1625, 4-5=-1625, 5-6=-2090, 6-7=10 BOT CHORD 2-8 =1935, 6-8 = 1935 WEBS 4-8=969, 3-8=-394, 5-8=-394 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 lb uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 l ISM AWARMNO - VerVy des(gn pamnwtere and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property B securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each2 " other. o WEBS J5 Cc 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ; ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 O a _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(' 6" fromc„ C7 panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MITqek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of'a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL 1110 TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,0119 r.ANG-NA1L ® HYORO,A/R Job russ Truss I ype ty y 14673748DR1965FJROOFTRUSS141 Job Reference to tionaq S Feb 19 200TWi I ek industries, InC. OnMar 3age 1-0-0 7-" 3 Scale = 1:17.7 5.00 12 2 4 2x4 = 7-0-0 7-" LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.22 1 > 77 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 23 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 = 234/Mechanical, 2=424/0-8-0, 4 = 66/Mechanical Max Horz 2 = 188(load case 5) Max Uplift3 = -213(load case 5), 2=-138(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 3 and 138 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 511 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 1 tti AWARMNO - Verffy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All Ye„ 0 cr 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or 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, 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. 4 4 The first dimension is the width 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, 40", unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, M] I 14. Do not cut or alter truss member or plate without prior appfoval of to professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG -NAIL ® ofYORO,AIM Job Truss Truss Type City Ply D R HORTON 14673749 R1965F J1 MONO TRUSS 10 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:05 2003 Page 3 1-0-0 1-0-0 1-M 1-M Style = 15.5 2 5.DD 12 1 4 1-0-0 2A= LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP,No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=177/0-8-0, 4=9/Mechanical, 3=-17/Mechanical Max Horz4=45(load case 4) Max Uplift2=-117(load case 4), 3=-21(load case 5) Max Grav2= 1 77(load case 1), 4=9(load case 1), 3=26(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 2 and 21 lb uplift at joint 3. 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 r r[ AWARNINO - VerW design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss --- designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering system General safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties., 8„ TOP CHORDS 2. Cut members to bear tightly against eachc2ca other. o Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 2: Q o joint and embed fully. Avoid knots and wane at joint locations. plates 1/8" from outside edge of a truss and vertical web, a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" fromc8C7C' panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE 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. 4 4 The first dimension is the width to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior opp4oval of a professional MiTek® engineer. 15. Care should be exercised in handling, Jill PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 A. ONG u-NAIL O YORO,AIR Job rus Truss Type ty y 14673750 DR1965F K ROOF TRUSS 4 1 Job Reference to tional) sFebI e Industries, nc. on Mar age 1-0-0 i 5-0-0 1-0-0 5-0-0 3 Scale = 1:13.9 5.00 12 2 4 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.07 1 >237 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 155/Mechanical, 2=335/0-8-0, 4 = 46/Mechanical Max Horz 2=137(load case 5) Max Uplift3 = -1 49(load case 5), 2=-126(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 3 and 126 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 r rK A WARNING - VerVy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. — Design valid for use only with Mliek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brarcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MHandlingInstallinqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. iTek® Symbols Numbering System General safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1/9 securely seat. J2 J3 J4 owner and all other interested parties.. F 4 TOP CHORDS F 2. Cut members to bear tightly against eachfcsc other. o WEBS JS ir 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; ; ¢ joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of 0 0 a is _ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(' 6" from adjacent joint.) C8 C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J 1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, 14. Do not cut or alter truss member or plate without prior oppSovol of -to professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 NG- O HYDRD,A/R ® Job rus Truss Type ty y HORTO 14673751 DR1965F L ROOF TRUSS 4 1 Job Reference (o tional) sFebI e Industries, nc. on ar age t 0 0 3-" 1-0-0 3-" Scale = 1:9.2 5.00 12 2 1 4 2x4 — 3-" 3-" LOADING (psf) TCLL 30.0 SPACING 2-0-0 Plates Increase 1.33 CSI TC 0.11 DEFL in (loc) I/defl Vert(LL) n/a - n/a PLATES GRIP M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 69/Mechanical, 2=253/0-8-0, 4 = 26/Mechanical Max Horz 2=85(load case 5) Max Uplift3 = -83(load case 5), 2=-121(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 =-54 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 121 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 Iil MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 t rti WARNING - VsrVy design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with M(fek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - --- designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br>9cing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrcatbn, quality control, storage, delivery, erection and bracing, consult CST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13i4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2, Cut members to bear tightly against eachc2caother, o WEBS JS 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; ; Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of U o_ a y V at joint locations. truss and vertical web. a o Unless otherwise noted, locate chords4thitdltlacesPat /4 length(+ 6" from c8 C7 panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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, Indicateslocationofjointsat 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 opp(oval of b professional MiTek® engineer. 15, Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORMOI 8,019 oANGL ® HYDRO 4/R Job russ Truss Type ty y 14673752 DR1965F M ROOF TRUSS 4 1 Job Reference to tional) S e I e Ind, mtfreS, nC. On Mar age 3 1-0-0 1-M Scale = 1:5.5 5.00 F12 2 1 4 1-0-0 2x4 = 1-M LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 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 Cade FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) :3=-17/Mechanical, 2=177/0-8-0, 4 = 9/Mechanical Max Horz 2=45(load case 4) Max Uplift3 = -21 (load case 5), 2=-117(load case 4) Max Grav 3=26(load case 4), 2=177(load case 1), 4=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3 and 117 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 61 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 t tti A WARNING - VerVy design pamnlisters and READ NOTES ON Tms AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - — designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brarcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 MiTek® Handling Installing and Bracing Rocommondation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'i4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/e" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-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 Numbering System J2 J3 J4 TOP CHORDS c2 c J5 a:WEBS 3: ; o O r- a c8 c7 c8 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Mi! 0 MiTeke TM PANEL CLIP HYDROS/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of to professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply D R HORTON 14673753 R1965F S ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:34 2003 Page 1-5-0 5-3-5 9-10-13 1-5-0 5-3-5 4-7-8 Scale 1yy:18.5 Id 3.54 12 3x4 Z 3 d 2 8 2x4 II 7 6 5 3x4 = 2x4 = 5-3-5 9-10-13 5-3-5 4-7-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.04 6-7 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-11-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. WEBS 2 X 4 SYP N6.3 REACTIONS (lb/size) 4=308/Mechanical, 2=514/0-11-5, 5=429/Mechanical Max Horz2=228(load case 2) Max Upiif#=-249(load case 5), 2=-217(load case 2), 5=-123(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-3=-1070, 3-4=64 BOT CHORD 2-7=1001, 6-7=1001, 5-6=0 WEBS 3-7=166, 3-6=-1069 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 4, 217 lb uplift at joint 2 and 123 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-74.0 Trapezoidal Loads (plf) Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5=-49.5 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 f tti AWARNING - VsrW des(gn parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss — designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bi'acing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, dellvery, erection and bracing, consult OST-88 Gualtty Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4 to-i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties.. ye„ Tr TOP CHORDS 2, Cut members to bear tightly against each17-1 7 c' other, o 3, Place plates on each face of truss at each oFor4x2orientation, locate Vbajointandembedfully. Avoid knots and wane plates 1/8" from outside edge of c O a _ at joint locations. truss and vertical web. o a o 4, Unless otherwise noted, locate chord splices at /4 length(+ 6" fromc„ C, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width 4 4 CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular to slots. Second in all respects, equal to or better than the dim-ension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 GAPJG-Na1L ® HYORO,A/R® S Job Truss Truss Type Qty Ply D R HORTON 14673754 R1965F S1 ROOF TRUSS 2 1 optional) AGCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 91 11:05:03 2003 Page 1-5-0 1-5-0 1-5-0 1-5.0 Scale = 1:5.4 ddd 2 3.54 12 d d i 4 1-5-0 2.4 = 1-5-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.02 1 >887 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-40/Mechanical, 2=193/0-8-0, 4=6/Mechanical Max Horz2=47(load case 2) Max Upliff3=-40(load case 1), 2=-175(load case 2) Max Grav3=25(load case 4), 2=193(load case 1), 4=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-24 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 175 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-2=-74.0 Trapezoidal Loads (plf) Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 Junaidie Budiman, Lic.tl451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 t t: A WARNING - VerM design pananfetem 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 lot an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - --- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 583 D'onofrb Drive, Madison, W153719. .MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 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.. 4 r TOP CHORDS 73- 2, Cut members to bear tightly against eachcaother, 0 a:3, J5 Place plates on each face of truss at each oFor4x2orientation, locate o QV, o joint and embed fully. Avoid knots and wane at joint locations, plates 1 /8" from outside edge of a truss and vertical web. 00 a o 4. Unless otherwise noted, locate chord splices at 1 /4 length(+ 6" frompanel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates, fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dim-ension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 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 TM CLIP FORM018,019 i1YORMAW 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. 40-0-0 0 1CD 0 oD LL L I 20-0-0 B 5-0-0 15--0-0 I I V\A R-tv1 C: ALL BEARING WALLS TO BE PLACED - L 1 PLY HGR. ICT{CEE 1 REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I I PRIOR TO SETTING TRUSSES.. . 2 PLY HGR. ',ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS L— - - WALLS SHOWN ARE TO BE BEARING.. 3 PLY HGR. SIGNED APPROVAL X k JOB NUMBER: DR1965F DATE: 8-6-02 PITCH: LOAD -SHINGLES 407-321-144 CU SPAN CUSTOMER: D R HORTON 5AG: W H: 12" BY: T.H JOB NAME: MODEL 1965 "D" ELEV. BLOCK M s`- S M K K A9 A11 A13 A15 A17 A19 A A U 1 a i A 1 a p I A o I W I A I a A A A A 14-0-U BRG. IN ENTRY 14-0-U i CLG. A2 VOLUME CLG: A2 AG1