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326 Lusitano Way - BR03-002428 - SFRLIM, - M14w, PERMIT ADDRESS CONTRACTOR D R Horton ADDRESS 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 _. PHONE NUMBER CBC 055300 PROPERTY ADDRESS PHONE NUMBER ELECTRICAL CONTRACTORc„?C1` MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE t7 s d SUBDIVISION )) t r, PERMIT #;6 DATE "00s PERMIT DESCRIPTION QQY IL r p CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 326 LUSITANO WAY for which permit 03-00002428 has heretofore been issued on 8/06/03 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 {Q, S F 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 DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled rm 47 - Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In j - '' C lrh Lines In Meter I V IjSewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs 1 PS VU Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FRRG PATn nATR 8/20/03 8/22/03 8/06/03 9/19/03 8/15/03 8/06/03 8/06/03 8/06/03 in\U[oil]010 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 326 LUSITANO WAY for which permit 03-00002428 has heretofore been issued on 8/06/03 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 8/06/03 279.61 01-PLAN ALTERATIONS 8/28/03 65.00 01-POLICE IMPACT - RESID 8/06/03 91.93 01-RADON GAS TAX FEE 8/06/03 13.92 01-ROAD IMPACT FEES 8/06/03 847.00 01-RECOVERY FD/CERT. PGM. 8/06/03 13.93 01-SCHOOL IMPACT FEE 8/06/03 1384.00 WD IMPACT:SINGLE FAMILY 8/06/03 650.00 SD IMPACT:SINGLE FAMILY 8/06/03 1700.00 1 1 Al n . 140 1 . \ 0/ 2- OWNER BUILDING OFFICIAL / 6POE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: \ -;)-S -03 PERMIT #: dC ADDRESS: CONTRACTOR: \ PHONE #: y(--)`) - 8 -) a - (A 8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering Public Works Utilities Cc I'm I cz19/0(0 Fire V1 cA Zoning 3 1 OLicensing V- ( k CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) Tim wbcSS,sZ Ij FXOJ/ YMO- M15 ?"01 Ov? OAK 15 17454,% CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: ,a-2-63 PERMIT #: a ADDRESS: -DQQ o CONTRACTOR: \ l R Q)AzcirN PHONE #: y(--)) - 8 -) a - ' 8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. gineering r2-/41M 71 Public Works j Utilities Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTI FCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** f q1t, DATE: ,a-,_(5 PERMIT #: 8 d A a ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire n LlyCo3 rublic Works []Zoning Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUP1 REQUEST FOR FINAL IlNSPEt lio ' SINGLE FAMILY RESIDENC * * i o DATE: PERMIT #: a uR' t 0 a m v tV ADDRESS: Ly r UA 0 CP a a 6- a c W CONTRACTOR: \ Cj ( W i k U- U. PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineerino Publ Fire Zoning Licensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD IN PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION O.M.B. No. 3067-0077 Expires December 31, 200E 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 326 LUSITANA WAY CITY. STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block_ Numbers, Tax Parcel Number, Legal Description, etc.) LOT 90, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE(LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP COMMUNITY 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 4117/94 4117/94 A 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC, B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): 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) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Nutrtber 1(Select the building diagram most similar tothe 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 AlA30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, ARIAH, 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 ConversionlComments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 29. 4 ft.(m) d o b) Top of next higher floor 38.8 ft.(m) 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, 9 ft.(m) E o e) Lowest elevation of machinery and/orequipment servicing the building (Describe in a Comments area) 29.2 ft.(m) E 5 o f) Lowest adjacent (finished) grade (LAG) 27.4 ft.(m) o g) Highest adjacent (finished) grade (HAG) 29. 0 ft.(m) d 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 certiricate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. r" CERTIFIERS NAME: WILLIAM R. MUSACTELLO, JR LICENSE NUMBER: 4928 0 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH;S+Et, E.180 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 11/25/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NOwy Policy Number 326 LUSITANA WAY CITY STATE ZIP CODE Company NAIC NumberSANFORDFL32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FORZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe Bevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number_(Select the building diagram most similar to the building forwhich this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch orphotograph.) E2. The top of the bottom floor (including basement orenclosure) of the building is _ ft(m) _in.(cm) aboveor below (check one) the highest adjacent grade. (Use natural grade, ifavailable). E3. For Building Diagrams 6$ with openings (seepage 7), the next higher floor or elevated floc (elevation b) of the building is _ ft.(m) _in.(cmm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(c m) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E forZone A (without a FEMA-issuedorcommunity - issued BFE) orZoneAO must sign here. The statementsinSections A, 8, C, and E are correct to thebest ofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP SIGNATURE DATE TELEPHONE GUMMENFS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized bystate or local law to certify elevation information. (Indicate the source and date ofthe elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) orZone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. NUMBER G5. DATE G6. DATE 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. BFEor (in ZoneAO) depth of flooding at the building site is: — _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE bIbNAIUKIz DATE COMMENTS IFEMA Form 81-31, January 2003 I i Check here if attachments Replaces all previous editions FLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 90, 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). PGA F.P 611N LOT 89 .06. 46.13' N90'00'00"E toaoG' CNpF,tE gRP E. ff\P\&• N L2 w\ O a v O o cQ.p a vo O o O Z V) 7.5' t_:•.;;:... DR0. IVE IS ON 1"=30' GRAPHIC SCALE own 0 15 30 1QA=23'06'40" R=75.00' LOT 91 L=30.25' CB=S54'51'59"W C=30.05' IS r,.. 1.3' OFF R n.;4O1 i0' 58 a S7B' 2'38 PTCB 7 I. y r: p 0 GO h, R=50.00• CERTIFIED TO AND FOR THE G L=78.54' CB=S45'00'00"W C-70.71' EXCLUSIVE USE OF: LUSITANA WAY D.R.H. TITLE COMPANY OF FLORIDA INC. 50' RIGHT OF WAY FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA ANNA L. HOLLIS BANK AMERICA . CENTERLINE OF RIGHT-OF-WAY I NOTE: PC 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 11-21-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN, 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONEA, AREA WITHIN 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE. BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 90 BAKERS CROSSING PHASE 2 AS BEING SOO'00'00" E PER PLAT. FIELD DATE:) 7-31-03 CKB REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ FINAL LEGEND BUILDING SET13ACK LINE CENTERLINE RIGHT OF WAY LINE 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 5/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBb6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 Q FND NAIL AND DISC LB #6393 (11121103) SET 1/2" IRON ROD AND CAP LB #6393 (11121103) CNA CORNER NOT ACCESSIBLE a 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 OFTANCENCY TYP TYPICAL A/ C AIR CONDITIONER - - CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA V W FOR THE i f FIRM 1S ATELLO JR. PSMy49 8 DATE JOB NO. NO. ASM41825 DRAWN BY: IFORMBOARD 8-11-03 CKB PLAN 5-15-03 SOO 1ji, s # 7 CITY OF SANFORD PERMIT APPLICATION S 5 u t hT 1, Perir.t # i ; Date: ti Job Address. _ `A o. lrl C ro l! 3 - G L.S f Descnpt on of Work: `,.Mr` c — f-e YU i `zl;' iHstorcDistrictZoning: Value of Work $ xo' Permit Tyll Building Electrical Mechanical .Plumbing Fire Sprinkler/Alarm Pool t 12 2 Jy Electrical, New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole art`% r z Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Cale. Required) 4; t Nit r ' x Plumbtng/;New Commercial: # of Fixtures # of Water &Sewer Lines # of Gas Lines °£ IM ` IPlumb ng/New Residential # of Water Closets Plumbing Repair — Residential or Commercial t+ 4 u,, Occupancy Type Residential` Commercial Industrial 'Total Square Footage: ` gl y ,Constructton Type # of Stories: # of Dwelling Units Flood Zone: (FEMA form required for other than Parcel # ( Attach Proof of Ownership & Legal Description) tPad y Owners Name & Address: h JS W ADVANTAGE PLUMBING, INC. Phone: ee L1: BOX 620027 ContractorName & Addr s OIIEdOrCOFiI@!t3"z3fr29927 5r - P.356_3994 -State License Number: Phone & Fax. X 1 . lob. --L L k..7 Contact Person , i` Phone: IIf xBondin Company I Address.; Mortgage Lender' 1, S771G Address t rF f ArchitecIUEngineerPhone: Address { I Fax: i54 ire x 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 t issuance of a.permit and'that all work will be perforated 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 r AIR , CONDITIONERS, etc. - - i rY 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 ncoastruction,and zoning:' WARNING, TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING i 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. a I, NOTICE: j In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe found in the public records of thiscountyIandtheremaybeadditionalpermitsrequiredfromothergovernmentalentitiessuchaswatermanagementdistricts, state agencies, or federal agencies. Acceptance, of permit is verification that:[ will notify the owner of the property of the requirement Flori w, FS 713. ; 7 Signature of Owner/Agent.Date Signaattuure 'ofCo gent ate owil Pant Owner/ Agent's Name -Print Contractor/Agent's Name J_63 w' CSignatureofNotary -State of Florida Date Signature of Notary -State of F ' ' Date MARINA Y. HALL `c MY COMMISSION CC 875840 ^" E fAS: Februa + Owner/AgentisPersonallyKnowntoMeor ,Contractor/Agent i Per na'1 •` qJN 1 2004'• Produced ID Produced (D /{tOw } Notery Public Underwriters r' ' ' bR qiAPPLICATION APPROVED BY: Bldg: ZoninL Utilities: FD: l I jwsi (initial;,& Date " (Initial & Date) (Initial& Date) (Initial &Date)` t Special Conditions: r 1r a 4: p i h ICI r Kuhl CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number: " Date:' The undersigned hereby applies f/or a permit to install the following electrical: Owners Name: ;rQ, /YO Tan , r! Address of Job: •59to S i 0 I.CJa,,j Electrical Contractor: Residential: Non -Residential: I By Signing this application I am stating that I am In compliance with City of Sanford. Electrical Code. Applicant's Signature State License Number CITY OF SANFORD PERMIT APPLICATION Permit # . a S J P Date: Job Address2Q 44 Description of Work: Historic District: Zoning: Value of Work: $ 06d Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PocZl Electrical: New Service — # of 9MPS Addition/Alteration Change of Service Tempor* Pole Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy Calir_ Required) F...- Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required i'or oavt wart x) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Q jTI Phone: _ Contractor Name & Address: M, AVR urwmiay. ATE? rnwm T to License N Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer. Address: Phone: Fax: u g017 5E?3Gn Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work done in compliance wi all applicable )Pws rcgwanngconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIC F CO, EMENT MA, SULT IN YOC1k IV; "TNGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN ANCINO ULT Wr E OUR LENDER OR ly1Q ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional this county, and there may be additional permits required from other govemmerr Acceptance of permit is verification that I will notify the owner of the pyoperty of Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personalh Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) S? ccia! Conditions: Zoning: sfiictions ap a to pr )Serty at maybe found in e public record; of entities water genre districu, state a es, or federal agencies. h e remen Florid ien Law, F q q 03 Signature of Conezetor/Ag(enntDate Rylt, e-C -1 Co1.ie I ( D Ry, SG P Contractor .oent's ame MA . gjIQ)0 Signature of N -ry-State of Florida Date Contractor/ A2e-.: is r 1'ersonaliv Known to Me or Product,' : D Initial & Date) FD: r 1 & Dat: S pY'PU''i MIRINDA C. TURNER MY COMMISSION # DD 212893 a`. EXPIRES: June j4607— r o F Borde;t'.7.ru'drWj Public underwriters 5-06-2Q3 7:39ArA FROM WKi+O:•r.a- v .--V:r,v v,.+.rr<:xc•.r,;t+.:;,,.., ,.,q, •, . •,• ,. .. CrTV OF SANFORD PERMIT APPLICATION Z Date:, —Iq-03 fsermit Typc Building Electrical .. ` Mttehanical Plumbing _ Fire Sprinkler/Alarm r Poo Servicc Ternpof8ry Pole Electrical. New Service p of AMPS 160 Addition/Alteration Change of _ Mechanical: Residential ' Non•Rdsidcntial Replacement New (Duct Layout & Energy Gilt. Required) Plumbing/ New Commercial: a of Fiziures iy of Water & Sewer Lines u of Gas Lines Plumbing/New, Residential: q of Water Closets ._ Plumbiae Repair- Residential or Commercial Occupancy Type: Residential I Commercial Industrial Total Square Footage: _ Construction Type, p of Stories: is of Dwelling Unih: [Mood Zone: (FEMA form required for other than X) PgRd %: Artach rmo(of Ownership & fw•gal Description) k) J ) s zs r rOwncraNameAdd J e-'r--5 L lC ZZ eContractor %me Addrss: 27 stale Liccnsc Number - 00 1 S .• L— Mct,-r- t _.._ 3z8 C33a.I — 4 4Phone & Fax: 1 ..._ contact Penton: Met e Phone: Bonding company Addi•esc: .... Mortgage Lender Address: Phone. Architcct/Engieeer: Fax: Address: -. Application is hereby made to obuin a permit to do the work and installations as indicated. I certify that no wtrrk or installanon has commenced prior to theissuanceofapermitandthatallworkwillbepe*formod to meet standards of all laws regulating caauuction in this jurisdiction, i understand thus a separetepermitmusclesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: l certify that sit of the foregoing information is accurate and dial all work will be done in compliance with all applicable laws regulating constructionandzoning" WARNfNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TtiVICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNPYBEFORERECORDINOYOURNOTICEOFCOMMENCEMENT. NOTICE; In addition to the requirements of thin permit, there may he additional restrictions applicable to this properry that rrny be found in the public records of thiscounty, and there may be additional permits requirod fmm other govcmmcntal rnntim such as avatar management dismcts, state agenetes, or tederal agencies. Acceptane: e of permit is ventication ih4r I will notify the owner of the property of the requirements f l'F. loridaLie7 Date Sjoatur-eor Contractor/Agmrt Date Signature of Owner/Agent V _.._. n Ck _P S Print Owner/Agent's Namc Print CuntraCtor/Agent's Na — Dutc Si$ naturc of Nuutry.Sura of FIrinda Hato CignaturNutai tact of Flonda wren/ nGant is .._ Poriunpiw Knnwn to 1c ui t.'umractnr/A cnt is V v,•r;nnally Known to Mc NrutJui. etl117 Noduccri II) ..... ....— AfTLll' Al ION AIIPI(OVED tlY: Illdg:—_._.... /oning:.... Iailitws ___ 11: IniV: 41 I)atc) (Initial & D le) (ln'nal K Dale) Spcoid CoodiiinnN: --- _ Z MarieaLs emoyer 61. - y .`°$ Commission 4021380 Expires: Jul 15, 2007 Bonded Thtu Atlantic Bonding CO., inc. C8UNTY OF SEMINOLE IMPACT EK STATEMENT ~ ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75529 DATE: BUILDING PERMITl4UMB UNIT ADDRESS: Y TRAFFIC ZON!: JORISDICTION: SEC: TWP: R1,!8: SUBDIVISIONu TRACT: PLAT BOOK: PLAT BOOK PA8E: OWNER NAME: ADDRESS: __ APPLICANT NAME: -_---_--_-_-----_-__--_-_--------``-_---_-_-_-_~_---_--_-----_- ApDRESS: LAND UGE CATE8ORYu 001 - Single Family Detached House TYPE USE: Residential WORKDESCR%PTION: Single Family House: Detached - Construction OTAL I)U TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADG XLECTQRS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE Q dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00' AM 2,285.00 STATEMENT RECEIVED BY: GIGNATUREom__ PLEASE PRINT NAME) DATE: --- 7--=--....... -.... .... NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: i-COUNTY 3-CITY 2-APPLICANT 4-001JNTY I*NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. - p`PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUHTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICEx 1101 EAST FIRST STREET, SANFORD, FLORIDA 327710 (4O7)~665-7474" PAYME}!7 SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CMECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP ' LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** M FEDERALEMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200' ELEVATION CERTIFICATE Im rtant: Read the Instructions on EMI - 7. SECTION A - PROPERTY OWNER INFORMATION ForshmmeCompany UN: D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) -OR P.O. ROUTE AND BOX NO. Company NAIC Number XXXX LUSITANA WAY CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 90, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-reskim tial, Addition, Accessory, eta Use a Comments area, If necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type)- W - ##' - ##.##- or ##.#####) 0 NAD 1927 NAD 1983 0 USGS Quad Map O Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SEMINOLE COUNTY 120294 FLORIDA 94, MAP AND PANEL 87, FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX 86. FIRM INDEX DATE EFFECTNEIREVI.SED DATE B8. FLOOD ZONE(S) 7_ons A0, use d" dAooc ) 0045 E 4117M 4117/95 A 24.6 1310. Indicate the sourceoftheBase Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM 0 Community Delmnined ® Other (Describe): NEAL HILER ENGINEEPJNG, INC. B11. Indicate theelevationdatum usedfor the BFE in 89: Z NGVD 1929 NAVD 1988 Other (Describe): — B12. Is the building located in aCoastal Barrier Resources System (CM area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* 0 Butiding UnderConstruction' Finished ConstuUion A new Elevation Certificate will berequired when construction of the building iscomplete. C2. Building Diagram Number 1(Select the building dagram most similar to the building for which this oertiflcate is being completed - see pages 6 and 7. t no diagram accurately represents the building, provide asketch or photograph.) C3. Elevations — Zones AlQ0, AE, AH, A (with BFE), VE, V11430, V (with BFE), AR, ARIA, AR/AE, AR/AII A30, ARIAH, AR/AO Complete Item G&-a-i below according to the building diagram speafied In Item CZ State the datum used. If thedatum isdtferenl from the datum used for the BFE In Section B, convert thedatum to that used for the BFE. Show field measurements anddatum conversion WcUlaton. Usethespace provided orthe Comments area of Section D or Section G, as appropriate, to docdmehht the datum conversion. Datum Conversan/Comments _ Elevation reference mark used _Does the elevation reference mark used appearon the FIRM? Yes ®No a a) Top of bottom floor (including basement or enclosure) 229. P fL(m) o b) Top of next higher floor NIA . _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. _ft.(m) o d) Attached garage (top of slab) WA. fl (m) o e) Lowest elevation of machineryandlor equipment m savidng the building (Describe In a Comments area) NIA. ft (m) a f) Lowest adjacent (finished) grade (LAG) WA, ft.(m) z' o g) Highest adjacent (finished) grade (HAG) WA. fl.(m) ;5 o h) No. of permanent opening (flood vents) within 1 fl. above a jacentgrade o t) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certif caterepresents my best efforts to interpret the date available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATEL LO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STREETsSi1" .180 n I . A ORLANDO FL 32803 815103 ( 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 I For Irmsuranoe Company Use: XXXX LISITANA WAY CITY STATE ZIP CODE Company NAIL NumberSANFORDFLI j SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides ofthis Elevation Certificate for (1) community official, (2) insurance agentbo rimy, 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) FORZONE AO ANDZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. IftheElevation Certificate is intended for use as supporliM Information for a LOMA or LOMR-F, Section C must be mmpleted. El. Building Diagram Number _(Selectthe building diagram most similarto the buikfingforwhichthis certificate Is being completed — see pages6and 7. 1 nodagram aomrately represents the building, provide asketch orphotograph.) E2. The top of the bottom floor (inducing bwa7 ant or enclosure) of the building is _ ft.(m)—in.(cm) E] above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest acrWent grade. Complete items C3.h and C3.i on frontof form. E4. The top of the platform of machinery andfor equipment servicing the building is _ ft.(m) _tn.(crm) E] above or 0 below (check one) thehighesta4acent grade. (Use natural grade, ifavailable). E5. For Zone AO only: Ifnoflood depth number isavailable, isthe top ofthe bottom floor elevated in a000rdance with the oommunity's toodplain management ordinance? Yes No Unknown. The local official must oertity this inforation In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner oram er's authorized representative who completes Sedans A, B, C (items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or oammunity- issued BFE) or Zone AO must sign here. The statements In Sedions A, A G and E are oared to the best of my Mawledge PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinarim to administer the oom muniry's flood plain management ordnance can oamplele Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engirm, or archilect who is authorized by state or local taw to oe* elevation information. (Indicate the smm and dateof theelevation data In the Comments area below.) G2. E] Aoommunity official oompleted Section E for a building located inZoneA (Without aFEMAassued oroommunity4ssued BFE) orZoneAO. G3. E] The following information (Items G4-G9) isprovided for mmunity floodplain management purposes. G8. Elevation of as -built lowest floor (including basement) of the bulking is: _. _tt (m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions 1 NNN II IN N MI>N NN NNi N IN NI NN NI I NN IN N NN# NI 1 NNI 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 MARYAMME MORSE, CLERK OF CIRCUIT COURT SEiIINOLE COUNTY BK 046154 PG 1319 CLERK'S # 2003096370 RECORDED 06/06/i?003 11105137 AM RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of pproperty: Lot(s) 45, 81, 82, 90, 91, and 99 Bakers Crossing Phase 2 Plat Book, Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax M Contractor: D.R. Horton, inc. Phone #: Fax M Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax M Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as Pprovided by Section 713.13(1)(a)7, Flonda Statutes: ame: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inc. 0 by: Q-0j46U o ert awson, stant ecretaryCorporateSea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,20 )3 by Robert A. Lawson Assistant Secretary of D.R. Horton, lne., a e aware Corporahon, on e a oft iorporation. He/She is personally mown to me. Notary Public, State and County Aforesaid ILIA .Cli"Q LCPATRICIA COULTONRYAPUBLICSTATEOFFLOR: OMMISSIONNO, DD134330 COMMIsSa'7i, 1 gyp 1llI.Y2b,2006 1 a . n. ; .. .._ otary tgna a Notary Seal CITY OF SANFORD PERMIT APPLICATION Permit #: Job Address: Q Description of Work: Historic District: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempor"ty Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy C'alc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Cotmercial Occupancy Type: Residential / Commercial Industrial Total Square Footage: A Construction Type: # of Stories: ZZ, # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: 2 'i- Phone: 40 i5571t SkOk Contractor Name & Address: w4w t l State License Number: c Phone & Fax: \d\ AMontact Person: 0 Phone: r-cwa Bonding Company: lr_ Address: Mortgage Lender: Address: Architect/Engineer: Phone: _ ._EX JA AddressAL'4 Fax: AQ'1 1 -ZnA 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 ofapermit and that all work will be performed to meet standards of all laws regulating construction in thisjurisdiction. 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 A=AVCT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating sonstruction 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 pe t i v rc 'on that 1 will notify the owner of the property of the requi7% 713. Signature of Owner/Agent Date Signature of Contractor/Agent 1 Date Print Owner/Agent is - Produced iD rare lu47k OA COULTON Ua ARY PUBLIC STATE OF FLORIDA COMMISSION NO, DD134330 COMMISSION EXP. iULY 26.XM APPLICATION APPROVED BY Bldg: `' Zoning: Initial & Date) PATRICIA COULTON PUBLIC STATE OF FLORIDA Unities: M Date or initial & Date) (Initial & Date) (Initial & Date) Special Conditions:c..Gs i - gar June 9, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. for the following work: Construction of a SFR on Lot 90, Bakers Crossing Phase 2, 326 Appaloosa Ct. Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner', recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 9 (407) 857-9101 9 Fax (407) 857-9228 Roger Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. WITNESSES: Signature Patricia Coulton Printed/ Typed Name r rl± Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Owner) Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 6th day of June, 2003 b Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is perso ally known to me or who produced their Florida State Identification. i r rx rAf PATRICIA COULTON NOTARY PUBI IC STATE OF FLORIDA COMMISSION NO. DD13A330 MYCO MISSIO\!I:` ULY26,2006NotarySignature 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 Limited Power Of Attorney I hearby name and appoint: Craig Coulton and each agent's o_ f D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Building Dept. of: C -tu 0 (. 17a- L`1)r, For a residential permit for work to be performed at: on Lot # : (C> -)- 2- Subdivision akus Cross" Address: And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Ki71-1;0ef ature of Contractor This foregoing lnstryqnenwas acknowledgec Date: Who is personally o n to me. State of Florl County of N6f" aryP,tlblic Signature before me this: By: Richard B. Ladd ( Contractor ) OFFICIAL, NOTARY" SEAL NPATRICIA COULTON OTARY PUBLICSTATEOFFLORIDACOMMISSIONNo, DD um0 MY COMMISSIONEXP. ULY 26 2006Notary Seal CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE 8 (407) 330-5630 APPLICATION FOR UTILITY SERVICE: ACCOUNT(FULL NAME) N A.M] ' _.__ _._ _D -IK - t o 4a it . Zrr- . SERVICE: ADDRESS I-AX 11 (407) 328-7367 MAILING ADDRESS' 02 0 - t Aiq}' , r 1TP ` ZIP a TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE 0w r1 2a't' COMMERCIAL A. Lay, ,w 9+1 T Ei+-I-c- O ytQ G' {7auv l yn W O R KBE __9 10 1 SOCIAL SECURITY# NA HOME# f\)-R OWNER OF PROPERTY_ a'9' . 4or} 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 SERVICE ADDRESS. I MUST PAYALLOUTSTANDINGCHARGES. I UNDERSTAf4DftHAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE SIGNED; DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL $ CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE_ CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 1. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2. Two (2) complete sets.of construction design drawings drawn to scale, Complete sets to include: r sizes for all bearing walls. Provide aide view details a. Foundation plan indicating footeofthesefooterswithreinforcement bar replacement. b. Floor plan indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance ofHandlcapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. o d. Cross sections all wall sections to be used In the structure. Bearing non -bearing inter and exterior. Show all components of wall section. a Framing plan for floor joists where conventionally framed. Plan toIndicatespan, size and species of materials to be used. 0 f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. n 9. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: S.F. Garages/Carports; S.F. I'orch(s)/Entry(s)----S.F. Patios) ,. - S.F. Conditioned structure Total (Gross Area)------5'F' 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: R. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, FI (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact theCityEngineerfordetailsregardingthearborordinanceandpermit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNERIBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tie beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other 2ADATESIGNATURE By Owner or Authoriz Agent) l 'APMX P-8T.#„ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS :mil AND ADDRESS Name Address (02t;n 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. Name Address City/State/Zip Phone & Email Phone & Email gINSTALLATIONADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: -EQ>-k 't-' 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 SHALLGOERELATIONSHIPOFTHEPARTIES. Apex Representative Signature Date ustomer or A-g-ehit Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedinliteratureprovidedbyDowElanco: 1. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4. during those years, Inform the Customer of: a, any new or Increased termite activity noted at the Stationsb. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementforerquarter (3mo period) payable on or before the end of the previous monitoringthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly Period. After per year. p g q y payment amount, not to exceed 10 /o The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the areas) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact standing waterunderpiertypestructure, 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 WARRANTYFURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROIRE FWWORKMANLIKETHE PRODUCT OR SERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTYCustomerexpresslywaivesandreleasesanyclaimsinanylawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any eventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheskind, and In no. ervice to be performed. 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 or, sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the,general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that; All componentsoftheSentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of theComponents, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized 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*. (I)so notify the Customer, (2)offer Customer the alternatives of either using a different form of termite protectionordiscontinuingtherelatlonship(notet 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)iftheCustomerelectstodiscontinuetherelationship, or if Apex cannot offer an effective differentform of termite protection, refundtotheCustomeranamountequaltothefeepaldforservicesnotyetreceived, andi (S)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 theComponents; and; (2)either agree with Apex on the use of it different form of termite control or elect to discontinue this relationship. ADDITIONSAND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the Initial installation. Prior to; (1)the Structures) being structurally modified, altered, or otherwise changed or; (2) to any termlticlde being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will immediately notify Apex in writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require And adjustment In the annual fee. DAMAGERELATEDTOSERVICEApexwillexerciseduecare while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/ DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex. Corporate Headquarters located In MerrittIsland, 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 responslbillties under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, sttikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3) termite damage resulting from direct wood to soli contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder.. Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all the provisions of the Uniform Arbitration Act as in force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, to sea. Tht proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or It: designee. The arbitrator will have the complete power to determine till Issues of fact and law, and any determination of the arbitrators wit be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an lndivldual 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 tiny liability hereunder If Apex determines, In its sole discretion, that It is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing t The Apex Corporate Office. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the identine Property for any purpose contemplated by this Agreement, Including but not limited to re-lnspectlon, 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 I (one) year from Its effective date. After th initial12 (twelve) month period, Customer may transfer or assign this Agreement with a j= transfer fee payable to Apex within thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd N MerrittIsland, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510 407.459-2847 407.8S8-0540 813.221.2847 800-929-2847 888-764-2847 877.459-2847 p PLOT PLAN DESCRIPTION: iA PAIL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, aCITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 49 BAKERS CROSSING PHASE 1, THENCE S89'35'18"E A DISTANCE OF 251.10 FEET; THENCE N00'00'00"E A DISTANCE OF 82.96 FEET; THENCE N15'09'43"E A DISTANCE OF 85.13 FEET; THENCE N31'09'59"E A DISTANCE OF 45.82 TO THE POINT OF BEGINNING THENCE N31.09'59"E A DISTANC OF 33.91 FEET; THENCE N61'11'51 "E A DISTANCE OF 51.74 FEET; THENCE S90'00'00"E A DISTANCE OF 46.13 FEET; THENCE S00'00'00"E A DISTANCE OF 116.26 TO A POINT ON A NON TANGENT CURVE, SAID CURVE BEING CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 75.00 FEET, CHORD BEARING OF S54'51'59"W, CHORD LENGTH OF 30.05 FEET; THENCE CONTINUE ALONG ARC OF SAID CURVE SOUTHWESTERLY A DISTANCE OF 30.25 FEET THROUGH A CENTRAL ANGLE OF 23'06'40"; THENCE N46'41'21"W A DISTANCE OF 116.06 FEET TO THE POINT OF BEGINNING, CONTAINING 0.21 ACRES t. WE DO NOT ACCEPT RESPONSIBILITY FOR lz P 46.13' ANY ERRORS THAT MAY OCCUR FROM THE tP P USE OF THE UNRECORDED / PROPOSED OQ _ S90 00 00 E ------------- PLAT THIS PLOT PLAN IS BASED ON. PROT O90 D DRAINAGE TYPE A Oz POINT OF ;o$rn BEGINNING porno' /' qg PROPOSED E LOT 91 22.6' 28. 5cb PPo. AOo I 2 o py0 "Do 1" \ ry • O`O II GRAPHI SCE ALE -yR •cb aze9yAcvz9011Y 2 06PROPOSED POINT °OF LOT 89 \ 5° `::4 r. COMMENCEMENT SE CORNER OF LOT 049 w \ , f,n ,.t,•+. ,1? BAKERS CROSSING, PHASE 1 $ FLOVI 1 1 PLAT BOOK 60, PAGES 27-29 rn OI T ". ' S.AB rE.rVA7ON J' 8 Z MUST BE 16" Ac C' R01N '' ``Py." O R-5°00 w OF ADJACENT ROAD UNLE ` 639' ' 589'35'18"E `s'y, C'3 PT 291:10 OTHERWISE APPROVED ?s`',' • i LOT 90 CONTAINS 9698 SQUARE FEET t y / °o 4{aP" l THIS STRUCTURE CONTAINS 1787 SQUARE FEET ,•11J q yApu,, d` PO` TOTALCONCRETE550SO. FT. t ± ; 0400 p { TOTAL SOD 7361 SO. FT. 0 BUILDINGSETBACKSr,/( FRONT: 25 O a-23'06' 40" REAR: 20' R=75.00' PC CORNER: 15' L=30.25' LEGEND MLW: 50' CB=S54'51'59"W — — • — - — BUILDING SETBACK LINE C= 3O.O5' - CENTERUNE MLW MINIMUPOINT M LOT WIDTH PREPARED FOR: — — RIGHT OF WAY LINE POL POINT ON LLIIWNDARY D. R. HORTON XX X PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENT 1. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE a DENOTES DELTA ANGLE PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE THISPLOTPLANISINTENDEDFORPERMITTINGPURPOSESPCPPERMANENTCONTROLPOINTPIDENOTESPOINTOFINTERSECTIONONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION (M) MEASURED PT DENOTES POINT OF TANGENCY LIST FOR CONSTRUCTION. (CALL) CALCULATED TYP TYPICAL ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA END FOUND A/C AIR CONDITIONERC/wCONCRETEWALKCOWCONCRETEBLOCKWALLFURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES sfN SIDEWALK RP RADIUS POINT ONLY, cP CONCRETE PAD R RADIUS THIS IS NOT A SURVEY PPpB PPPLAGTTE $BOOK CS CONCRETE SLAB 0 NA`iORAL GRADE R CHORD LENGTH W RIGHT-OF-WAY THISISAPLOTPLANON , "~sue FT. SQUARE FEET DRR OFFICIALAL RECORDS ROOK I HAVE EXAMINED THE F.LR.M. COMMUNI P7(NEL NO 120289 0045 E DATED 4/17/95 FOUND THE SUBJECT PROPERTY APPEARS, -r LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD. -PLAINT I BEARINGS SHOWN HEREON ARE BASED ON I THEEASTERLYLINEOFLOT90ASBEING N00.00'00" E PER PLAT. FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. - DRAWN B' ASM41825 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. SED: /% J AMERICAN SURVEYING & MAPPING FOR CERTIFICATION OF AUTHORIZATION NUMBER L3/16393 THE 320 EAST SOUTH STREET, SUITE 180 Ali elwt , FIR' ORFLORIDA 5-15- 03 SOD 32801- (407) 46-7 979 WILLIR. MUSCATELLO JR. P M 49 OAn s r wdr MiTek' May 8, 2003 MiTek Industries Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017 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 : L 177515 thru 12177546. Total: 32 drawings. Job :DR2289A Builder :D. R. HORTON Location :STANDARD MODEL 2289, ELEVATION A cis. 3 County :SEMINOLE L-v -,R6 Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty Drive, Suite 300 Chesferfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 ofthe Florida Board of Professional Regulation. This package include: Junaidie Budiman, PE 1) 32 Truss drawing. 2) Truss Index. May 8, 2003 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. r TRUSS INDEX OF JOB DR2289A Trusses included=32 0,'\DR2289A\a.tre" V 12177515 1,"\DR2289A\al.tre" 12177516 2,"\DR2289A\a11.tre" 12177517 3,"\DR2289A\a1a.tre" 12177518 4,"\DR2289A\a2.tre" 12177519 5,'1DR22$9A\a7.tre" 12177520 6, \DR2289A\a9.tre' 12177521 7;1DR2289A\agab.tre" 12177522 8, \DR2289A\b.tre" 12177523 9,"\DR2289A\bl.tre" 12177524 10, \DR2289A\bb.tre" 1 2177525 11,"\DR2289A\bbgab.tre" 12177526 12,"\DR2289A\bgab 1.tre" 12177527 13,"\DR2289A\e.tre" 12177528 14,"\DR2289A\egab.tn3" 12177529 15,"\DR2289A\f18.tre" 12177530 16,"\DR2289A\fl9.tre" 12177531 17,"\DR2289A\f23.tre" 12177532 18,"\DR2289A\f23a.tre" 12177533 19,"\DR2289A\ffl9.tre" 12177534 20,"\DR2289A\fgl9.tre" 12177535 21,-OR2289A\fg23.tre" 12177536 22,'\DR2289A\fg23a.tre" 12177537 23,"\DR2289Ay.tre" 1 2177538 24,"\DR2289A\kAre" 12177539 25,"\DR2289A\ka.tre" 12177540 26,'\DR2289A\1Are" 12177541 27,'\DR2289AUa.tre" 12177542 28,"\DR2289A\m.tre" 12177543 29,"\DR2289A\ma.tre" 12177544 30,"\DR2289A\mt.tre" 12177545 31,"\DR2289A\s.tre" 12177546 NO.45161 ,k STATIE OF March 13, 2002 AWAMNO - Voft dastan pamniietersr and RILW 1v04• S off THIS AND naTrart W SWE asrpoxs EM. vian•,•® Design valid for use only with Mlfek connector*. This design is bated only upon parameters shown, and Is for an IndMdual building component to be Installed and loaded vertically. Applicability of design parameters and proper Inowporatbn of component is tesponslbllty of building designer - not Huss designer. Siccing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure slablilly during construction is the rosponsibWty of the *factor. Additional permanent brbcing of tin* overall structure Is the teaponst0ty of the building designer. For general guidance regarding fabrication, quality control; *forage, detwty, *faction and bracing, corisu8 OU-88 Quality standard, OSI-59 Itrooft SpecMlcatlon, and HIS-91 M iTek® Handling Mstaking and ssackm Recommendation avalloble from Truss plate Institute, 593 D'Onof to Drive. Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to Moth sides of truss and securely seat. 0 For 4 x 2 orientation, locate O plates I/s" 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 V 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 joint and embed fully. Avoid knots and wane i at joint locations, a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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 tabWar plating format rotor to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MiTak/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the re br, responsibilitytY of truss faicator, 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 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicuk3r 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. 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, installationTM 1 CLAtvEL erection and of trusses, 1"3 Mltek Holdings, Inc. FORM018,019 obf Truss ruse Type JUNAIDIE BUDIMAN PE #45161 ty i y 12177516 DR2289A A ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627. 3 1 optional) CCU-SPAN-TFI,, MiTek Industries, Inc. s Aug 20 20i e n ustn is Inc. Wed Mar age r1-0r1-0T_ 6-1-4 11-8-0 17-2-13 _ 234-0__ 1-0-0 6-1-4 5.6-12 5-6-12 6-1-3 Scale . 1:41.7 40 = 4 e.00 (T£ 2x4 2x4 3 5 e Y I6' O1 3x4 = e 7 3x4 = 3x4 c 5x6 0 7-11-8 15-4-9 _ ,_ - 23-4-0 7-11-8 7.5-0 7-11-7 Plate Offsets LOADING (ppsf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/deft = 360 Weight: 105 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-5 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing. WEBS 2 X 4, SYP No.3 REACTIONS (lb/size) 6 - 1081/0-4-0, 2 =1172/0-4-0 Max Horz 2-198(load case 4 Max Uplift6 = -687(load case bl, 2--681lload case 4) FORCES IIb) - First Load Case Only TOPCHORD 1.2-17, 2-3=-1703, 3-4=-1476, 4-5=-1476, 5-6=-1702 BOT CHORD 2.8 =1510, 7-8 =1035, 6-7 =1509 WEBS 3-8 - -365, 4-8 = 534, 4-7 = 533, 5.7 =-354 NOTES (5-4) 1) This truss has been checked for unbalancedloading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0' psi top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure 8 ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. Q LOAD CASE(S) Standard ...,,....,,,,+ 4 1k No. 45161 t Or STATIE 4F aL March 13,2002 A WARMa - V*rW aesym psawransittorwa and R&W NUMB ON TEEM AND IiJStAMU anode BRInOM V=- t...re e Design valid tow use only with M(fek connsclots. this design Is based only upon parameter shown, and Is for an Individual bulding component to be Installed and loaded ver!"liv, Applicability of design parameters and proper Incoipolallon of component Is responsibility of building designer - not truss designer. Stacing shown Is lot kdletal support of Individual web members only. Additional temporary brdoitg to Insure stability duting conshucibn Is the responslblilly of the etecfot,. Additional permanent bibo" of the overall sttuctum k the iespcnsib,ly of the buldi g designer. Far general guidance regoiding lobileatlon, quality control. stoiage, delivery, stectlon and btacing, consul OST-ee Quality standard, DSB-e9 ,racing specification, and Hill-91 Handling Installing and 11racing Recommendation availableIsom Dust Pots Institute, $ea D'Onoblo Dilve, Madison. WI 53719. M iT@k Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1Center plate on joint unless Damage or Personal Injury dimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the platestobothsidesoftrussandbuildingdesigner, erection supervisor, property securelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each cauother. o WEBS J5 cr 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 r/a" from outside edge of O a M at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords splicesP4 length(' 6" from C, u at panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. toslots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA rcB 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 a professional MiTek® engineer. 15. Care should be exercised in handling, TIN CUP erection and installation of trusses. 1993 Milek Holdings, Inc. FORM018, 019 MMRO-AAV 0 0 russ ruse Type ty y JUNAIDIE BUDIMAN PE #45161 12177516 DR2289A Al ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. o tional) r e Industries,Inc. s Aug 20 2001 MiTe n ustnes, Inc. Wed Mar age r1-0-q 6-2-12 11-8-0 19-5-12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale = 1:42. 4x8 II 4 6.00FfT 2x4 0 3 2x4 II 5 8 5x8 - 8 2 M dt 14 d3.00 FTTx4s 5x8 = 3x4 - 9-10-0 19-4-0 23-3-0 23 t-0 9-10-0 9-6-0 3-11-0 0-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.13 8 >999 M1120 249/190 TCDC 7.0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.50 7-8 >457 BCLL 0.0 Rep Stresslncr YES WB 0.54 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 104 Ib LUMBER BRACING TOP CHORD 2 X 4 SYPNo.2D TOP CHORD Sheathed or 3-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2 Rows at 1 /3 pts 4-7 REACTIONS (lb/size) ;'6 = 7/0-3.0, 2 = 957/0-4-0, 7 =1293/0-4-0 Max Horz 2=198(load case4) Max Uplift6 = -97(load case 6), 2=-5690oad case 4, 7=-700(load case 5) Max Grav 6 =111(load case 7), 2 = 957(load case 1), 7 =1293(load case 1) FORCES ( lb) - First Load Case Only TOP CHORD 1-2 =16, 2-3 = -2259, 3-4 = -1612, 4-5 = 394, 5.6 = 363 BOT CHORD 2-8 = 2060, 7-8 = 938, 6-7 = -321 WEBS 3-8=-565, 4-8=1143, 4-7=-1590, 5-7=-421 NOTES ( 6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposedtowind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 6, 569 Ib uplift at joint 2 and 700 lb uplift at joint 7. w 5) This truss has been designed with ANSI/fPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. © 83 LOAD CASE(S) Standard No. 45161 STATE OF s ,. N 1e March 13,2002 A WAmNO - verW design pas swore and READ NOTES ON TRRS AND =VSRSC SIDS BEFORE EM. Design volid lot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incoipoiatlon of component Is iespon"y 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 erects.. Additional permanent brbclrg of the overall structure I; the responslaAlty of the building designer. For. general guidance regarding tobrlcotion, quality control, storage, delivery, section and bracing, consul OST-68 Quality Standard, 031-09 Bracing SpeoMloatlon, and M1-91 ecomendation available from Truss Plate Institute, 583 D'Onohb Drive, Madison, WI63719. HandlingIndoHlnaandBrochmRecommendationM iTek® Symbols Numbering System AGeneral Safety dotes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property 13/. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss. and 1. Provide copies of this truss design to the securely seat.J2 building designer, erection supervisor, property 16 J3 J4 TOP CHORDS owner and all other interested parties.. 7 cz Q 2, Cut members to bear tightly against each other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 0 o oint and embed full Avoid knots and waney plates I/a" from outside edge of d at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP114C, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM016.019 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 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N El MiTek° PANEL TM CUP MMRO,AM0 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. OO 1"3 Mitek Holdings, Inc. O ruse I ruse I ype JUNAIDIE BUDIMAN PE #45161 ty y 12i775174DR2289AA1116472SegoviaCir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627, 1 1 optional) MiTek Industries, Inc. 4.201 Inc. Wed Mar ege r1-0-a 5-9-4 11-0-0 12-4-1 17-6-13 23-4-0 1-0-0 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 Scab . 1:42.3 4x8 4x8 = 4 5 6.00 rTf 3x8 r 3x8 3 8 7 a 3x8 = 1/ 10 9 8 3x8 2x4 II 3x4 = 5x8 = 2x4 II 5-9-4 11-0-0 12-4-1 , i 7.6-13 23-4 0 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 Plate Offsets , : - -[9:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL1 0.10 10.11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TU -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 7 n/a 3 BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-5-10 oc purlins. BOT CHORD2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 7 =1079/0-4-0, 2 =1175/0-4-0 Max Horz 2=189(load case 4) Max Uplift 7=-580(load case 5), 2=-695(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1937, 3-4=-1357, 4-5--1139, 5-6--1358, 6-7=-1950 BOT CHORD 2-11 =1639, 10-11 =1639, 9-10 =1139, 8-9 =1653, 7-8 =1653 WEBS 3-11 =133, 3-10--579, 4-10-338, 5-9=341, 6-9=-595, 6-8=141 NOTES ( 6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 580 lb uplift at joint 7 and 695 lb uplift at joint 2. 5) This truss has been designed With ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. `9It LOAD CASE(S) Standard 1- 1 y No. 45161 ST' ATE OF A QRio March 13,2002 O WABARNO - Vsrj* deaiyn pariaaisS+rs and R"P NOTm ON rwa AND ASi+6 ax anu BE!'ORIt tm. r sw Design voild for use only with MRek Conneclas. This design It based only upon parameters shown, and It for an Individual building component to be Installed and loaded vertically, Applicability of design parameters and proper Incapotatkxl of component k responsbillly of bulding designer - not flue designer. Bracing shown k for lateral support of Individual web members only. Additional ternpwary btackp to Insure stability during construction Is tit tesponslbllity of the erecter. Additional permanent bi4oing of the overall structure Is the responslbWty of the Iwitdkrg designer. For general guidance regarding fabrication, quality confloL storage, delivery, erection and bracing, consuit OST-88 Quality Standard, 031-89 Bracing Specification, and HIS-91 MiTek® HandlingMsittolllnaandlicafteaommendallonovallabWfromTrussPlateInstitute, $83 D'Onottb Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal 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.. S TOP CHORDS 2. Cut members to bear tightly against eachIother. J5 Q 3. Place plates on each face of truss at each for 4 x 2 orientation, locate i - , a 02C7 joint and embed fully. Avoid knots and wane plates I/a" from outside edge of o a at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I14 length(+ 6" from ceckpaneladjacent 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 formal refer to the AROUND THE TRUSS STARTING AT THELOWEST JOINT7. Camber is a non-structural consideration and MiTok/ Gang-Noll 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 PLATESIZEshownindicateminimumplatingrequirements. 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, 4eunlessotherwisenoted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional 1 / 1 M!Tek® engineer. 15. Care should be exercised In handling, installation PANEL TM CUP erection and of trusses. 41993 WelkHoldings Inc. FORM018, 019 HMRI '4W (I) o ` ruse truss type JUNAIDIE BUDIMAN PE #45161 ty y HORTON 2259 A 12177518' DR2289A AlA ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331.4627, 6 1 optional) WAN-T, MiTek Industries, Inc. s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age r 1^_ 6-2-12 11-8-0 19-5-12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale - 1:42. US 11 4 6.00 FTT 2x4 = 3 2x4 II 5 8 5x8 =cc 8 2 rn 3.00 FIT 7x6x8 = 6= 3x4 9-10-0 19-4-0 23.4.0 r 9-10-0 9-6-0 4-0-0 LOADING Ipsf1 SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL, 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.21 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.81 VertlTIJ -0.63 7-8 >439 BCLL 0.0 Rep Stress'Incr YES WB 0.82 Horz(TL) 0.17 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 1041b w LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-7 REACTIONS (lb/size) 6 -1081 /0-4-0, 2-1172/0-4-0 Max Horz 2 =198(1oad case 4) Max Uplift6 = -587(load case 5). 2=-681(load case 4) FORCES (Ib) - First Load Case OnlyTOPCHORD1-2=16, 2-3--3138, 3-4--2516, 4-5=-1872, 5-6=-1927 BOT CHORD 2-8 = 2861, 7-8 =1585, 6-7 =1701 WEBS 3-8 =-532, 4-8 -1533, 4-7 =173, 5-7 =-356 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 1 Orc 13 fLOADCASEIS) Standard IF)'0+' t No.4a161Or STATEof vR1 fat March 13,2002 WAXIM0 - VerM design pamnietom and MW i1r TS 014 TMS MAD MVXRW BIDS BZ"= UM. ar sr. Design valid tot use only wtth MRek omnectas. This design Is bated only upon parameters shown, and is lot an Individual bultding component to be Installed and boded vertbaly, Applicability of design parameter and proper Incorporation of component is respomib- ty of building designer - not truss designer. Bracing shown Is lot lateral support of IntlNkdual web memben only. Additional temporary Woclng to Insure stability duting condructbn Is the responsitowly of the erectoi. Additionalpermanent brbcing of the ovetal structure is the respons id ty ofthebuildingdesigner. For general guidance regordIng fobiloatbn, quality conhol, stotoge, delvery, erection and bracing, consul OST-88 Quality Standard, DSS-89 Srocirlg Speoiloatlon, and HIS-91 Tek® Handling InttalirsgandSracislgRecommendationavalhmableoTruuPlot* lnstlute. US D'Onoab Di", Madison, WI $3719. M Symbols Numbering System AGeneral Safety Dates PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 1/8„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachic2c other. o VVEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o _ 0 Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of o a at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chordsplices I/ a atpanel length(+ 6" from adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in A 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 formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, toslots. 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 continuouslateralbracing, ICBO 1591, 1329, 4922 ff. spacing, or less, ff 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. aMi! 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 Mtek Holdings, Inc. CL• lP FORM018, 014 iNT1O-eW4eL ® Q©,4M OD r Job russ russ Ype JUNAIDIE BUDIMAN PE #45161 tY Y 12177519 DR2289A A2 ROOF TRUSS 16472 Segovia Cir. N. 5 1PembrokePines, FI 33331-4627. optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTekInch-strops Inc. Wed Mar age 1-0-0, 6-2-12 11-8-0 15-6-4 19-8-0 1-0-0 6-2-1 2 5-5-5 3-10-4 4-1-12 Scale - 1:36. 4x6 = 4 3x4 5 6.00 FT'£ 2x4 = 3 2x4 11 6 9 5x5 = a 2 3x4 _ t 3.00FiT 3x4 '- 3x4 9-10-0 14-7-4 19-8-0 9-10-0 4-9-4 5.0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLD 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.14 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.43 2-9 > 542 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 98 lb LUMBER BRACING TOP CHORD 2 X 4.SYP No.2D TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-2-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 =1001 /0-4-0, 7 = 910/0-4-0 Max Horz 2 = 301(load case4) Max Uplift 2=-597(load ease 4, 7=-469(load case 5 FORCES 0b1 - First Load Case Only TOP CHORD 1-2=16, 2.3--2439, 3-4=-1797, 4-5=-1123, 5-6=-0, 6-7=-146 BOT CHORD 2-9 = 2224, 8-9 =1093, 7-8 = 977 WEBS 3-9=-558, 4-9=1175, 4.8=-106, 5-8=168, 5-7=-1343 NOTES ( 6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition ll partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 597 lb uplift at joint 2 and 469 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard A.... IC NO, 45161 tiy s ,k STATE OF Q R 1 March 13,2002 Aw. iw m - verft doeiyn pamnietors and xlsao xoras oN Tws Am mvmw awe sar+ m eras. *® Design vakd lot use only with MRek connectors. This design it based only upon parameters shown, and Is for an IndWuol building component to be Inslafled and loaded vertically, AppN*abMNy of design poiameters and proper Incorpotatkut of component It responsibility of building designer - not truss designer. Bracing shown it for lateral support ofsIndividual web members only. Additional temporary bracing to Insurs stability during construction it the responsibility of the srectof, Additional permanent bNcln g of the overall structure it the responsbNNy of the building dstlgrror. For general guidance regarding lobricatlon, quoRy conhol, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSS-69 Sroclrq Specification, and HIS-91 Teik® HandlingIndonlnaandssocinrg **commendation avoltable from Truss Plats Institute, 583 D'Onolrlo Drlve, Madison, WI53719. M 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 cr For 4 x 2 orientation, locate 2: plates 1 /8" from outside edge of otrussandverticalweb, This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the MRek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dirrrension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Vn Indicates location of joints at which bearings (supports) occur. FORM019,019 WISC/DILHR 870040-N, 930013-N, 910080-N N! MiTeke zt e HYORO,A/R® TM PANEL CLIP General Safety Dotes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job cuss cuss ype JUNAIDIE BUDIMAN PE #45161 tY Y 16472 Segovia Cir, N. 12177520 DR2289A A7 ROOF TRUSS Pembroke Pines, Pi 33331-4627. 1 1 Optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SRI s Aug 20 200 MiTekIndustries, Inc. Wed Mar age r1-0-q 3-9-4 7.0-0 11-8-0 16-4-1 19-6-13 23-4-0 1-0-0 3-9.4 3-2-12 4-8-0 4-8-0 3-2-12 3-9-3 Scale = 1:42.1 5x8 = 2x4 11 5x8 = 4 5 8 6:00 PF 2x4 2x4 G cn 3 8 2 ill Yi 3x8 = 11 10 9 3x8 3x4 - 5x8 - 3x4 7-0-0 11-8-0 16-4-1 23-4-0 7-0-0 4-8.0 4-8-0 6-11-15 Plate Offsets : - , - - : LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.24 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.29 10-11 >956 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.11 8 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 122 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3.0-13 oc purlins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8 = 2193/0-4-0, 2 = 2284/0-4-0 Max Horz 2=135(load case 4 Max Uplift8 =-I 281 (load case 4), 2=-1487(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4228, 3-4=-4058, 4-5=-4347, 5-6=-4347, 6-7=-4056, 7-8=-4225 BOT,CHORD 2-11 =3728, 10-11 =3677, 9-10=3676, 8-9=3724 WEBS 3-11 =-95, 4-11 -815, 4-10=837, 5-10=-810, 6-10=839, 6-9=814, 7-9=-92 NOTES (7-6) 1)This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf' top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per S8C/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1281 lb uplift at joint 8 and 1487 lb uplift at joint 2. 51 This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 602.71b down and 724.8lb up at 16-4-1, and 603.21b down and 725.01b up at 7-0-0 on bottom chord. Design for unspecified, connection(s) is delegated to the ,•,••ems% building designer. 1FIC'+% 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 'ija.• LOAD CASE(S) Standard 7k No. 451611) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-6=-160.3, 6-8=-74.0, 2-11=-20.0, 9-11=-43.3, 8.9=-20.0j •sConcentratedLoads (Ib) "Q ,i .ii•Al Vert: 11 = -603.2 9 = -602. 7 ,Ki Sep 4R I'D l L March 13,2002 WARM. NQ - VerM deatjlin pamnuteine and ROAD AWSS ON TRW AND MVXMW SID6 BRI ORN VU. aneis•ee Design valid for use only with MRek corineolalL This design Is based only upon parameter drown, and Is for an Individual building component to be lnstol*d and loaded venlcolly. AppSoabMy of design posametsn and proper Incaporatkm of component Is iesponslbMy of building designer - not truss designer. Bracing shown k lot btelal support of individual web members only. Additional temporary bracing to Insure stability during consliuction Is the reaponslbiiliy of the elector,. Additional permanent bibcing of the overoll ehucluie It the iesponslbSlty of the building designer. For general guidance regarding labilootion, quality conhol, slorage, delivery, erection and biackiq, consult QST-88 Quality Standard, DSS-89 Bracing SpeeMcatbn, and HIS-91 Handling In talllna and Bracing RehTrust R oommendallon availablehornateInstifule, 563 D'OnoW Dilve, Madison, W I $3719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOLLOW Could Cause Property 13A *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1/8 securely seat. J2 J3 Ja owner and all other interested parties„ TOP CHORDS 2. Cut members to bear tightly against eachc2Q other. cc WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i I;C3N joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of O a 2: truss at joint locations. and vertical web. o a o 4. Unless otherwise noted, locate chord splices I/ aat panel length(+ 6" from adjacent joint,) u C, u 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 platting formal refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. 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. CLIP FORM018,019 fMR -AZR* Job'Truss Truss Type JUNAIDIE BUDIMAN PE il45161 ty y TON 22 12/77521 DR2289A Ali ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627. 1 1 optional) s Jan 2 002 Mi I eK Industries, Inc. Tue Mar age 4,94 8-0.0.. 14-4-1 18-6-13 i 234-0r-14)A 1.0.0 4-9-4 4-2-12 5-4-1 4.2-12 4-9.3 Scale = 1:41.7 Us Us = 4 5 a.00 12 2x4 2x4 G d 7 2 1 I 3x4 = 9 a 3x4 = axe = 5x6 = 9-0-0 14.4-1 23-4-0 9-0-0 54-1 8.11.15 Plate Offsets : , - ' , - LOADING (psf) SPACING 2-0-0 CS! DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.08 9 >999 M1120 249/190 TCDL . 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7.8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/deft = 360 Weight: Ill lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1081/0-4-0, 2=1172/0-4-0 Max Harz 2=163(1oad case 4) Max Upl1ft7=-556(load case 5), 2=-720(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1773, 3-4=-1439, 4-5=-1295, 5-6=-1439, 6-7=-1772 BOT CHORD 2-9 =1568, 8-9 =1295, 7-8 =1567 WEBS 3-9 = -317, 4-9 - 286, 5-9 = 0, 5-8 = 285, 6.8 = -316 NOTES 1 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Providemechanical connection (by others) of truss to bearing plate capable of withstanding 556 lb uplift at joint 7 and 720 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASEIS) Standard x0rc $ 4i i k NO, 45161 STATE OF March 13,2002 Qwutlr m - v rUy design passanwters and R&w xorss oft rms Am RsysRw al ws asmm vw. assovIss® III valid for use only with MRek connect is. 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 hooipotatlon of component is responsb*fy of buiding designer - not huss designer. Bracing shown is tot lotstol support of Individual web members only. Additional tempolory bracing to II stability duiing oondiuctlon is the responsibility of the woclot, Additional permanent bibcing of the overall structure is the wsponslbSSy of the bulding designer. rot general guldancs regoiding fabrication. Quality contiol, storage, delivery, emotion and placing, consuM OST•04 Quality Standard, DSI.89 Bracing Specification, and HIS-91 Handling Installing and Srachrg Necommendallon available from Truss Plate Institute, 563 WOnohlo Ditm, Madison, WI53719. M iTek® ry Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 134 * 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 1/6 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of 0 o_ a at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP 114at panel length(* 6'" from adjacent joint.) ce 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 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, 4e 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 MTek® engineer. 15. Care should be exercised in handling, NPA' erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIPTMCLIPFORMOI8, 019 HMPO-ASN 0 Job Truss Truss I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177522 DR2289A AGAR ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627. 1 1 optional) LONGWOOD, FL 4.201 SR1 s Jan 2 2002 MirekIndustries, Inc. Tue Mar 2 13:06:29age 1-0-0 6.2-4 9-10.0 14-512 _ _ _ 19-8.0 20-80 1.0.0 5.2.4 4-7-12 4-7-12 5-2-4 1-0.0 Scale = 1:37.3 Us = 4 8.00 12 3 5 62 t 7I 3x4 = e 3x4 = Us 9.10-0 19.8.0h 9-10-0 9.10.0 Ste offsets[8:0-4-0,0-3-01, [18:0-0-0,0-0-01,- - - - - : -..- - , I24:0-0-0,0-0-0),125:0-0-0,0-0-01, [26:0-0.0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.47 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.03 6 Ma BCDL 10.0 Code SBC/ANS195 1st LC ILL Min Well = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-9 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. WEBS 2 X 4 SYPNo.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1000/0-4.0, 6-1000/0-4-0 Max Horz 2=1"61(toad case 4) Max Uplift2=-5870oad case 4, 6=-587(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2-17, 2-3--1360, 3-4=-991, 4.5=-991, 5.6=-1360, 6-7=17 BOT CHORD 2-8 =1204, 6-8 - 1204 WEBS 3-8=-360, 4-8=531, 5-8=-360 NOTES 1)'This truss has been checked for unbalanced loading conditions. 2 This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7.98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 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 MII20 unless otherwise indicated. 5 Gable studs spaced at 2.0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 2 and 587 lb uplift at joint 6. 71 This truss has been designed with ANSI/TPI 1-1995 criteria. pDll,,A6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard,•'% 1a.4516# _ 1k 4 STATE R• ' TI7M WARARiyt3 - VerW deeiyrs pwwwtm wW READ NOTES ON TWS AM RNV== 8M i9NFORN USN. s=44 Design valid for use only with MITek connectots. This designk based only upon porcmeten shown, and Is for an Individual building component to be installed and loaded vertloo#V. AppMcablNmo ty o1designparametersandptopetIncpotatlonofcomponent k responsblPty of building designer - not buss El designer. SiccingshownktotlotetetsupportofIndividualwebmembersonly. Additional temporary fixing to insure slabSSy during corsliuctlon k the responslblilty of the eiectoi, Additional permanent bibrcing of the oveta5 shuctum k the responslbSSy of the buildingdesignw, t general guidance regarcling tabticatlon, quality conhol, stooge, delivery, elect" and bnocing, consuS 061-88 Quality Standard, DS9-89 Srooing Specification, and HIS-91 Handling 1nsta1Rng and Sroetng Recommendation available from Truss Plate Institute, 563 D'Otobio Dilve, Madison, WI $3719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property 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. 1/811 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2ca other. Q WEBS J5 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 t/s" from outside edge of O d ° at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 panel len th 6 from adjacent oint. 9 + 1 joint.) ce c ce BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-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. Pk3te 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, to or better than the dimension is the length parallel grade spedqual 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 f . 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 whichbearings (supports) occur. stacks of construction materials,. a14. 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 CUP erection and installation of trusses. 1993 Mitek Holdings, Inc. - FORM018, 019 OfMRO-A1R ® Job e russ I russ I ype JUNAIDIE BUDIMAN PE p45161 ty y 12177523 DR2289A B ROOF TRUSS 16472 Segovia Cir. N. 5 1 Pembroke Pines, FI 33331-4627. optional) LQNUWQQO, FL, MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTakIndustries, Inc. Wed Mar age 1-0-p 6-10-8 13-5-8 20-4-0 1-0-0 6-10-8 6-7-0 6-10-8 5.8 7 3x4= Scale = 1:56.7 6.00 FIT 11 /wedge 6 5x8 i 5 5x6 i 4 8 2x4 II 3 8 Us z 3.00 FTF 2 10 t 5x83x4i 3x4 G 4x6 II 6-10-8 13-5-8 20-4-0 6-10-8 6-7-0 6-10-8 Plate Offsets , - I6:Q-3-3,ETg—eT,—M:0-3-0,0-3-OI LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.12 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.20 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) -0.03 6 n/a SCOL 10.0 Code SBC/ANS195 1st LC LL Min I/deft - 360 Weight: 113 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-6-1 oc puffins, except end verticals. BOT CHORD 2 X 4 SYP'No.2D SOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2'X`4-SYP No.3 3-7-15 REACTIONS (Ib/size) 6 = 988/0-3-8, 2=1030/0-8-0 Max Harz 2=853(load case 4) Max Uplift6 = -826(load case 4), 2=-4650oad case 4) FORCES_(Ib) - First Load Case OnlyTOPCHORD1-2=7, 2-3=-2334, 3-4=-2334, 4-5=-1273, 5-6=-1263, 6-11 =-10, 7-11 =-10, 6-8=67 BOT CHORD 2-10 = 2095, 9-10 = 2092, 8-9 = 0 WEBS 4-10=135, 4-9=-894, 5-9=-485, 6-9=1642 5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. 1f cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 826 lb uplift at joint 6 and 465 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 113 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.....,,,/,_ LOADCASE(S) Standard j' S P10. 45161 a STATE 4F March 13,2002 AWANUM - Vor(& design pamosettersr sw d READ NOMN ONTKIS AND it V RSX SIDE 83FORE I =. Design valid for use only with Wait connectors. This design Is based only upon parameters shown, and is far an Individual building component to be Installed and loaded vertlaaNy. AppNaabMty of design parameters and proper Incorporation of component is responslbMly of building designer - not truss designer. Bracing shown Is: for ioteral support of Individual web members only. Additional temporary bracing to Insure doblMV during construction is the responsibility of the erector. Addltl)nol permanent bf1scing of the overall structure k the iespon"y of the building designer. For general guldance regarding fabrication, quailly controt storage, de"ry, election and bracing, consuls OST•88 Quality Standard, DSB•89 Bracing SpecRkatkm, and HIS-91 Handling Instalsra lnaandBcingReeommwWallon avasoble from Truss Plate Institute, ba3 D'Onoisb Drlve, Madison, WI $3719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 1 x4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, 0 For 4 x 2 orientation, locate O plates 1/8" from outside edge of otrussandverticalweb, This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the Mffek/Gang-Nail Joint/Plate Placement Chart. I!ii#ff• '- 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 VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 - Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Is! 0 MiTek" PANEL TM CLIP HMROJWR,@ General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1"3 Mitek Holdings, Inc. Job + ruse I russ ype ty yJUNAIDIEBUDIMANPE /d45181 12177524 DR2289A B1 ROOF TRUSS 16472 Segovia Cir. N. 16 1 P Pembroke Pines, FI 33331-4627. optional) PAN- , LQNUWOOD, FL, MiTekn ust es, Inc. 4.201 SRI s Aug 20 2001 MiTekIndustries, Inc. Wed Mar 13 08:51:09age 11-0-Q 5-7-13 11-0-3 16-8.0 1-0-0 5-7-13 5-4-5 5-7-13 5x8 7 3x4= Scale 1:45. 11 w/wedge 6.00 jTY 2x4 II 5 5x6 G 4 6 2x4 II 3 9 Us s 3.00 FT£ 2 10 1 5x6 a3x4 . 4x6 II 5-7-13 11-0-3 16-8-0 5-7-13 5-4-5 5-7-13 Plate OffiWis i i - e ,110:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.09 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.12 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 93 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins, except and verticals. BOT CHORD ° 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Leh 2 X`4 SYP No.3 2-11-12 REACTIONS (lb/size) 6=816/0-3.8, 2=857/0.8-0 Max Horz 2=7070oad case 4) Max Uplift6=-681(load case 4), 2=-3920oad case 4) FORCES 0b) - First Load Case Only TOP CHORD 1-2=7,2-3=-1841, 3-4=-1841, 4-5--1014, 5-6=-1014, 6-11 =-10, 7-11 =-10, 6-8=55 BOT CHORD 2-10=1644, 9.10=1641, 8-9=0 WEBS 4-10=110, 4.9--687, 5-9=-399, 6-9=1327 6 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 h above ground level, using 5,0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category It, condition II partially enclosed building, with exposure B ASCE 7.98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681 lb uplift at joint 6 and 392 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. b5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 1 L76) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.`, .,. irICj!, C' 4 LOAD CASE(S) Standard •••C% No. 45161 STATE dF V ale March 13,2002 Q,WARMNO - V+rW titrellilin pananKtns and R&W NMZS ON rAW AND JWVSRW SMS 8BMM U96. =n"M 4 Design valid tot use only with MRek conneotas. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. AppkabMy of design parameters and proper Incorporation of component R resporrsR>NBy of building des"t - not truss designer. Biocinq shown is for latewl support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector, Additional permanent tZi%ia of the overall structure is the responsibility of the building designer. For gsnetal quidance regarding fabrication, qualify control, stotage, delivery, etection and biaaing, consult OBT-88 Quality Standard. DSS-89 Srocing SpecRlcotlon, and HIS-91 Handlina Installing and Sracln0 Recommendation ovaSPo ablefromTrussle Institute. 683 D'Ono6b Drive, Madison, WI53719. M iT@k® Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Jolnt/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 VnA Indicates location of joints at which bearings (supports) occur. FORM1 e,oiv Numbering System J2 J3 J4 TOP CHORDS c2 ca WEBS JS cr a O U r- a c8 C7 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko PANEL TM CLIP OfMRMAH" A General Safety Notes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, ff no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, - erection and installation of trusses. O 1993 Mitek Holdings, Inc. JobF cuss russ ype JUNAIDIE BUDIMAN PE #45161 ty y 12177525 DR2289A BB ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627, 1 1 optional) MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 7-6-0 14-7-0 _J 1.0-0 7-6-0 7-1-0 Scale = 1:26. 4x6 = 4 6.00 FTF 3 S 7 5x6 = 6 2 3x4 3x4 3x4 3x4 3.00FfT 4x6 II 3x6 II 7-6-0 -- 14-7-0 7-6-0 7-1-0 Plate Offsets , : ; - -16:0-2-4,0-2-131 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) -0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.12 7 > 999 BCLL 0.0 Rep Stress lncr YES WS 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (Ib/size) 6 = 679/0-3-0, 2 = 763/0-8-0 Max Horz 2 =130(load case 4) Max Uplift6=-363(load case 5), 2=-455(load case 4) FORCES (Ib - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6--1267 BOT CHORD 2-7 =1125, 6-7 =1125 WEBS 4-7=690 5 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and 455 lb uplift at joint 2. p5) This truss has been designed with ANSI/TPI 1-1995 criteria. ,pi p}+ 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASEIS) Standard P10. 4.5161 STATE OF QAfA1. c March 13,2002 0WARN00 - Ver•{tj/ design Pararnsterst and READ !VOTES ON TBIS MD RZVZRW SIDE B81110R6 US& Design valid For use only with MRek connectors, this design It based only upon parameters shown, and is for an Individual building component to be Installed and loaded venlcolty. Applicability of design parametea and proper Incorpaatlon of component Is iesponslbMy of building designer - not truss designer. Bracing shown k tot latetal support of Individual web members only. Additional ternpotary bracing to Insure dabNey duiing construction It the responsibluty of the erector, Additional permanent btla h of the overall structure k the iesponslbBlly of the building designer. nor general guidance regoiding tobrlcatlon, quality control. storage, delivery, erection and bracing, consult OST-88 Quality Standard. 031.89 Bracing Specftatbn, and HIS-91 HandBn9 Installina and Bracing Bmme eoondallornavallciblefrom Dua Plate Institute, 683 D'Onofrb d Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 134 * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. a c3 2. Cut members to bear tightly against each other. a o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 a: o joint and embed fully. Avoid knots and wane plates I/a" from outside edge of 0 a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord lap' I/4CaGoat panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jr 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 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. MTeke FORM018,019 TM PANEL CLIP HMR0 4W 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, f 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. IM Mitek Holdings, Inc. Job, russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty y 12177526 DR22$9A ' BBGAB ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627. 1 1 Optional) M!Tek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTakIndustries, Inc. Wed Mar age 1-0-0 7.6-0 14-7-0 1-0-0 7-6-0 7-1-0 Scale 1:26. 4x6 = 4 2x4 II 2x4 II 6.00 Ffy 3 6 7 Sx6 = 6 2x4 II 2x4 11 2 3x4 3x4 3x4 3x4 3.00 rTT 44 n 3x6 II 7-6-0 14-7-0 r i 7-6-0 7-1-0 Plate Offsets ,[6:0-2-4,0-2-131 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) -0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.12 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min Well = 360 Weight: 68 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-2 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS "2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (lb/size) 6 = 679/0-3-0, 2 = 763/0-8-0 Max Horz 2 =130(toad case 4) Max Uplift6=-3630oad case 5), 2--455(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7 =1125, 6-7 =1125 WEBS 4-7=690 il-7) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and lF%+ . 455 lb uplift at joint 2. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. i+lo, 45161 e LOAD CASE(S) Standard y STATE Cf OR1 March 13,2002 Q,w.trat M - V*rW design pamawtom wW RXAD NOTES ON Td = AM MVZRW SM 11119F 1R6 VS& ; ••••' Design valid for use only with Mlfek oonneotots. lhlt design Is based only upon parameters shown, and k fa an Individual building component to be insioioo and laded vertloclMy. Applicability of design parameters and proper inmpo+atlon of component b responslrllly of bulding designer • not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure dablNty during construction h the responsiblity of the weclot. Additional analpetmnent briscing of the overall structure Is the mspcnslbMly of Ina building designer. For general guldance regarding tobrbalton, quality control. storageda , .wg, ry. electionandbracinconsulCST-48 Quality Standard, DSl-89 tracing spocft on, and HIS-91 Handling tnstaillIng and lMg waleoornmersdallan avollab lehorn Truss Plate Institute, 583 D'Onoblo Drive. Madison, W163719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plote on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and urely seat. sec All 0 0 For 4 x 2 orientation, locate plates I A" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MRek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M iTeke FORM018,019 AGeneral Safety gates Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4, Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM CLIP HMRO,A/R 0 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1 M Mitek Holdings, Inc. Job ruse I ruse I ype JUNAIDIE BUDIMAN PE N45161 ty y 12177527 DR2289A BGABI MONO TRUSS 16472 Segovia Cir, N. 1 1 Pembroke Pines, FP 33331-4627, to tional) MiTek Industries, Inc. 4,201 SRI s Aug 20 20t o n ustn is, Inc. Wed Mar age 11-0-2 16-8-0 1-0-0 16-8-0 2x4 II Scale = 1:47.0 10 11 2x4 II 9 2x4 11 6.00 rTT a 2x4 11 7 2x4 II B 2x4 II 5 2x4 II 5x6 i 4 3 2 1 3x4 = 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 5x6 = 2x4 11 i 16-8-0 1 6-8-0 Ste Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0,03 Vert(TL) -0.00 10-11 >891 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 12 n/a BCDL 1-0.0 Code SBCIANS195 Matrix) 1st LC LL Min Well = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6.0-0 oc puffins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 10-12 OTHERS 2 X4`SYP No.3 REACTIONS ( lb/size) 2 = 204/16-8-0, 13 =185/16-8-0, 12 - 89/16-8-0, 14=190/16-8-0, 15=188/16-8-0, 16=187/16-8-0, 17 =190/16-8-0, 18 = 178116-8-0, 19 = 228/16-8-0 Max Horz 2=699(load case 4) Max Upliftl3=-150(load case 4), 12=-69(load case 4), 14=-1620oad case 4), 15=-158(load case 4). 16=-158(load case 4), 17=-160(load case 4), 18=-1530oad case 4), 19=-236(load case 4) FORCES ( ib) - First Load Case Only TOP CHORD 1-2 = 23, 2-3 = 38, 3-4 = -38, 4-5 = 33, 5-6 = 32, 6-7 = 32, 7-8 = 32, 8-9 = 32, 9-10 = 24, 10-11 = -9, 10- 12 =-75 BOT CHORD 2-19=8. 18-19=1, 17-18=1, 16-17=1, 15-16=11 14-15-1, 13.14=1, 12-13=1 WEBS 9-13=-146, 8.14=-150, 7-15=-148, 6-16=-148, 5-17=-149, 4-18=-143, 3-19=-174 6 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load 'and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) 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" p 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. connection of truss to of 150 lb 13, 69 1b 5) Proviupliftd lift atjoint l q•'. upltwatjoint1rng158lbupliftatjointplate15, 158 lb1e tjoint12, 1162 buplift at joint 14,)6, 160 lb up ift at17, ' G*Q lb uplift at joint 18 and 236 lb uplift at joint 19. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. . p 7) THISDESIGNCONFORMSTOFBC2001, BASED ON THE PARAMETER INDICATED. f S No.1&1 LOAD CASE( S) Standard SPATE OF eJ' OR1 + L March 13, 2002 A,WARNINa - Perm darst" pammetarm and Pmw ATOT6a ON TNIs AND IRdSmimm awe BSFOR6 vin. anissesine Design valid hot use only wilh MRek connectors. This design Is based only upon parameters drown, and Is for an Individual building component to be installed and loaded vent -oily. Applicability of design parameters and proper kaapaatlon of component Is responsibiity of building designer - not truss designer. Bracing shown Is for Wolof support of individual web members only. Additional temporary bracing to Insure stability during construction It the responsibility of the ereotor. Additional permanent bibaing of the oveiait structure Is the iesponstOy of the building desgner. For gernsial guidance regarding fabrication, quality control, stoiage, deNery, erection and bracing, consult CST-aa Quality Standard, DSB-80 Bracing SpeeMeotlon, and NI111-91 Handling InstaRmp and Iraclnp Recommenclatlon available from Puss Plate institute, 663 D'Onohio Drive, Madison, W 153719. 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. A„ cr 0 For 4 x 2 orientation, locate 0 3: plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MlTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N El0 MiTek° AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each cc joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1 A panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP HMRO-A/RQ) 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. 01993 Mitek Holdings, Inc. - Job russ I ruse I ype JUNAIDIE BUDIMAN PE A45161 ty y 12177528 DR2289A E ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627. 2 1 O tional) LONGWOOD, FL, MiTekIndustries, Inc. 4.201 SRI s Aug 70,70WO1 MiVr ek Industries, Inc. Wea Mar 13 08:51:13age 1-0-0 4-8-0 9-4-0 10-4-0 1-0-0 4-8-0 4-8-0 1-0-0 Scale = 1:19. 4x8 = 3 Coo jT7- Cn 2Lid 4 d 6 1 3x6 = Us = 8 7 eN2x4II 4-8-0 8-0-0 9-4-01-4-0 _ 1-4.0 3-4-0 3-4-0 1-4-0 LOR{DING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL 0.06 4 > 295 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.06 2 >298 BCLL 0.0 Rep Stress lncr YES WB 0.06 Horz(TL) 0.00 6 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min Well = 360 Weight: 36 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 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Lb/size) 8 = 517/0-1-8, 6 = 517/0-1-8 Max Horz 8=-92(load case 5) Max Uplift 8=-400fload case 4), 6=-400(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=33, 2-3m-171, 3-4=-171, 4-5=33 SOT CHORD 2-8 = 69, 7-8 = 69, 6-7 = 69, 4-6 = 69 WEBS 3-7=-206 5 1 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition H partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 8 and 400 lb uplift at joint 6. 5) This truss has been designed with ANSI1TPI 1.1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASEIS) Standard `p1ra Q/ t 0i ,kaP10.45161 O STAV -. OF A oat '' March 13,2002 AWAM M - verW deslan paraesetera and AM NOMB oilTMS AND IRatXMW lama Bi3FORX V68. •••+ Design valid tot use only with Mttek conneoiat This design It based only upon parometets shown, and Is tut an individual building component to be Installed and loaded verticality. AppScablilly of design paiameten and proper Inaarporatlon of component k respon"y of building designer - not Truss deslgnet. Brocing shown It for loteral support of IndNidual web members only. Additional temporary bracing to Insure stability during condruction Is the responslblilly of the woofor, Additional permanent briseing of the overall shuctute If the retponsbMy of the building designer. For general guidance regarding fabrication, quality control, stotage, delivery, erection and bracing, consult QST-ea Quality Standard, OSS-89 srociq specification, and H11-91 ® Handling iutaftm and Stacing ItecommendTr atlonavailablefromDust; Plate Institute. 683 D'Onoblo DtN*. Madison, W163719. MIT Symbols PLATE LOCATION AND ORIENTATION 01 to,i'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MRek/Gang•Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Vn Indicates location of joints at which bearings (supports) occur. FORM018,019 O cr U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N El MiTek" PANEL TM CUP HMRO,A/Al AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 01 M Mitek Holdings, Inc. Job I ruse I runs YPe JUNAIDIE BUDIMAN PE A45161 ty Y 12177529 DR2289A EGAB ROOF TRUSS 16472 Segovia Cir. N. 1 1PembrokePines, FI 33331-4627. optional) FLI ek Industries, Inc. Tue Mar age 1-0.0 4.6-0 i 9.4 0 i 10.4-0 1-" 4.64) 4-e4) 1.0.0 Scale = 1:19.3 US 3 6,00 F,2 20 II 2x4 II 4 2 d¢ 5 lO i 2M 11 6 2x4 11 20 = 2x4 II 2x4 = 4-8-0 i 9-4-0 4-6.0 4-6=0 Plate Offsets * - - - , - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.01 6 >999 M1120 249/190 TCDL ' 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 2-6 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Nc.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. WEBS 2 X 4 SYP No,3 OTHERS 2 X 4 SYP No,3 REACTIONS (Iblsize) 2=51110-8-0, 4 = 511 /0-8-0 Max Horz 2=-92lload case 5) Max Uplift2=-326iload case 4), 4=-3260oad case 5) FORCES (lb) - First Load Case OnlyTOPCHORD1-2 =17, 2-3 =-424, 3-4 = -424, 4-5 =17 SOT CHORD 2.6 = 372, 4-6 = 372 WEBS 3-6 = 87 NOTES 1) This truss has been checked for unbalanced loading conditions. 21This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads inthe 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 326 lb uplift at joint 2 and 326 lb uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. `p C/ i LOAD CASEIS) Standard ,.....,.. i 9 NO, 45161 w STA' i1r OF L March 13,2002 Q1+ vwMNO - Val* design par+ansetitm and RILW MOMS ON TWB AM =11MRf3S SWIG 88YO i tit& s*w!® Design valid foi use only with Mltsk connectors. lhk design Is based only upon panametsm shown, and Is for an individual building component to be Installed and looded vertically. AppftobWy of detlgn poiafnetem and proper Incorporation of component Is responslbiSty of building destpnef - not truss deslnei. Bracing shown Is ton lateral support of individual web membem only, Additional tempaany bracing to tows stability during construction Is the responsibNBy of the *recto#. Additional permanent bi'ackngof the overall shuctum Is the responst;Wy of the building designer, foi al 9e<1N guidance regardingfabrication, quoSty cornhol, storage, delivery, 4rectlon and bracing, consuB GST-tilt Quality Standard, DSS-69 SrocMng Specllicatlon, and NIB-91 Handling Instaainp and Sroalnq Itecfoots arnm*ndallonavailablefromTrussInstitute, 683 D'OnoRb Drrve, Madkon, Wl63719. 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. For 4 x 2 orientation, locate plates I/s" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal rotor to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X Q perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-76, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING VM4 Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N 19! e Mffek® A&tea ` nPETMNrvaoe1A® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4, Unless otherwise noted, locate chord splices at /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, sue 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. 1M Mitek Holdings, Inc. o russ I ruse Iype ty y JUNAIDIE BUDIMAN PE #45161 12177535 DR2289A FG19 FLOOR 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) ACCU- PAN-TH, LONGWOOD, FL, MiTek Industries, Inc. Ss ug I e n ustr es,Inc. Wed Mar' age 3-4-0 6-6-4 9-8-8 12-10-12 16-1-0 19-5-0 3-4-0 3-2-4 3.2-4 3-2-4 3-2-4 3-4-0 Scale . 1:33.3 2x4 II 5x6 = 2x4 11 4x8 = 2x4 11 602 II 7x8 c 2 3 4 5 6 '7 13 12 11 10 9 15 3x6 II 7x8 - 2x4 II 4x6 - 7x8 = 7x8 3-4.0 6-6-4 9-8-8 12-10-12 16-1-0 19-5-0 r —f 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Plate offsets13;0-3-0,0-3-01,17:0-2-8,0--3-0i,ilO:U--4-0,0-4-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.46 10-11 >495 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.63 10.11 >360 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANS195 Matrix) 1 at LC LL Min I/defl = 480 Weight: 102 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-5 oc purlins, except end verticals. BOT CHORD2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1. 142`X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D REACTIONS ( lb/size) 14 =1065/0-6-0, 8=1593/0-3-0 FORCES ( Ib) - First Load Case Only TOP CHORD 1-14=-851, 1.2=-2577, 2-3=-2577, 3-4=-4771, 4-5=-4771, 5-6=-2924, 6-7=-2924, 7-8=-931 SOT CHORD 13.14=513, 12-13=4726, 11-12-4771, 10-11 =4750, 9.10=4750, 9-15=564, 8-15=564 WEBS 1-13-2160, 2-13=-220, 3-13=-2253, 3-12-296, 4-11 =-260, 5-11 =21, 5-10=178, 5.9=-1907, 6- 9 = -239, 7-9 = 2464 4 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed with ANSI/TPI`1-1995 criteria. 4) Special hanger(s) or connection(s) required to support concentrated load(s) 564.Olb down at 18-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads Iplf) Vert: 1-7=•100.0, 8-14=-10.0 Concentrated Loads (Ib) l Vert: 15=-564.0 •',....,,. ND. 4516i = ,k is STATE: OF 401R b/0 March 13,2002 bVdRMM - verM sleetyn pwu natters and RZM NOMS ON TMX AND JtBVMU aorta BSPO taY iJBdT. ••+•+ 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. ApplacbWy of design pofameten and pmpet Incorporation of component is responslb0ty of building dsslpnet - not huss des" t. Btac" shown b tot lotefol support of Individual web membefs only. Addgbnal temporary txochg to Insure stabMy during condfuction Is the responsiblilty of the watctot. Additional permanent bilIscing of the ovefall structure is the lesponslbWly of that building design. For general guidance fegordhg tabflootlon, qually conhot storage, delve y, etection and bfachg, consult OST-60 Quality standard, 051.89 hoeing Specplcation, and NII.91 a r _® Handling Instalilna and 11roclog Recommendation available ham Tluss Plote, h583 stltute, D'Onohlo Drive, Madison, WI63719. M K I 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. A,.y tie„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4e continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 0 O U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek° TM FLIP' PANEL M1 DRO,A/l General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. O 1993 Mitek Holdings, Inc. Job russ I ruse I ype JUNAIDIE BUDIMAN PE #45161 tY 16472 Segovia Cir. N. 12177537 DR2289A ' FG23A FLOOR Pembroke Pines, FI 33331-4627. t optional PAN- , LONGWOOD, FL, MiTak Industries, Inc. s Aug 20 20 hAiTekIndustries. Inc. Wed Mar age 3-11-0 7-8-4 11-5-8 15-2-12 19-0-0 22-11-0 3-11-0 3-9-4 3-9-4 3-9-4 3.9.4 3-11-0 Scale = 1:39. 5xe = 2x4 II 5x8 = 2x4 II US = 2x4 II 4x6 1 2 3 4 5 5 7 13 12 11 10 159 a 3x6 II 5x8 = 2x4 II 4xa = 7x8 = 400 = 3x5 it 3-11-0 7-8-4 11-5-8 15-2-12 19.0.0 1 22-11-0 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Plate Offsets : - - - LORDING (psf) SPACING 2-0.0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.54 10-11 > 504 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.74 10-11 >366 BCLL 0.0 Rep Stress Incr NO W8 0.65 Horz(TL) 0.06 8 We BCDL 5.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 480 Weight: 240 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-14 2'X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D 3-13 2 X 4 SYP No.213, 5-11 2 X 4 SYP No.2D 5-9 2 X 4 SYP No.2D, 7-9 2 X 4 SYP No.2D REACTIONS (lb/size) 14 =1378/0-6-0, 8 =1859/Mechanical FORCES Nb) - First Load Case OnlyTOPCHORD1-14=-1084, 1.2=-3957, 2-3--3957, 3-4=-7771, 4-5=-7771, 5-6=-5807, 6-7=-5807, 7-8--1562 BOT CHORD 13-14=798, 12-13=7696, 11-12=7771, 10-11 =8538, 10-15=8538, 9.15=8538, 8-9-800 WEBS 1-13=3264, 2-13=-240, 3-13=-3867, 3-12=505, 4-11 =-273, 5-11 =-791, 5-10=428, 5-9=,-2818, 6-9 = -239, 7-9 = 5166 6 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5 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 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 6 Special hanger(s) or connection(s) required to support concentrated load(s) 757.01b down at 18-8-0 on bottom chord. Bpi+ pljDesignforunspecifiedconnection(s) is delegated to the building designer. u7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. RA,w M Q LOAD CASE(S) Standard p 1) Floor: Lumber Increase =1.00, Plate Increase 1.00 r Uniform Loads (plf) Ni?. 45161Vert: 1-7=-100.0, 8-14=-10.0 Concentrated Loads 0b) Vert: 15 =-757.0 STATE OF R1 Air. March 13,2002 WARMNB • VerW design parameter* and AM NOTES ON TBM AND RSVZIM BIDS BSRORX USX. 0 Design valid for use only with MR*k connectors. This design k based only upon parameters shown, and k for an Individual building component to be Installed and loaded vertically, Applicability of design parameters and proper Fncotporatlon of component k iesponsbWly of building designer - not puss designer. Srocing shown Is for Moral support of Individual web members only. AddBbnal temporary Wacky to knure slabWyy, during construction k the responsbillty of the erector. Additional permanent Wbckng of the overall structure Is the respon"y of the building designer. For general guktance regarding fabrication, quality control, storage, dowery, etectlon and Wackng, aonsuff QST-tt Quality Standard, 086-89 tracing Specification, and HIS•91 Handling Installina and bracing Recommendation avallable from Truu Plate Institute, $93 D'Onoab Drlw, Madison, W163719. M iTek® Symbols Numbering system AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 41 13/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachaQ other. o WEBS J5 a:3. Place plates on each face of truss at each 4 x 2 orientation, locateFor i Q joint and embed fully. Avoid knots and wane plates I/a"from outside edge of 0 O ay at joint locations. truss and vertical web, a o 4. Unless otherwise noted, locate chords !icesPI/4at panel length(+ 6" from adjacent joint,) V 06 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt JS 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. FARTHESTTO 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 curds 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, 9 no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 93WI3-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 Mlffleftke engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Milek Holdings, Inc. CLIP FORM018,019--®R 1A® o russ Truss Type JUNAIDIE BUDIMAN PE #45161 tY Y 12177538 DR2289A J ROOF TRUSS 16472 Segovia Cir. N. 6 1PembrokePines, FI 33331-4627. optional) ACCU-SPAN-TA,, , MITek Industries, Inc. s g 20 2001 MiTakIndustries, Inc. Wed Mar 13 08-.51:23age 1-0-0 7-0-0 J 1-0-0 7-0-0 3 Scale = 1:19. 6.00 f 2 1 4 2x4 7-0-0 r 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in Poc) I/defl PLATES GRIP TC4L 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) Ma We M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TU 0.28 1-2 >53 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/dell = 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6.0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) ` 3 = 242/Mechanical, 2 = 418/0-4-0, 4 = 68/Mechanical Max Harz 2 = 291(load case 5) Max Uplift3=-3050oad case 5, 2=-167Uoad case 4) FORCES (lb) - First Load Case Only TOPCHORD 1-2=34, 2-3=88 BOT CHORD 2-4-0 4 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The. lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girderls) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 lb uplift at joint 3 and 167 lb uplift _at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASEIS) Standard pRE IB/Q s P10, 45161 SPAT Cf t11. March 13,2002 Q WAwma - Ver•j k design parameter and RCAn NorsS oN -, m AND R16nnn swc exrom U86, niiiiiiiiinire Design valid for use only with M ITsk connectors. This design Is based only upon parameters drown, and It for an Individual building component to be Installed and looded vertically. Applicability of design parameters and proper Incompotallon of component It respon"y of building designer - not truss designer. Bracing shown Is for laletal support of Individual web members only, Additional temporary broeing to kwure stability durkp construction It the responslbtlty of the ereclot; Additional permanent brtsoing of the overall struofute Is the responslblWy of the building designer. Foi general guidance regarding fobticctlon, quality ccnttol, storage, delivery, election and brackp, consult OST-BI GuWkY Vandard, OSI-49 Srmbv Specltcallon, and N11.91 Handling maalBnp and Irooft Itecommendallon available from Trun Plate Institute, $83 D'Ono6b Drlve, Madison, WI63719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 13A * Center plate on joint unless damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 1/6 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of Q O a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices 4 length(* 6" from ceC, at 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 AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIB 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 gspecified. 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, ff 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 a professional MiTek® engineer. 15. Care should be exercised in handling, TM CPANEL erection and installation of trusses. 4 1993 Mitek Holdings, Inc. • FORM018. 019 HVEaO-ASPO Job russ Iruss I ype JUNAIOIE BUDIMAN PE N45161 ty y 12177539 DR2289A I K ROOF TRUSS 16472 Segovia Cir. N. 3 1PembrokePines, FI 33331-4627, optional) FL, ` t e n ustries, Inc. 4,201 bKl s Aug ZV ZdOl MiTekIndustries, Inc. Wed Mar age 1-0-0 5-0-0 1-0-0 5-0-0 3 sc>,la - taa.s 6.00 FfT 2 1 a 2x4 - 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCIA 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.09 1-2 > 157 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min 1/defl = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS tib/size) 3=165/Mechanical, 2=327/0-4-0, 4=48/Mechanical Max Harz '2=212(load case 5) Max Uplift3=-2150oad case 5), 2=-1510oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 34, 2-3 = 60 BOT CHORD 2-4=0 4 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roofzone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 3 and 151 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASEIS) Standard Qt p 1GJ 4' i NO, 45161 iz STATE OF R 10-' March 13,2002 ATPi mNo - Virj& deetyn paranw ore and mLw NOT68 ON Two AND BJSVERwt3m z Dtt"m VSR. Design valid for use only with MITek connectors. This design It based only upon parameters shown, and Is to an Individual building component to be Installed and loaded vertically, Applicability of design parameters and proper Incoipotatlon or component Is responslpWty of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insursi stability during construction Is the responsibility of the erector;. Additional permanent bibcing-of the overall structure Is the responslbbty of the building designer. For general guidance regarding labilcatlon, quality conho6 storage, deNvery, erection and bracing, consuR OST-88 Quality Standard. DS6-60 Bracing Specification. and NHS-91 Handling installing and Srockv RecommendallanM available fromTrussPlot* Institute. 583 D'Onohlo Drive, adisonM ' ® Madison, WI Symbols PLATELOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a"'* For 4 x 2 orientation, locate plates I/a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal 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 V nIndicates location of joints at which bearings (supports) occur. FORM019, 019 0 Q 0 U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/ FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N mi! 0 MiTekm General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, PANEL TM CL# P HMRO, 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. Boftom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses, 1 M Mitek Holdings, Inc. y , Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177540 DR2289A KA 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 optional) MITek Industries, Inc. 4.201 SRI s Aug 20 i e Industries, Inc. Wed Mar age 5-0-0 5-0-0 2 Scale a 1:14.7 6.00 FiT i 3 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) n/a - n/a M1120 249/190 TCOL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code S8C/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 16 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 224/0-4-0, 2 =177/Mechanical, 3 = 48/Mechanical Max Hvrz 1=19911oad case 5) Max Uplift =-8911oad Case 5, 2=-218(load case 5) FORCES (1b) - First Load Case Only TOPCHORD 1-2=66 BOT CHORD 1-3=0 5-4 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 1 and 218 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard wigp F No. 45161 SIYA'fE OF .• March 13,2002 AWARM - Verb sfeefyn pwpip meters and =AD NOTRs ON Tors aim RCVXRW SWZ a&MM UM. ••te e 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. ApplcabMy of dstslgn parameters and proper Incorporatlon of component is tesponsbNtty of building designer - not truss designer. Itaclnq shown is for lateral support of Individual web members only. Additional temporary btacing to Insure stability during construction Is the responslblilly of the erectoi. Additional petmanpent brbekng of the overall shuctme Is tho sesponsbWy of the building dnid designer. Forgeneralguidanceregardinglobrbatlon, quality conhol. storage, delivery, ofectlon and btachg, consult QST-" Quality Standard. OSI.19 lrockng Specification. and HIS-91 1 andiing Installlnft arW Irackss ng Recommendation availablehornTruPlateInstitute, 583 D'Onohb Drlve, Madison, W 153719. 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, A,• For 4 x 2 orientation, locate plates I/s" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates, For tabular plating formal refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING V nA Indicates location of joints at which bearings (supports) occur. a Q O U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1691, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 14! 0 MiTek" PANCLIPEL.. TM General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 01"3 Mitek Holdings, Inc. FORM019,019 Job russ 1russ type JUNAIDIE BUDIMAN PE /J45167 ty y 12177541 DR2289A L ROOF TRUSS 16472 Segovia Cir. N. 3 tPembrokePines, FI 33331-4627. optional) MiTek Industries, Inc. 4.201 SRI a Aug 20 200 MiTakn ustr es, Inc. Wed Mar age 1-0-0 3-0-0 1-0-0 3-0-0 3 Scale m 1:9.9 6.00 iTT 2 1 4 2x4 = 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCOL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.02 1-2 >936 BCLL 0.0 Rep Stress'Incr YES WB 0.00 Horz(TL) -0.00 3 We BCDL 10.0 Code S8C/ANS195 Matrix) 1st LC LL Min I/dell = 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 = 82/Mechanical, 2 = 242/0-4-0, 4 = 28/Mechanical Max Holz 2=133(load case 5) Max Uplift3 = -1 23(load case 51, 2=-142(Ioad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 34, 2-3 = 30 BOT CHORD 2-4 = 0 4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S Standard a No. 45161 v PATE OF s March 13,2002 A WAMM 3 - verW sle.lgin parameters and JMW NQTZS ON TMI1S AND JtCVZRW &WN 119"M USE, .r.rvens4l) Design valid for use only with Mlfek connectors. This design is based only upon parameters shown, and is la an Individual building component to be Installed and loaded veAloalty. Applicability of design parameters and proper Incolpaation of component If iesponsbWty of building designer - not truss designer. Bracing shown le for lateral support of Individual web members only. Additional temporary bracing to Insure stability dulling condiuction Is the responsibility of the srsctor._Addditional permanent brbcing of the overall structure is the responslbWly of the building designer. For general guidance regarding tabrioation, quality control, storage, delivery• erection and bracing, consuR OST•aa Quality Standard, 081-89 Srocing Specification, and HIS-91 Handling Indollina and /racing Recorrnmendallon available horn Truss Piote Institute, $63 D'Onoiio Drive, Madison, WI63719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4114- 11A * 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. B J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; Q C6 joint and embed fully. Avoid knots and wane plates'/8"from outside edge of O a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesPI/4at panel length(+ 6" from adjacent joint.) ce 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 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 of BEARING others unless shown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 01993 Mitek Holdings, Inc. FORM016,019 CLIP HMRO,AIR0 Job fuss I russ I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177542 DR2289A LA ROOF TRUSS 16472 Segovia Cir. N. 1 1 PAN-T Pembroke Pines, FI 33331-4627, optional) 1, LONGWOOD, FL, MiTek Industries, Inc. 4,201 g 1 MiTe k Industries, Inc. Wed Mar 13 08:51:27age 3-0-0 3-0-0 2 Soak - 1:9.9 6.00 (TT 1 3 2x4 - 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.13 Vert(LL) n/a - n/a M1120 249/190 TCOL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No;2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=130/0-4-0, 2 =103/Mechanical, 3 = 28/Mechanical Max Horz 1-=1200oad ease 5) Max Uplift7=-5011oad case 5, 2=-129(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD1-2=39 BOT CHORD 1-3=0 4 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof: zone on an occupancy category 11, condition lI partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 1 and 129 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASEIS) Standard ra NO, 45161 iAr STATE OF 9NAL March 13,2002 f wmmoto - verM des 4nparrsnwlent and R&W Nara= oNTius AND =VERSI9 seta eaFoRE use. s,=ir® Design void for use only with MITek connectors. Thb design Y based only upon parameters shown, and Is for an Individual buNding component to be Installed and boded vertically. Applicability of design parameters andproper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is far lateral support of Individual web members only. Additional temporary bracing 10 Insure stabilly during construction Is the responsibility of the erectoi. Additional permanent bibeing-of the overall structure k the responsMy of the building designer. For general guidance regarding tobrbatlon, quality contiot storage, delivery, erection and bracing, consull QST-68 OuaNfy Standard, DSN-89 Bracing Specification, and HR-91 Handling Installing and TlrxkqRecommendation available ab fromTrussPlateInstitute. 593 D'OnoDrive, Madison, WI63719, M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property 1314 * 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 each other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i h ; a:joint and embed fully. Avoid knots and wane plates I/a" from outside edge of 0 O a _ 4. at joint locations. truss and vertical web. a Unless otherwise noted, locate chords lacesP at I /4 length(+ 6" fromceVopanel 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 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. 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 engineer, MTek 16. Care should be exercised In handling, PANEL T erection and installation of trusses, O 1993 Mitek Holdings, Inc. CLIPCLIP FORM018,019 0 Job russ I russ I ype JUNAIDIE BUDIMAN PE J145161 ty y 12177543 DR2289A M ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331-4627, optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTekn ustr es, Inc. Wed Mar age 1-0-0 1-0-0 1-0-0 1-0-0 3 Scale - 1:5. 6.00 fTr 2 a t 2xa _ 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LU n/a n/a M1120 249/190 TCOL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stresslncr YES WB 0.00 Horz(TU -0.00 3 We BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min 1/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'CHORD2 X 4 SYPNo.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) 3= -11 /Mechanical, 2=173/0-4-0, 4=10/Mechanical MaxHo z 2=71(load case 4) Max ' Uplift3=-31(load case 5), 2=-150(load case 4) Max Grav 3 = 31(load case 4), 2=173(load case 1), 4 =10(load case 1) FORCES ( lb) - First Load Case Only TOP' CHORD 1-2 = 33, 2-3 - -40 BOT CHORD 2-4=0 4 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 1f end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 150 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard Q tFICq'• b No. 45161 1 r was STATE OF March 13,2002 verft deffign parwnnters anal =W NOMS ON Tibia AND WMIMM SIDE BXM= VW. ••••s w.lutMO Design valid tot use only with Mltek connectors. 1hk design k based only upon parameter shown, and Is lot an Individual building component to be Inslotled and loaded vertically. Applicability of design parameter and proper Inowpoiatlon of component Is tesponslbJlMy of building desigrier - not ttuss destgnet. & acing shown Is lot Ioletal support at kl9Nldual web member only. Additional temporary btaoing to Insure stability during construction t the tesponsibgty of the erector, Additional permanent btbckrg of the ovetaS sttuctute It the responsibility of the building designer. For general guidance iegatding fobticatlon, quality control, storage, delivery, erection and bracing, consul) GST44 Quality Standard, DSS•89 Sracing Specification, and HIS•91 Handling 1Mtaatng and S oeinp Reaommendatlon available htr orn ussplateb Institute, 5e3D'OnohDrive, Modbon, W163719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 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. ye„ J2 J3 J4 owner andall other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C7Qother. o WEBS J5 a: 3. Place plates on each face of truss at each 4 x 2 orientation, locate Forz o- h ' cc joint and embed fully. Avoid knots and wane plates I/8" from outside edge of c a _ at joint locations. truss and vertical web. o a 0 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" from ceC, panel adjacent joint,) BOTTOM CHORDS Thissymbolindicatesthe5. 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/ 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 LS to camber for dead load deflection. PLATE Sig 8. Plate type, site and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. nA Indicates location of pints 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, installation PANTM CLtPEL erection and of trusses. 01993 Mitek Holdings, Inc. FORM018,019 OYJNO-NAIL ® MrAMO/n (9), Jola ruse truss type JUNAIDIE BUDIMAN PE f/45161 ty y RTON 2289 A 12177544 DR2289A ' MA ROOF TRUSS 16Segovia Fl 3 PembrokePines, FI 33331-4627. 1 1 optional) MiTek Industries, Inc. 4,201 SRI s Aug 20 2001 MiTekn ustr es, Inc. Wed Mar age 1- 0-0 1- 0-0 8. 00 PT 2 Scsle a 1:5.7 lag 6 3 2x4 = 1.0-0 1- 0-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 Ven(LL) n/a We M1120 249/190 TCOL 7.0 Lumber Increase 1.33 BC 0.00 VertlTL) -0.00 1 >999 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) 1 =45/0-4-0, 2 - 35/Mechanical, 3 =10/Mechanical Max Harz 1 =42(load case 5) Max Uplift)--16(load case 51, 2=-45(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2 =14 BOT CHORD 1-3 = 0 4 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, conditionIIpartiallyenclosedbuilding, with exposure B ASCE 7-98`per SBC/ANS195 if end verticals exist, they are not exposed to wind. if cantilevers exist, they are exposed to wind, If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 1 and 45 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard DD pkrc4 No. 45161 JTATE OF ' "Y Ries I s March 13,2002 WARI1AM - YerW deetgn p an umtere was AILW 1Vt)"#'x8 ON nI2S AND S VMW MW BZ"AfD TJI916. ••*••• Design valid for use only with MRek connectors. This design k based only upon parametets shown, and It for an In dMdual bulkdlrtg component 10 be Installed and boded vertically. ApplaabWy of design parameters and proper Incapaation of component Is resporalloMV of building dstlgnet - not truss des" r, atacing shown Is to laleial support of Individual web members only. Additional temporary txacing to Insure stabgty during condiuction k the msponsiblllty of the erects. AddRbnal permanent btisc%g of the ovetal structure k the tesponsbllty of the building designer. For general guidance tegading fabrication, quality control storage, delivery, erection and bracing, consult OST-88 Quality Standard. D$8.89 1racMg SpecNbatlon, and HIS-91 Handling Instalift and 8roousg Recommendation ovallable horn Tiuu Pbte Institute, 593 D'Onokb Drive, Madison, WI63719. Welk 4 Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOl{OW Could Cause PrOpetty 01110, 13/4, * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachirac 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/a" from outside edge of o a of joint locations. truss and vertical web, a a o 4. Unless otherwise noted, locate chordsplices at 1 /4 length(+ 6' from ceC, panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Comber is a non-structural consideration and MiTek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified, to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing, ICBO 1591, 1329, 4922 tt. spacing, or less, if no ceiling is installed, 4eunlessotherwisenoted, 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. 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 1 k® ieengineer. 15. Care should be exercised in handling, OM TM PANEL erection and installation of trusses. 1" 3 Mitek Holdings, Inc. FORM018, 019 CUP fIMRO- AIR ® cuss IFuss I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177545 DR2289A MT MONO TRUSS 16472 Segovia Cir. MPines, 10 1 Pembroke FI 33331-4627. to tional) MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 2-6-0 2x4 II1-0-0 2-6-0 Scale m 1:8. 3 6.00 (fT 2 2x4- 4 1 2x4 II 2-6-0 2-6-0 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120249/190 TCI7L 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.00 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANS195 1 st LULL Min I/deft = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 2-6-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS2X4SYPNo.3 REACTIONS ( lb/size) 2 =191 /0-1-8, 4=108/0-1-8 Max " Horz `2=139(load case 4) Max Uplift2 = - 1 28(load case 4), 4=-94(load case 4) FORCES fib) - First Load Case Only TOPCHORD1-2 =17, 2-3 = 0, 3-4 =-85 BOT CHORD 2-4=0 5 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 94 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASEIS) Standard \DkF- 13 r r 1 M. 45161 STATE of VAte March 13,2002 wARm(; - ver(Jj fdesign parameters and R&w Norsk oN Ti oAND itirm a swa eamRa ass. Design valid for use only with MRslc connectors. This design is based only upon parameters shown, and is for an Individual building component to beovsvoe Installed and boded vertically, Applicability of design po ametea and propel In"potallon of component is responsbp6y of building designer - not buss designer. Bracing shown is lot lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the fesponslblilly of the erector; Additional permanent br'bc" of the ovetall sttuclute is the iesponsDMly of the building designer. For general guidance regaidingfabrication, quality conbat storage, detvery, erection and bracing, consub GST-68 Quality Standard, DSS-89 Srooft Specification, and Nis-91 Handling Installina and •racing Recommendation available hTr orn ussPlateInstitute, 683 D'Onohb Drlve, Madison, W 163719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions oreininches, Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MlTek/ 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 V nAIndicates location of joints at which bearings (supports) occur. FORM018, 019 0 Q O U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, mi! 0 MTek® PANEL TM CLIP N1 OROvO R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, - erection and installation of trusses. 1993 Mitek Holdings, Inc. Job ruse Iruse I ype JUNAIDIE BUDIMAN PE tJ45161 ty y 12177546 DR2289A ' S ROOF TRUSS 16472 Segovia Cir. N. 2 1 Pembroke Pines, FI 33331-4627. optional) PAN-TH, LONGWOOD, FL, MiTek Induitries, Inc. 4,201 SRI s Aug 20 20I e n ustr es, Inc. Wed Mar age a -1-5-0 5-2-5 9.10-13_ 1-5-0 5-2-5 4-8-7 4 Scale .2 4.24 FiT 3x4 3 2 1 7 6 5 2x4 II 3x4 2x4 c 5-2-5 9-10-13 5-2-5 4.8-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Weil PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 42 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 8-1-12 oc bracing. WEBS 2 X 4SYP No.3 REACTIONS ( lb/size) - 4=312/0-1-8, 2=523/0-5.11, 5=430/Mechanical Max Harz 2 = 368(load case 2) Max Uplift4=-363(load case 5), 2--283(load case 2, 5=-206(load case 3) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2 = 35, 2-3 =-943, 3-4 = 76 BOT CHORD 2.7 = 865, 6.7 = 865, 5.6 = 0 WEBS 3-7-166, 3.6=-942 6- 5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead toad, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 4, 283 lb uplift at joint 2 and 206 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. ppj LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase-1.33 ..••'••** . arw Uniform Loads (plf) V •.••I+FlC,9;:.,`,r Vert: 1-2=-74.0 i.qs+' Trapezoidal Loads (plf) Vert: 2=-4.4-to-4=-183.1, 2=0.0-to-5=49.5 i No,451s1 W a Or Est STATE OF L March 13,2002 WAMMO - V*r f jrdadpn paper wtom and RCAD NOT88 ON TWO AND RBVMRSB SIDE BZPOR6 UN& Design valid for use only with Mitek Connectors. This design is based only upon pararnetea shown, and Is for an Individual building component to be Installed and loaded vertlaasy. Applaablllly of do"n pdtometers and proper Inootpaotkm of component Is responsiblNly of building dsslgnel - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure dabAiy during construction Is the responsibuiy of tit elsctot. Additional permanent bracing of the ovetak structure Is the iespornsbMV of the building designer. For general guidance regarding tobrloatbn, quality conhoi storage, delivery, 4#90lon and bracing, consul) GST-88 Quality standard, 031-09 sracing Specification, and HIS•91 M s) `- K® HandlinginstalllnaandbravingItecommendallonavasablefromTrussPlateInsiiute, beg D'Onoib 19. Drive. Madison, WI Symbols Numbering System AGeneral Safety dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a * Center pk3te on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other, O WEBSQ 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i 3 joint and embed fully. Avoid knots and wane plates/a" from outside edge of c O a If at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords icesPIatrAlength(+ 6" fromVpanel adjacentjoint.) 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 formal 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. 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 perpendicuk3r 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. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTeke 15. Care should be exercised in handling, TM UPE erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,014 GAMS -MAIL ®' MMR0,'4#7® V 13-4-0 BRG, IN ENTRY L 9-4-0 a F 7: ALL BEARING WALLS TO BE PLACED i L 1 PLY HGR. ! i C TI C E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. II d 2 PLY HGR. iENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI WALLS SHOWN ARE TO BE BEARING..- — j L 3 PLY HGR, SIGNED APPROVAL: X JOB NUMBER: DR2289 A OR B DATE: 2-10-03 PITCH: LOAD: SHINGLES 407-321-1440 CU SPAN CUSTOMER: D.R. HORTON 6ABRG: H: 12" BY: T.H JOB NAME: 2289 "A OR B" ELEV. BLOCK T23 T23 4- Ln pa T23 T2 3 1ST FLOOR T23 BRG, 2 8-0-0 cy— T23 y0 u, 0 T23 0i T23 CL T23 TG2' A\ I NOTE: PLACEMENT MAY VARY DUE TO FIELD CONDITIONS A/C PLUMBING ECT. SEE INSTALLATION GUIDE Ee T19 T19 00 7. 7 T19 cy- T19 19 1,D cu T19 T19 TT19 9-4-0 1 TRIM IT FLOOR SYSTEM r BEARING WALLS TO BE PLACED UL IUIT FACE/MT k-nCE! 1 REVIEW ALL SPAN DIMINSIONS--BRG- WALLS I PRIOR TO SETTING TRUSSES.. L MIT TOP/MT ;ENGINEERED DRAWINGS--LOADING--PITCH AND OVERHANGS WALLS SHOWN ARE TO BE BEARING.. L spc SIGNED APPROVAL- X U SPAN JOB NUMBER: DR2289' ODATE: CCUSTOMER: D.R. HORT I N 407- 321-144 D 800- 3304008BY:D ti. JOBNAME: 2289 ONE BY WOOD BUCK BY OTHERS BULK BETWEEN yiNBOV FIANTE - L wWO BUCK STUC[O BY OifERf PcRwffJT CAULK n. armCks RIGID VGRL GLAZING. BEAD L ITVPJ f IOW 41) EAUx DCTWCCI vINDOW n.ANGE t PRECAST SILL v/ VuuXm O6 ADHESIVE CAU1c, OR APRV'D. EOL. PERy4TER I BY CAULKOTHERS I CAULK BE7vEENCONCRETE07WOODBUCKt r MASONRY OPENING NUS-Y. OPEniNG 1 BY OTHER Bi OTHEP.: 1-1/4' milkCErBEDYENT INSTALLATION ANCHOR DIA TAPCON Smm AS REO'O 3/4' MAX SCE 1(7TES) FLANGE TYPE vrmOOV FRANC HEADER TTrPSj cSEE NOTES) Bx BUCKWNW) FLANGE TYPE VINWV FRANC SILL BW BUCK WIDTH) INSTALLATION ANCHOP. ONE By WOOD 3.116' VIA. TAPCON BUCK BY OTHERS ST BY SHIN;ASIRCO'D. RIGID VINYL NAKGLAZINGBEADTES) TYPJ_ _. CLASS cTYPXSEE NOTES) FLANGE TYPE VINDOW FRANC MtB CAMX BETWEEN O W0490V fLANGE 1 p t WOOD BUCK PC CAULK BY OTHERS V.V. IWINOOW vIIITw CAULK RETWEEN WOOD DUCK t MAS'Y..OPENING BY OTHERS SECTION B-Up CONCRETE OR NAsOWY OPENING BY OTHERS 9 W.W. AST SELL _-- AlYOTHERS NOTES, SECTION A -A A B C I) Smm AS REO'O. AT EACH wSTALLATION ANCHOR. MAX. ALLOwA.OLE T- A 'Y SNOW STACK TO BE 1/4. D E 2) VOIDOM FRAME MATERIAL: ALW6NUN ALLOY 6063. 3) WSTALLAIHDN ANCHIM MUST IX OF SUFFICIENT LTH, TO ACI<10E Am. EAH_EDF.IHT OF 1-3/4-INTO MASONRY OR CONCRETE / 4) USE SNJEOMZED ACRYLIC F.WLK SEMwp MOWW FL4HGc A: M, AD / K ©^I qrJAAcIIeS. Shy MUST £E ATTACHED TO THE Su'as.- ,.TE -1H { ,f1 VULuEM 114 ADHESIVE CAULK OR APPROVED E01JAL. 5) USE S4XONQCD ACRYLIC CAULK FOP PEiiw-TER SEAL ^90;NO W.H 1 CE%TERIGR OF vm*DrJw FLANGE. f it 5) E EXACT MOOOW SIZE IS NOT USTEO m ANCHOP CHART, uS_ I r ej ANCHOR OUANTrtY LYSTEO w1TH NEAT LARGER J?E, FO. T-E 1J i7 APPROPRImt DESIGN PRES':UP.E REOT- 7) GLASS TIHICKNESS MAY VARY PER THE FE0vF MEN ASTu / 1 E1300 GLASS CHARTS. 5) -TTEP.:€sITx1ATaNs ON THE TAPCON DG4TcN c vPr wOtt'E III 1 I a 40 HrHEF¢ TAPCON ANCHORS ARE TO 5E INSTAL,- C wHEm U '.. -. = 1 1 I I i,o? % & EKIERIOF ELEVATION AS A KEY I) 4 0 ALL FACTCPY APPUEO :ALES NOT OESICIP"rED FOR IAPCCN V ' ANC)HOsi SHOAD BE FR _0 -TN /a yP w< r YJ {.z T:- A J Q+ TO PROM^• WON /s IN EwREDm H, sN 0 wriv) 6ucv. 0) FLORm.4 EXTRUDERS 1 LO tc I Sam;, Mr K_ <NC, 1S nn _ 11/'1 1T\fPRIMA' —SO APPLIE r _ OPPJA E4. L 1 'IO _:LO _ I / : , 1 \.J 1 vSE..It) S2.Ti_ MUNC 1 vSFC N =.'1F. e / 1 /_ War _-= r-r.- t. _i• - . <l -i; I E::I i ALL N - -- ``I - - F TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATION INJAMB SIZE SIZE 30Ps To 40P7 4tPv TO 7OPSF 3OPsF To 4GOIv 41 V To emu 12 16 1/6 A 25 8 e FG IS III A 37 !IA FJG XA1. 16 fro A 49 6 B FA 145Is 16 9/3 A ss 1/4 is 1/2 A 62 8 e FA 16 . in I/6 % 71 B D fA i•.wII 17 to Its % as a F IM2 25 1/2 A 2S B B FAINS1N4251/2 % V 3/6 25 1/2 % d $A e6 e8 ficFA iJ(ijlf. 1H45 25 /n % ss 1/. 8 e FA fAJV INS 25 1/2 % 42 B 8 FA FAJU _ IN6 25 1/2 A 71 8 B FA FiC}U •6 W 25 IfZ % 63 e B F,GJ.K fAJJK 30 1/2 . 26 29 4/2 % Z5 30 1/2 a 3e 3A 29 1/2 % v 3/8 D B F c FA 30 1/2 . 50 $/0 29 1/2 1 H Us 8 8 fA FAIu 30 1/2 . 56 1/4 21 1/2 1 Ss 1/4 8 6 FA fA.HI 30 1/2 . 53 29 1/2 1 V 8 6 fA FAJU 30 I/2 . 12 29 1/2 A 71 8 6 ' FAJU FAJU 30 1 . D4 29 1/2 A 43 e B F.GJJK F.GJJK 36 % 25 23 34 A 37 JA B 8 fA FA 24 M A 49 Ve 8 FA F.GJU 245 36 . ss I/4 9 e FA FAJU 25 36 % 62 B B FAJv FAJU 26 36 A 71 9 8 FAIU QEFAJ4 7 1 36 % S3 6 6 FAJJK MHULIA 42 A N % 25 3/3 a3 % 37 3/9 8 B FA fAJU 42 . 50 S/6 1 A .9 5/e e 8 FA. FAJU 2. 561/4 411551/. B FAJU FAJU 42 A 63 41 A 62 8 8 FJGJU O.E.FAM 42 A 72 41 % 71 8 B FAJU O.UGmj 42 . 4 41163 FAJ.K I FAJUJ.K 48 26 47 1 25 5 A.0 s . 3e vs 7 A 37 3/e 8 A-C F.0 f.Gw 6 . s0 5/e 7 A a9 V3 8 A.0 FA F.cAJ 4L , S6 1/4 7 1 55 V. E A.0 FAJU FAJNJ D . 63 47 A 62 8 A_C F.GJv GE,FAJHI k . 72 47 A 74 a 7.0 FAJU 0"AJv a 47 A8J if F N1 K 32 52 1/B A 25 B A:C f.G fA 33 53 1/6 A 37 3/. 8 A.0 FA F-GlU 3. 52 1/9 A a9 5/6 B A.0 F.GJv F.Gw 345 52 I/e A 55 1/- 8 kc FA.+U O"E ZHJ 35 32 1/e 62 E A.0 TAJH.I Owu.GJU 36 52 1/e A 71 9 ILC FAJHl OFf.GMJ 37 52 1/3 A 63 A,C F.GJ.Y. O.Ei.GJ.KJX 37 SIT: NOT AVAILABLE A4 1000 OP I;W SERIES. FLORIDA INTERNATIONAL. INCEXTRUDERSANFOPD. FLOP-IDA 1 TITLE i NS TG:_! T 1CIN 1)=1.1; J cr p 1 _t I.. iNDr'%; - S r _S 1000 . 100 i %000 nle 3` APPP.OVED BY: GALE jDtYr. L X%)KJI f CAULK BETWEEN VINDOV FIN L SHEATHING INSTALLATION ANCHOR . 18 vDOO SCREW STUCCO BT OTHERS VINDOVNEIG1(T I PERIMETER ) CAULK BY OTHERS ! 1' MIN. NBCO KNT SHEATHING TVO By VOOD BY OTHERS By OTHERS GLAZING (TYPJ SEE NOTES) PERT ETERCAULK BY OTHE=S INSTALLAMN ANCHOR A8 -im- 0 SCREV WLNDOV WIDTH 1/4MAX- SHIII SPACE SHIN AS REO'D. TVO By WOOD SEE NOTES) — STUD By OTHERS SHIN AS REO'D. I SEENOTES) c y 8.' 10ENTRALF /' yliv ABLu' ACT1 NW. ENHfEBrEn7 NUF14I- IIAX. - . •_ tSEE MOTET) SHIM SPAEE j. t r a c. )tr . 4 ` L ra ' Y I Fin TYPE c - ViJHC fRAHC fDv TYPE f -- _..t_. _._-- -. _ } ; ' A ? ,• f: `. WINWV FRAME SHEAT . .: IN N1NLGLAZING ( TYP.> JAMB tSfE NOTES) + - WINDOW PERIMETER `ZNTTALLATID(iv{HQ V1DIN1 , t}— 1 -. CAULK `:: SO WWII SCREW . 1 A it Br OTHERS STUE£O hLn STOTHERS .. I SECTION B B '- ee - 2<- O.C. EQUALLY SPACE . MAX. (TYPJ ANCHORS (TYPJ - VInDOV OTES NEILHTt) Srw AS REO'0. AT EACH INSTALLATION R "ICHI1 WAND ALLOWABLE SAK Z) WINDOW FRAME A7E LAEIAO-L 3) INSTALLATION ANCHORwSTBEOFSUFncKa. Ln+ TO ACHIM MIN. ENIDEU"FJNT OF I' INTO WOOD BUCK. 0 f 6. K s) USE StICONDZED ACJMX CAULK BE-0 W`NOOW FBI . 1 (TYPJ AT HEAD. SILL k JAMBS. 5) USE SRICOraZED ACRTUC CA:KJI FOR PERIMETER SEAL 6' MAX. (TYPJ AROUND EXTERIOR OF WIDOW FRAME.' . 6) IF EXACT WINDOW SIZE /S NOT LISTED IN ANCHOR CJ(ART- USE AnCNOR OUANnTT USTEQ watt NEXT 1AR6ER SIZE. F1N TYPE El EV TION T) GLASS THICKNESS MAT VARY PER THE REOUtREMENIS:OF; ViNDOV FRAME AST" E130D CLASS CKWIS. VIµ;R.BLE SILL VIEWED FROM EXTERIOR 8) FLOP" EXTRUDERS t000 SERIES SINGLE Hunt IS SHOWN. - -. Sty THIV PRINT ALSO APPLIES TO THE FLORMA ETRUDERS 1500 V BT OTHERS AND 2" SERFS SnrGLE KING WINDOW' TT"Ect,/ JII BY OT'_RS CAULK KTVEEN Ij V,Ni O'J i IN $ A ;NG L C _ a 3 VrJOJ 31 WEEPS REV! DESCRIPTION DATE IIN[ FLORIDA EXTRUDERS INTERN -ATIONA . INC SANFORD. FLORIDA i 1 TIT:_ INS PLLP.TION u. L W/-_ SCREWS j :,'AY EY pP?o04'_D BY: 1 SKATMING BY OTHERS CAULK SETVEEN vINDOv FIN i \ SH£PiH(NG INSTALLATJON ANCHOR X$ SCREV ^ Ex TERIOR FINISHBYOTHERS PERTTK JTER CA(A By OTHERS V1nDOv HEIGHT EXTERIOR PERIMETER CAULK BB OTHEFS AL'-- ANCHO% c v L7 SERE 1NIS- 1 l'ifiE iT C to ET,N Nam: .N LAZING SEE NOTE 6) 1' MIN. EMi!£DHEN7 vOD FRAM/NG BY OiHEP.; SHIN AS R£O'DcENTRAL FLOP.JDAR.0•A' SEE NOTES) 1Y5.[1NU A G URER NAME1 114' MAX. ` L• u t1L1 SHIM SPACE E R ME EBUCK HEIGHTFIN TYPE. v INDOV FRAME Mw- 1 (SE' ND;' T) 1 1 vOGC : i= N' NC a:7[a _ r rHgi VINDOV viDFH I/ 4" MAx. SHIM SPACE Y Y GLAZING SEE NOTE 61 EXTERIOR FIN TYPE PERIMETER WINDOW FRAME CAULKBYOTHERSA 1 cLEVA 110N VIEWED , Om 7- x ERIOF T8SECTION B- 8 WOOD FRAMING BY OTHERS SHEATHING BY OTHERS 1NSTN- LATIOn ANCHOR eB SCREv CAULK BETvEEN VIMDOV FIN L SHEATHING EXTERIOR FINISH It OTHERS NOTES, 1) SHIM AS REO'D, AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE Stull STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALwaNUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT L£NGHT TO ACHIEVE MIN, EMBEDMENT OF I" INTO WOOD FRAME. 4) USE SIICONaZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOP. OF WINDOW FRAA(E. 5) USE SWONIZED ACRYLIC CAULK BEHIND WIMODW FIN. 6) CLASS THICKNESS MAY VARY PER R£OUIP.EMENTS OF ASTM E1300 CLASS CFAP.73. SINGLE GUZtNC IS SHOWN. INSULATING CUSS ALSO OUALIFHEO. 7) FLORIDA EXTP. uDEP.S 2000 SERIES FIXED PICTURE WINDOW is SHOWN. THIS PRINT ALSO APPLIES TO THE FLORmA EXTRUDERS 15W A140 IOOG SERIES PICTURE WINDOW. e) SPACE INSTALLATION ANCHORS AT 6- MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. PATH ANCHOR SPACING AS STATEO. IS 70.0 PS,- FOR ALL AVAILABLE SIZES UP TO 73 X 71" OR 63' x 95- OP 119' x 37-3/0- wkX. 9) WINDOW UNIT CAN BE MULL") TO OTHER UNITS USING AwmiNum TUSE-, V..-ON SEE NULL:ON NVALL-WN SrE` TS =02=--,3lRLMEN7S FLORIDA EXTRt DERS'' A.N ORD, FLORIDA TITLE (NSTFLL.^ eJN 7A.P— W/ r8 WOOD SCREW rlxEr F iN - S'-rR?_S 2 0 G 0 locoR-WN EY _ I A??i?DVED SY. APE ? /': 7/_'_ _—AH , IDWG 4 F pK LN•MAX. A8 INSTALLATION S1W VNX ANCHORSCREW (TFPJ CAULK BEHIND FIN F AWNING TWO HY BUILD SHIM AS REOro. SEE NOTES) Iv0 BY FRANKING BY OTHERS Y OTHERS DOv" HT OTHERS Y CAULK BEHIND FIN FIN FRANC JAMB BbTAU.ATWH1 SHIM AS REO.9. NOTES 1) SHIM AS REOD. AWACENT TO EACH SMALlATION ANCHOR WITH WAD DEAF" 1hF ODR SCREv ling CSEC NOTES) SHIM. MAIL n2ONABlE SHIM STACK TO K 1/4. GLAZING (TTP. SEE TOTES) 2) WIDOW FRAME NATERIAI: ALUMINUM ALLOY 6063. 3) USE SIIOONNZEO ACRYLIC CA(EHIRRND WIDOW FIN AT MEAD. SILL r JAMBS. rim w TIN• NMXvwx t) USE 3ILlCONIZ D ACRVUC CAULK FOR PERNAEFER -3Fx AROUND EXTERIOR OF WINppH, FRAYS e. v.` y`-. S) GLASS TeICHOESS MAY VARY PER THE REQUIREMENTS OF ASTM WOO GLASSCHARMSINGLECL42WO6SHOWN. 944UMAT(NG alls5 6 ALSO OUAUFlED. SMEAR6NG` z. 4 6) SCREW ANCHORS AT LEAD, SILL k JAMBS SHOULD BE is SOREWS OF SUFFIMIT LTA. TO PROIIDE 11N. T OL MN. EmSEOMENT 9(f0 WOOD FRAME. PLACE /a X n'. EXTU" FDRSH SCREW ANCMORS 6- FROM CORNERS AND 24' O:CG MAX EXTERWR K OTHERS 7) BUILD DOWN AROUND CURVED FRTION OF WIDOW FRAME TO SE ENGINEERED BY EXTERIOR FINISH OTffRS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO AOEOUAIELY BY OTHERS_ TRANSFER WAD FROM ORA" TO THE STRUCTURE. FERIWTER CA" a) ftOROA EXTRtAERS WOO SERIES OESTCNNER WIDOW SHOWN. THIS PRINT ALSO PERIMETER CAULKBYOTHERSAPPLIESTOFLOR" EXTRUOERS 1750 SERIES A•20W SERIM VIMM LOTH er OTHERS9) ELEVATIONS SHOW MAKIN CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OFTHISPR)ODUCT TO THESE TWO COWX;URATIONS. THIS SHEET APPLES TO ALL FBN FRAE HEADER COWICURATIONS THAT CAN BE MV"ACTUR€O FROM THE 1000. 1750. t 2000 SERIES oESDNER AXED WROM FRAMING SYSTEMS. SECTION B—B10) ww4WW UNIT CAN ALSO BE MIIUED TO OTHER UNITS USING AUJMINUM TUBEMULLION. SEE MULLION NSTALIATDN SHEETS FOR IEOUIREMENTS. GLAZING (TYP. SEE NOTES) EXTERIOR PERIMETER CALK BY OTHERS KTERIOR FINISH -- Y OTHERS 9 INSTALLATION NUNOR SCREV trip,) XATHING - 0 OTHERS FIN FRAME SILL SHIM AS REO'D.- SEE NOTES) / I• Han H SECIi A -A I L S7KC A EXTERIOR ELEVATION Iva B) r;.—;Mc, 31 OTHERS H I.'y. CAULK BEWNC FIN ylro Tf7 A -. EXTERIOR ELEVATION FLORIDA EXTRUDERS 'SANFORD. FLOR E TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000• 1750. & 2000 SCR ES 2W2 DRAWN BY: BB =APPROVED BY DATE 02/14/02 ISCALE NTS DWG : 17LEX0037 ONE BY BUCK IT DINERS CAULK BETWEEN WINDOW - FLANGE t SWATNING LTWOOD crTP.) — -- T OTHERS PERDE7ER CAULK By OTHERS SMH AS REO'D SEE NOTES) WINDOW FRAME LEAD WIDOWNFIGIT EXTERIOR . GLAZING (TIP. SEE NOTES) WbdIOW FRAME SILL PERIMETER CAULK SHIN AS REDID sy OTHERSSEC NOTES) EXTERIOR LB7OTHERS INSTALLATION ANCHOR 10 SCREW BUCx WIDTH BUILD DOWN BY OTHERSCALSOAPPLIES NOTES1) Smm AS REVO. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. TWO BY ERANING BY 07HERSTOSILL) ALLOWABLE SHIM STACK TO BE I/4 . 2) wwDOw FRAME MATERIAL: ALUMINUM ALLOY 6063. EMBED- MN. s) TAPCON INSTALLATION ANCHORS Al Su MUST BE OF SUFFICIENT LTIL TO ACiNEVE SNIN AS RE&B EMBEDMENT MIN. EMBEDMENT OF 1-i/f' INTO MASONRY OR NbMCRETE. /10 INSTALLATION NON' cSEL NOTES) ES) SCREWS AT HEAD R JAMBS MUST SE OF SUFTMCEAIT LENGTH TO ACHIEVE 1-3/9- MM. EMIMENT INTO WOOD FRAL04G AND BUILD DORM MERE REOMRED. SWAELOM ANCHORS Q SCREwS TO OE PLACED 6 IN. FROM CORNERS N& 24 RL O_C. fNAX. : ... WD40OW MANE 4) USE SKIODWED ACRYLIC CAULK BEHIND WINDOW FLANGE AT 1EA0. SILL k JAMBS. JAMB 5) USE SILICDMIZED ACRYLIC CAULK FOR PERMCMR SEAL AROUND O(MIUDR OFWINDOW 1/4' MAX FLANGE 6) CLASS 1lld(HESS YAr VARY PER THE R'FAMlIIEIIENIS OF AST f1300 LASS GLAZING CTTP , SEE NOTES) SHIM SPACE CCHWRIS. SOME QVNG 6 SHOWK MbULATMG CLASS 6 AM QUALf". BY OTHERS. BUILD OQMBIOW MUST BE SUTTTCENI SAVMGDI TO AOE01-K TRANSFER EOM FROM VNMDOW TO THE STRUChfIaE, B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER 1IIIDiOW SHOML THIS PRIR ALSOAPPLESTOFLORIDAEXTRUDERSIMSERIESNWOOSERIES, 9) ELEYAi10N5 SHOW COMMON CONFIGURATIONS LT 6 NOT INTEMOED TO WAIT USE OFTHISPRODUCTTOTHESETwoCONfIgJRA'OONS- TMS SHEET APPLIES TO ALL PERIMETER CAULK CONFIGURATIONS THAT CAN BE MAIAWACTuRM FROM THE 1000. 1750. t 2000SYSTEMS. BY OTHERS SERIES DESIGNER FIXED WIDOW FRAMING 10) WOOW UNIT CAM ALSO BE MULLED TO OTHER WITS USING AAAMNUMM TUBE WINDOW VIDTM MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENM at" HEIGH! OwNT 1 L / SPACE EXTERIOR ELEVATION CAULK BETWEEN 4 WINDOW FLANGEONE SUCK B7 WOOD DUCK , , _, /<- .-CENT FLORIDA B. 0. A.. F. Cft&oEMBEDMENT WOOD DICK & MANUFACTURER NAM: WOOD DUCK t MAST OPENING Ott By VODDBYOTHERSBULKt+ GT RSFILECONCREFEORj*_r tIOi;I A-+. , IfASTER FILE # _ HASEWT of t; ANE:R3P -r: , j/e M,N EMBEDMENT 4- MAX. N SPACE CAULK BETWEEN TWO By BUCK L .CONCRETE BY OTHERS SECTION B— 1MSTALLATBII( ANCHOR . . EXTERIOR FINISH IT OTHERS MMgOw VADTN A wrDOw e HEIGHT A EXTERIOR ELEVATION FLORIDA EXTRUDERS ISANFOR , FLORIDA TITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOVN DESIGNER, FIXED WINDOW 1000, 1750, & 2000 SERIES OR.AWN BY: BB APPROVED BY: DATE 02/12/02 1SCALE, NIS +OWC. FLEX0036 R. HCATHING Y OTHERS SHIN wNS rRE'O'D IO 4 1M SLIDING GLASS DROP, FRAME SILL INSTALLATION ANCHOR cU SCREW TWO BY WOOD By OTHERS r— UAIK W111Nn TWO ?Y WOOD - -- -- - - cS SCREW 1-1/B 141AL By OTHERS TVD BY WOODEMBEDMENTBYOTHERS SLIDING GLASS DOOR FRAM --. CAULK BETWEEN, JAM_ HOOK STRIP a ti SHEATHING ! I/P MAX SHIM SPACE TEMPERED CLASS TYPJ DOOR HEIGHT EMBEDMENT T 1-1/0' HIM. PERIMETER CAULK BY OTHERS SECTION B-B SLIDING CLASS Dot rR yyt 4R£O°D. HD01C SIPtPSHIMAS .,, _ } _ ' .'. ` : '' - ' s ` _ CSEE NOTES) r S kTSTALLArIDN APHCfdR. 3 , v ro. EMBEDMIED(i " S A a StEATH1IATHING i - ,' —-•= Xrf fix.. 4 SHEATHING BY OTHERS SHEATHING BY OTHERS TEMPERED GLASS STUCCO (TYP.) STUCCO OR SIDING - OR SIDING : 8T OTHERS Br OTTERS SLIDING GLASS DOOR ti - INTERLOCK HOOK STRIP;DETAIL U — MATEIIAL ALIMLM M ALLOY 6063. >' 4 21 so INSTALLATION SETt:WS OUST BE OF SUFFICIENT LENGTH TO ACHIEVE MOH fMNEOKHT ^ Or f-"- INTO Won TAPCON TTPE INSTALLATION OCHMS At SILL NAt K or l 7C E' ,.CIS 7F iLfTCIEMTLENGTHTOACHIEVEKKEMiE6EHTIFT-V4' INTO MASOMIT OR COCwIL ... - 1N WSTALLATwu AMEMCR odar od SACK Or THIS SKEt. USE S0.ICOM7£3 ACRYLIC CAULK KMD4 DOW ALAdi AT MEAD L HAM IM S Y Tr fcSIUSESRCOAZEDACRYLICWLK (DR PERUCTER SLK AROUND Ex'"'OR Or -D062 6) IF EXACT DOOR SIZE IS NTT LISTED IN AM60R CrHRT. USE AMOXR OUMHTHff LISTED VHLM KITLARGERSIZE. FOf THE APPRDRIME DESXw PRES"t VEO STMFORPOCKETDOORSITESUSEQDUSTDIPASSlowSIZELCOwfOtRAtmm TO Fi4LE0 a-cht4;'L 7i B RACE INSF-LLATtO- AMCMO*S. IN "0"' Or "M STRIP AS Do— ' lM GLASS THICKNESS MT VART PER ItCOUMEKNTS Di ASIM C13M (LASS CHARTS. c U sr DOOR NPYi IS APPROVED NMfIMG TErPERCD GLASS IH SIN1E GLAZED OR INLLAIIrG GLASS - - Mr JAMS J SELL CORMCRS A2E TO DE SEALED VIT- A LULL JOINT SCAM SEKCatUSMMMASREED. At £A III Or WSTALLATIOM ANCIGM NULL. LLOVADLE SHIM STACK TO DE N/N' 121 ALL WSTALLATMM AMCN6S MUST DE W4C Or CW-AqOiTON RESISTANT HATERtALS13, ACRE 'X R'>JESi.Nt. MCvlMG PAKL AMD '0' REPRr;ENTS FIXED AKL APPRDvEDL'O WWR TION: ARE AS_ L!STED DN a04M ON QT DM SACK Or THIS SHE 1. EXTERIOR ELEVATION 1•, bt ILL SOMA, -9-9-1 LISTED Ii DC ARE LAIN II TNTS DATING. ALL DaSTALLATiON SCCTIOni A A'. 'l-S- L rfw7c STRIP 0.TAI APPLY TC INSTALLATION Or ALL APMHOV£8 CprAWASPITIONS, 2 PANEL DCO? S-0-N L LIBERALLY APPLY M CAULKMK . Slt! - OR S 7ET SILLLL IN1NHOG —?NSia LG ,ON or CONCK— TE 3'!6• D is.:.tJN SE i -UN E. Fc ; 2D32 ISM R6HHDA CxIRUOr_zsNOD SERIES SLIN W. GLASS NOR IS 0'.THIS PRINI ALSO AMIDES TO 2000 iR1ES —0 SOO IVUES. DESCRIPTION DATE } INI EXTf LaPIDHINT. INC.RS SANFCLgD FL - TITLE. SLIDING GLASS DOOR INSTALLATION WITH t8 SCPEWS I ' D4 WN BY: BB ! APPROVED BY: TF 1.2117/DI IS NI-- IDWC = `i YV27 + H x2x3/E t:a'>u St — TUBE 15N JAhb C Yr.: e (TYP-) 6 os X 1/2 SQ-F = X 4 X .3/6 _ it SELF T4-: PiKG SMS -. TAPP-M 0'S TLC MASLLII3C.._ L L wT !E> 3,tS L fy t s yp(pi. Fil MracS _ tte x 1-1/2 SELF' - Vit v ftAms 'Es a 4 Stiia+_ + F8; _, trgpPiA£ SASLMiILl1iJM 'ri.SE EE 7I d •.if2 L:kB r i'C % • - _ IT'0 k—2" TMCAL %-,- F .CAL T4 ~^ ZN--t_ i'i' l To MUt-Lr^ti T S_t+ a. a ; T' TAAPM 8 X t/?- SELF Ms P•vn} IX G;Z cX P. L acTiCFN 8 E XX --xx iI . X 2 7/16 X 1/9 a 1 X 2 7/16 X WE inST R taM A*!C" T111- M,i. LIM 1S tL T(i8E !",:1'_LMN T HETYEJ: two S imp (TYr3 i s` ' 8 X 1-1/2 SELF J 1R49 CTYT3 ] VA'Lri}V Firs TAPP1N: SHS L Y.SLONScCTiQfv —A (7) s8 x t/ 2 SELF — TA X 1/ 2 SELF TA?PtttG Sms , TAPPItcT SNS ISrAfMTT4££ t. r } VDt'3KFLMCGSaeX1-t/2 SELF i Li LSfit _ - _ _ L ICLirM TA.L' SHS 1t? r l : Sn . 1 TAaTtMi SMS cECT<< J{v T?-A 4) SFCTiOh s X S X t/E TUEE MULL I. 3': tom` jrewu ' YFl 4 i TAP?`<- SHS i X4X3/8 Tts^' -,V r T4- rimu s- s StStEY Q az a•. tea. ArEC sT i[ tl. $Y (iT11ERS {.• f s i Z4'• IXILiA Y ' PLATF - iFL'rc A$. 1THNiA4-Atlo-V4EN JKCSA7<zL% O i p p i l - t INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA snte:sFR _LuG/= iC F, ANGc V =R T ? - A_ 4UL, 7 &4 ? I` TLs HOR MLiNTAL APPROVED BY: iYAiCA:- Ai:fi!.7 N Tr GfwvERz C• JA 4EAs o cYJi'ES`_C#IEP. (AFFJa TO MHERE 1• X < D f ST.LL Csr+, k T X WEElt•JLU. <- L-; . vCja7v fiAsa:-S _ j t %A.Li3x r-1M i:.W-/DES[ SILL :TYF.) Jk8X3/4 SL F T4FP:K, SMS J UNCRUE LER !L•+S'.R TAPPING.i * 5 BY DT)i£RS VZE TL'fi lltfLM-:.A - .P, TLv'iwxl'.3r1 > w c- t^,I ar'- ExT nt ' 1 may ,• a . 4KTY`EE": _ 1 s;.;,. i,i.i .: • Sid.-3L.+• ; i'„.L.EtS? `rS.i6 'P i:- - 1 J• 34.i s?. tfiM ll flAHGES C .. fr . i i .1 i .Jt :C k Cf4 t .%GL.f. ?': 1K _.•a. _ i _..>, y.>.n,-r f. $3FC F}14.1,-: 'i.$1:=s F?i.. ••__-v tiw^h c'- 'i ''.g 4.r = g' - .. ..._ s-_._.,_. _."_C8 X 3/ I[ iti. I [• fJD Y t, 1 % c) AFF MG SMS Sx._ TAPFISG SKS - -- S34 7. .-._ - - lcas+' ht Lk 1t109 1, a A3A 7+r+_. t.c 13 R$ CTTF _ - _ sEr LAMs Tv--M C !V 'A —A f _. clfV ilj- V1t©R+/ FiI%GEi . s ._.__ _ .. _ . -' - .. _ 1C^9 P.YJ'LiSiC•rEic • - ,- ! .,-iYl'." t tltltiltlM 100 F.VJilESIWERSILL CTYP.) Q ti 1000 P.YJDESIGt1E.R SP lCTYPJ .. -. (• . SILL CTYFJ #E X 3/S SEL% LS X 3/4 SELF R£ X V4 SELF TAPP:P +SMS i Tires SMS 1 X 2 7/i6 X 3 TAPFI)w SMS i 1 t X 2 7f1E X lf$ 2 X 4 X 3/8 ; L--1 '4' RIK TUBE KAA I:A TUBE7UD LI3f ; EM SrSclr: I. ah "}t ly s f. toLIG'1 -- SEALANT i % t MJLLMN I- tl X .4 SELF' tfi30 S-KT:PPINS SMS DEAD LTYPJ sEAL— T BEWEEN $r LTION, A —A (3? VtKmvFLmr-Est MJLLILP2 low pv./v sii5N--_q SEALANT 45 % 3/4 SEL: t TAPPING S14S N SEN— ANT 8E%L'—E.MT4wvruV4GEa L s2 X 3/4 SELF Sx TAPPIKG SYS Ft. AD (TYP.) E! c .c_)r —A---A— 4 , 02 X 3/4 SE: F TAPPING SMS HEAC YP 42 X 3/4 S ZL= A -A 171 1 X 4 % 7 1 R 1 l El EVAP 4E7i' C fpCM EXTERtOF NAL FLORIDAEXTRUDERSSAANFOR . FLLO•RIDATME: = i !i! ;_ i , Ji. i ilaitii tjH _ i 's =t Z_". T%L 1yUI 1ON S_rTIrtiS w-.\ BY: APPROVED BY: i000 Sit JAMB (TYPJ 1 X 2 x 1/8 1000 S.H. 1 X 2 X 3/8 TVO BY WOOD DETAIL C TUBE MULLION B (TYP-) TUBE MULLION BUCK BY OTHERS t8 X 1/2 SELF 1 1/8, MIN 4 T8 x 1/2 SELF - TAPPING SMS EMBEDMENTTAPPINGSMS . 1 , c } , G - [ - - 4a.,.. ,SI,If-ATI'11%1<i,p t s -`-- r 4 /e -2 X X3L -it fs 2[ rQ 1.t,sif f i,+11-TUBE MULLION faT`>fiiTA[I tTON SEALANTBETWEENM .- l1222 J_ 1 B B f f . FRAf g. oS ..}L#A,, r,A/INDOW iRAHEs 8U ZD,f8 s M11LLlON'1s_t? s pRERNAL1 1 tpN 8{ X 1-1/2 SELF, " .. eel TALLATPVXLIP D" ,•;,x :!` h1 } ' t1 _F:7APPIFNG S11Sgi# i to f CTION -A—A t _; ,i C Iwo - in 1. X 2 7/16 X.:1/8 - --- X 2.7/16-X WI S' s rI.' Cl` t --:: U 1/ w X T 1 aD 4 _ TUBE 1, s-- 7 ,•,, 380D SH WOOSIL _ TUBE.MULLIO N. -- - r B <TYPJ iA1t8 (TYPa- f T11HE MlU10N APPLES TO HEAD do S1LL`-MMIIERE 1_:'(2 .. do 1" X 2-7/16' TUBE MUDONS'AREUSED e8 X- t/2 SELF. INSTALLATION ANCfUB>Z t8 X 1/2 SELF BS x 1/2 SELFt8 TAPPINGSISWOOD. SCREW DETAIL <iYP TAPPINGSMS, TAPPING SINS SA. L -LLTP 0 vjSEALANT BETWEEN Z*1 i •' ° t8 X I-1/2 SELF WRm¢W FLANGES SEALANT BETWEEN FRAME SEALANT BETWEEN TAPPING S11S, i NJLlD7N WINDOW FRAMEWINDOW i . _ L " SECTION A -A Q) aFirrNeNe EMBEDMENT L MULLION v t8 X i -1/2 SELF : ' TAPPING , SMS to x 1-1/2 SELF TAPPING SMS : ' . Q TAiL— SECTION A —A (3) SECTION A —A (4) AUXILIARY FOR ADDITIONAL. A O . WHEN REQ UiRED) . 1 X 4 X 1/8 TUBE MULLIONnto TUBEMUILD]N Q- 8•• JAmBTYPE 1 JAMB (i PJs8 x 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FRAME L MULLION w8 x 1-1/2 SELF TAPPING SINS c+ A A --- 0 Ke SELF TAPPING \ / MULLION 7sSINS ( TPJ DETAIL B8 x 1/2 SELF E L 0 TAPPING SMS VIEWED FROM .EXTERIOR FLORIDA EXTRUDERS INTERNAT FL INC A SANF(7RD. FLORIDA T=: SER. 1000/1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEALANT BETWEEN SEE OTHER SIDE ( SHEET 2 OF 2) FOR iMILLION[ NFRAME + t DLSIGN PRESSURE CAPACITIES Ca x 1- 112 SELF DRAWN BY: MSH APPROVED BY: TAPPING SMS , r 16 X 2 X 3/9 P, Vor.,li— C I x 2 x I/e !C-30 S.K — I TLIK KPLLION y 0,1-0z. Mr-JEE 11FULLMA (7yp..) FUCK E QS AT,4 #8 x 1/2 sV-F MEDEA Wx1/:: SELF SKS TAPFING.SMS e 01 e4- e. t--Pf 1 ALUM—,t. TLLcV IETVCE97--^ --bzALvJt' AM I WEEN 00C t, olqMGmaMUM3( 4 X wa ?:, 1 ?' tKSTALLA. 4T- AppDr. 04 T2) sitr; TOIF -ADj& 0- -2' X -Tuer,--A9txLlOf6 4& I x Z 7/16 x 1/6 I X 2.7/16 K 3/9 Tim HPLLMN - JA M.(Ty--) TUBEAxlowS.H. LMN SADETAIL JAMB aV-) JAM (TvP.) I,-- y 112 SELF -- INSTJ LLATLM SAS es TAPPM BAC x 1/2 SE:f e SELF TAT- 71ING M ,a TAP;-L S-4S "r, IV- - BETWEENWEEN . SEALANT VI ax1-112 SELF FLANCES NuawBETSTK- Vik-G SMSmAhV9004 FLARMSFLAMXS T #25ECT A —A 17 4ST- X 1-1/2 -SEIx 1-!12 SELF I DET40- 1: T&OPM S14S TAPPMSgst'jxqfA!Z- PLATE A —A .(.5*1 SECTiON A —A (4 1 1 CPGR ADMITIMAL AAKC<19S, W-LEMSECUMM-1 I x4 xI/E x x 3/6 TUBE Pr TUZE R-"- L!fYi1AMB (T-P) Fxrp ti, taw, . 4 i I 41/ Z A amew;L", MO:! EXTEI. R;OR r x SL-1rTSn' INTERNATIONAI,,-WC iFLORIDA EXTRUDERS SANFORD. FLORIDAlj 12 TITLE 100, 0/15500FLANGIESHEET1. mot"7 N S 1:•u f - P) j7oR nqs ,-PPFOVED BY: A M PRODUCT CONTROL NOTICE OF ACCEPTANCE Prenldor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh XS 66762 WAMi-DADE COUNTY. FLOR11. METRO -DADS FLAGLER BUi DI' BUtLDINC CODE COMPLIANCE OFn METRO -DADS FI.AGI.I.R BUILD[ 140 wI:S'r FLAGLER S"I'ltr 1'. SUnl: MIAMI, F1.0It[DA 33130.1 305) 375-2901 FAX (305) 373.2 ON7'HAC[OR LICENSING 1iSGTl 303) 373.2327 FAX (30$) 373-: co,"r1Llf-rott tttvisi 303) 373.29" FAX (305) 371--: run»ut. r CONTROL DIVIN 303) 373.2902 F X (303) 3724 Your application for Notice of Acceptance (NOA) of Entergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door • under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) underthe conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure 1 product or material at any time from a jobsite or manufacturer's plant for quality control testing. If I product or material fails to perform in the approved manner, SCCO may revoke. modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Building Code. The expense of such testing will bA incurred by the manufacturer. /z//Z75-0 ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2000 Rnia t(odnSucz Chief Product Control Division THIS IS THS COVERSMEET, SEE ADDITIONAL PAGES F011 SPECIFIC AND GENERAL CONDITIONS BUILDING CODE &C PRODUCT REVI ENV C0N•IM(ITEE 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 ivliami-Dade County, Florida under the conditions forth above. t1 P P RO VC D: 061'051200 i rrnncisco J. Quintana, R.A. Director Miami -Dade Count, Building Code Compliance 017ic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVEDJUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCr: SPECiC1C 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 Accepts designed to comply with, the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure hating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-NV/E Insttiinb Clazecl Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3. 1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active Icaf o this approval. 3. 2 Unit shall be installed only at locations protected by a canopy or overhang Isuch that the ang!c between the edge of canopy or overhang to sill is'less 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 intiallntion of this unit will require a hurri, btotcction systern. S. LABELING 5. 1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dadc County Product Control Approved". 6. BUILDING PERNIIT.REQUIRMNIENTS 6. 1 Application for building pennit 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 marled to show the components selected for the proposed installatio 6. 1.3 Any other document, required by the Building Official or the South Florida Building Co, SF13C) in order to properly evaluate the install 'on of this system. N1anu 1 Pcrcz, P.E. Product Co C Exnw Product Control Division Premdor Entry Systems ACCEPTANCE No.: 0I-03I4.25 APPROVED EXkRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS t . Renewal of this Acccptancc (approval) shall be considered alter a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of . product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi. submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) and grnntcd by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. 1 f any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents,' whcrc it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acccptancc shall be cause for tertttination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. EVD OFTHIS ACCEP"Ai`ICE Manu Pcrcz, P.C.; Product ConIxam Produ ' ntrol Division Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing lwlja' X 1th) 2'0" Masunite Inlernation3l1115T10:111114111111111 COP-WL-MA0141-02 02-0419.08 Application filed) EMEM 52.0 1. ' 1 NO TV 2'8" 2110" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO j i 1 t 2'8" + 1'0" tnal COP-WL-MA0143-02 r1jami-Dade UCCO 02-0419.08 Application Filed) r•Rating 52.0 NO 2 t3" + 1 2" 2'10' + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'G" COP•WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO I t 1'0" + 2' 10" + 1'0" 1'2" + 2'8" + 1'2" I V' + 2'8" + 1'0" 1'G" - 3'0" + l'0" 1'2" + 2'10" + 1'2" 12"+TO" +12" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8• 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 NO t 2'8" + 2'8" 2'l0" + 2'l0" 3'G" . 3'0" TV + 2'8" + 2'6" + 2'6" r2'8" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" 2'l0" + 2'10" + 210" + 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.masonhe.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. t. Masonite Internaaonal structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miamt-Dade 8CC0 protocol PA201, PA202 & PA2!4 . 0 0 akcraff AR EK'" a1 u•ttr U. n 1°I11 V.kf: 1.".Si t-.n71ty nOnttt N-.rn, "F6.gI*"tw 7pa„ a N hpt 79. ZOt)f o.. •v oe"n flux tD.p"WC.1 pruyim ofpaeon "Upto-mmcM mate tottAldq"t. Deign ano 9•000n Masonite I n t! r n at 1o n a 1 Co r po r a t io n Orttil SWtitu to 0XV''Woo'a."ite. Glazed Units X X0, OX. OXO XX, OXXO COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height -- Owswing 2'0" 2'6" _ 02.0418.03 2'8" COP-WL•MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0" 316" Not listed Not listed — — 2'8" + 1'0" COP-WL-MA0163-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 17' 210" + 17 2'10" + 1'2" 37 + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Applicition Filed) 55.0 NO 1'0" + 2'10" + 1'0" 12" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 IT' + 3'0' + 1'2" 2'6" , 2'6" + 2'6" 2'8" + 2'8" + 2'8- 2'1C" + 2 10" + 2'10" f 3'0" + 37 + 3'0" 2'8" + 2'8" COP-WL-MA0162-C2 02-0418.03 Application Filed) 55.0 NO 21" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10' + 2'10" 3'0" + 3'0" + 3'0" + 3'0" NotcS: 1. Occr arrangements using (ewer panels than wim! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonic International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.amsonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design is geographic location is determined by ASCF 7 (Minimum design loads for buildings and other structures). National, state or local building codes speWy the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 13 Oak raft' n i.•.:" - AR K"' l.dvu•elr how I .U..w.^.1 Al I h., TNY UOOR/ N-4-4F4w#W, F",ry R:,> Omcaww"ywopamapocw+o wm,n+ms esuearx wn.aspesnaarowc Masonite internattona) Corporatior. 4N.N ;Y^'-0 to0J." . 4fW4 mwc Glazed Units COP-M-MA0100-02 FIBERGLASS DOORS 8'0" Height Inswing r4asonite International COP-WL-MA0146-02 r1idmi-Dade BUD 02-0423.01 Application Filed) OP Rating 40.0 I, NOX Arrangement j X" OX, ';XO 2'0" 2'6" 2'8" 210" 3'0" 3'6" p 2'8" + 1'0" Not Listed COP-WL-MA0148-02 Not listed r d r 02.0423,01 Application Filed) r. ,Rating 40.0 Impact Rated NO i 2'8" + 1'2" 2,10" + 1'D" 210" + 17 3'0" + 1'0" I 3'0' + 17 COP-WL-MA0149.02 02-0423.01 Application Fled) 40.0 NO 1 IV' • 2'10" + 1'0" 1'2' + 21" + 17 1'0" + 2'8" + 1'0" r 1'0" + 3'0" + 1'0" 1'2" +2'10" + 1'2" 1'2" + 3'0" + IT TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" t 2'10- + 2'10" 3'G" + 3'0" + 3'0" i XX, OXXO 2r8" + 21" COP-WL-MA0147-02 02.0423.01 Application Filed) 40.0 NO 2T + 2 8" 210" + 210" 3'0" + 37 76" + 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'l0" + 2'10" + 2'10' + 2'10" 30" + 10" + 3'0" + 3'0" Notes: Door arrangements using fewer panels thar, what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from. the Masonite International website (www.masonde.com) or from the technical center. 3. inswleion ins!rections are available from the Vasonde Interiational websile (www.masonite.com) or from the technical center. Actua: Cesign pressure requi. ament for a speci'ic cuilding design 6 geographic location is determined by ASCE 7 (Minimum design loads for buiidings and other structures). National, state or local builoing 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 ak aft p Masonite international Cotpo ation TT I EK 1RXTkV of OR% E YO.nn F..+ N.M^i camuq arc;an walla+ ar,+ro.emrat rusesspe:ac:.ors, tesgr Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing I COP-WL-MA0166-02 r Z 02-0423.03 Application Filed) t• 47.0 NOX 0" 2'6" 2'8" 2'10" 3'0" 3-6" 1 Not Listed I Not Listed I - Arrangement X0, OX, OXO lth) 2'8" + IV masonite internationalA COP-WL-MA0168-02 e 13CCO 02-0423.03 Application Filed) OP Rating 47.0 Impact, NO 2'8" + 1'2" 2'10" + 1'0" 210" + 1'2" 3'0" + 1'0" TO" + 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" + 17 17 + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201. PA202 & PA203. Q O akcraff AR EK-e.aul.vefr e'INe.N44 att F'N'1'NV UOONt fnve 0"•n AMe29 Masonite Interrtatioftal CorporationOurta++wp p"v of taodoa Ynplorem"awn fpecNtauone, enign aM Product dMa S o" 10 taarge waWA WKe. Opaque Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing Masonite International COP-WL-MA0101-02 Mianni-Dadd BCCO 01-1031.01 DpRating 76.0 ImpactRated NOX Singles (width) 2'0" 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed MIMI X0.OX. OXO Multiples ,lh) 2'8" + 1'0" I Masonite Internationalr.,• COP-WL-MA0103-02 BCCO 02-0109.10 Application Filed) 1• Rating 55.0 ImpactR. •, NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 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" TO" + TO" 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" 210" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.niasonile.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. Oakcr, aft W .. •..I.a.a1w. le lure 0:IDt:"f1.ASt V.NTK' POONS I- 5WOM t1;.11 e_ AMI29.M Masonite International Corporation Ow Cp•INua.p Volp 101 WDOua r11VrMme.O Mak" SRCft~S. Ot,pn and O.DOuCI OeWsu%tC11D Cnalgt wOa0u1 r4lKt Opaque Units FIBERGLASS DOORS 6'8" Height -- Outswing MasoniteI., COP-WL-MA0121-02 i 01-1031,02 13PRaling 76.0 ImpactRated NO ISingles X width) 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO MultiplesArrangement1th) 2'8" + 1'0" masonite InternationalMiami-Dade COP-WL-MA0123-02 BCCO 02-0109.09 Application Filed) 1• RatingImpact 55.0 Rated NO 2'8" + 17 — 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 37 + 17 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109,09 Application Fled) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 1'2" + 3'0" + 17 TV+2'6"+2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" XX, DUO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 21" + 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" + 210" 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. 0 O aka ARTEK" YIMFIIGI.ASS ENTRY DOOMS Mw,.fi+w M-4-6ts— 0 o"• " r o.•n eweA 2002 Masonite International Corporation ow ma -AV aoomm of woeoa Mowo•anMnl makes s000"iom. Onion am wMuq dew suboo IM CIW Mh" nwica. Opaque Units COP-WL-MA0100-02 . FIBERGLASS DOORS 8'0" Height — Inswing International« COP-WL-MA0106-02 BCCO 02-0109.08 Application Filed) P Rating 70.0 Impact Rated NOX 2.0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed= Not Listed Arrangement X0, OX. OXO th) 2'8" + TO" roasonite internationalMiami-Dad COP-WL-MA0108-02 1 02-0109,08 Application Filed) r• Rating 55.0 Impact1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + TO" + TO" XX, DUD 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" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + 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 8CC0 protocol PA201, PA202 & PA203. O al AR EK'- r-. FINI'.Nti1.ASt IiHTNY 1)00NS Ner-F.W IrrPr[•".Y O-e•. Aa+ 29. 70W ow COM -." slow&" ofpo" MMDIOVMNIM MN4s sppCiRCa11MMR. 9es.o",n0 0,~. otnM SUO" 10 ChMW WMW WC41 l •fl-I,.f1Y ., o,w O o-- Masor.ile International Corpo al o Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing Masonite International COP-WL-MA0126-02 02-0109.07 Application Filed) 70.0 NO Arrangement X Singles (width) 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement, X0, OX, OXO Multiples 2'8" + 1'0" Internationalr COP-WL-MA0128-02 r 02-0109.07 Application Fled) OPRaling 55.0 Impact Rated 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-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" + 'IT 1'0" + 3'0" + IT 1'2" + 2'10" + IT 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 21" + 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" + 210" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design bads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 i3 PA203. U Oak, raff i.h Ia... AR4EK'" I v.l.livflr lrOTM..eJ Ilee."i 1..1CS 1%NINY nOOKS NwT 4NiM,lvr Fwt O"en Ali 29•2M tlw oolMi1wM10 plppUm A Wo"d i-ro-a-oM mike tple tilimli. IltSpn ampo" Masonite International Corporation OeUM $,61tn toChWW "dhW notice. X Unit UNIT 8'0" UNIT 15/16• 17-1/8• MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/8HMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #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 property to transfer loads to the structure. 0 April 29. 2002 o...r o... ow caaa "lit"a 01 woda."ao•emw mews weeft"n. Masonite international Corporation oes" 04 0,04 l EaW S.4yed"u4npe w+thm nMu. XO or OX r "rlr 0' Unit r SINGLE DOOR WITH 1 SIDELITE 6' TV 67 UNIT 8'e" UNIT 13-15/16' 17.1/8, MAXIMUM ON CENTER TYP. FastenerMinimumCount 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" 1 t I f t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3116' 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 EICO 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. Alud29 M2 Masonite International Corporal on 0., cafe,. ;wawa 'U'woor'+.`J'lN..t.nFyYt154etdr,:nN.l. ongn 3nc r,GUo OeW suW to tr4A%t wd"L4 Face. MID-WL-MA0004.02 SINGLE DOOR WITH 2 SIDELITES UNIT 818"UNIT 15/16' 17-1/8• MAXIMUM ON CENTER TYP. CountMinimumFastener 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 'f Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 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 EICO 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. 0ant;+1 i.r a • O••• r Yee•, AWN 29.2DD2 Masonite International Corporation Ol tomew"romum-1 etwo " mmroo 6"N sYYKa w:rrge wnan "Yau. 0xx0 1 1 1 1 1 Unit DOUBLE DOOR WITH 2 SIDELITES b PClTY TYP. TYP. 7 TYP. 1 1 11 1 11 11 l tl 11 t Tvf r rr rr r rr rr r rr rr r 13- f t , Minimum Fastener Count 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. UNIT 8'8" UNIT 5/16, 17.1/8' MAXIMUM ON CENTER TYP. Rough Opening •t 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 (ANSUBHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 08 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 1/.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. 0 Avid 29,2002 Masonite International Corporation Ow ewowg Brogan, of s"owa e"aovemia -,*es weu+ta os. deign aq podum dew swKa 10 mw wdhw woe XX Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door Maximum undid size . 6r x 6 r Design Pressure 52.0/-52.0 Umiled 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 budding design and geographic location Is determined by ASCE 7- ationat. state or local budding codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: as oa na 00 00 o0 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 Oo 00 00 0o no 00 105 Series 106. 160 Series* 129 Series' 12 RA- 23 R/L, 24 RA. 107 Series* 106 Series 304 Series Series' This glass kit may also be useo in the following door sMe: Eyebrow 5•palkel with suoa Oa- _raft A04111111R4 EK'...o- wISCIML • Y VOO J 1'Itl L'a('.1A55 lN7'ItY UUOrS en.rr 0— April 29. 2002 Masonite International Corporation ow co aw" WW.am of Woko m"w*nem mikes spetlSNOns. eespn and prodxtl on" s ,%M10 tna.ak .IAIW "Nit xx Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: e04 Series 410 Serbs 1o9 series 114. 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AREK'- V. UI"e l\1N UNI"l 4101191 ".n•T...' "ryw. r."Ooo.. APIA 29.2002 our c~v" orwam of qo" + wovenwm masts soecif"*m. oa v aM orodw 0" W Ufto to drop w4b" WKe. r. ebM•e lr Irom Masonite international Corporation XO or OX It a I I r t Glazed Inswing Unit r APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 61". Single Door with 1 Sidelite Madmum unit size . 6T z 6-8- Design Pressure 52.0/-52.0 limited water bidess special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impaCl resistant requiremenis for a specific building design and geographic location is determined by ASCE 7-rational. stale 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: 0= Q aaa IIIII no as an as as ao 100 series 03. 05 Series 136 Series 822 Series 1/2 GLASS: 0 00 M as as oa ao gal ao 105 Series 106, 160 Series' 129 Series' 12 RA.. 23 RA.. 24 R0. 107 Series108 Series 304 Series Series' This glass 4tl nuy also be used in the lollowing door style: Eyebrow 5•e3rlel with scroll Oak raft ARk EK . W.•na• •a n 1'<<1 Mrr li 1' I tl1:K1:11.i lr'1'N s' UI)I1K nbn.i..v.e ROwr4u <(7W.. April 29.2002 Masonite International Corporation old CWM.n.r.n: My,— 011"WW 0%440V n)Ml mrses smft.— MW. 6" W".C1 MO. swneu :G tu4e -~ "W , XO or OX Glazed Inswing Unit . COP-WL-MA0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 e0e Series 410 Series i09 series Ie. 120. 122 152 Series leg Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L, 23R. 231.450 Series 152 Series 1e9 Soria 109 series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA- 805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI- DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 t / &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak. aft AR EK F*. q%" t.N, 0- /C.'M(' • b Apt i129.2002 Masonite international Corporation ow lxo rM Dt 6"00. t .mMOV~ Mon swit"O.S. Ott.en *4 0r00W seti. r s'+MU 10 mne wahw apKe oxo Glazed Inswing Unit APPROVED ARRANGEMENT. FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit sue - 9,0- x Fit" 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 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: as as 1 as as as as 100 series 133.135 Series 136 Series 822 Series 1/2 GLASS: 0 Od as as as as as oa 105 series 106, 160series' 129 Series' 12 WL. 23114- 2e R/L 107 Series' 108 series 30e Series Series' 1ms glass Nit may also be used in the following door styleEyebrow 5-panel with scroll Oak raft AR O EK" r..l.l:..1,1..- W.... 1•n iS... Y..Cd (C,, I-IU1PRELNl;LAS UN'1'NY VOOKS Mni..M.O ri.rWufwr Ooane\(,.11 far. • April 29.2002 Masonite International Corporation ow c~m 9 W oeram Cl woduo +oo.o"mem ropes sMcaicalnni, aespn and woeua omd S tw" to dupe wW A rerte. OX0 OPIt I Glazed Inswing Unit 1 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/ 4 GLASS: FULL GLASS: i a as na 404 Series 410 Series 109 Series 114, 120, 122 152 series 149 Series 3W Series series APPROVED SIDELITE STYLES: fT: 129 Series 200 series 12R, 121., 23R, 23L. 450 Series 152 series 149 Serbs 109 series 120,122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA- 805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI- DADE 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakraft AR EK" w:, U 10CCLJCS\ l'NTRVVOOKJ we..A.as.a 'Pw E—V 0+ Apr1129. 2002 Ow conKmwne aoelam a w0d.0 inoro.emenr nwes smdcalons. design and podun dew swaecr tocsaneewwA Mom io.... Masonite International Corporation OXX0 Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0145.02 FIBERGLASS DOORS 4*7 iMi'.iirl .'F^. 3f: ti(AtaOA:h • 11e1. iL aa, ONso 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door with 2 Sidelites Maximum unit site - 12'0" x 6'6' Design Pressure t52.0/-52.0 Umiled water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant regldremmds for a specific building design and geographic location is determined by ASCE 7-national, stale or local building codes specifythe edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD- WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/ 4 GLASS: as ao dab as as as as 100 Series 133,135 Serbs 136 Serbs $22 Series 1/ 2 GLASS: na as as as oa oa 105 Series 106. 160 series' 129 Serbs' 12 RA., 23 RA.. 2e R/L 107 Series106 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak g f AR 4 EK" .mh'hn L'UCL ,S\ l'NS'RY OOONI wki.•...a r«N«b..r 000.. tea• a e Ow :ty Oee•• April 29. 2002 Masonite International Corporation ow CW".." wowam of P'W"I mpove nem -AIS SWACaWs, oesgn a-0 W00.0 oew wohech he thwee wprqus MKe. Oxxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a a0ao00 ' 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 series Series APPROVED SIDELITE STYLES: a 129 Series 200 Series 12A. 12L 23R, 23L, 450 Series 152 series 149 Serbs 109 Series 120,122 Series 300 Series 241L 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &at 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak ,raft AR4EK" VI.A,..:LA\S LN INN 101N1..1 ra...r..•w•• r—p... t—, D• AprO 29.2002 ON, Comrmiwre kve rsm or MOW merovemenr "uses seetdgir ". done^ eee oroeuer eeW swim to Cea Ve IMT*A INACt w...ey t.o.• S Masonite International Corporation X 1' al a 1 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Ma n um unit size . 6'0' x SW Design Pressure 40.0/-40.0 Limped realer unless special gnesbold 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 gMrapt* location Is detemlMed by ASCE 7-national. stale or local bufiding codes specily the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: Dm as as 822 Series n El ao e0e Series too Series 0 Oakcraff AREK'" 1'Ibh NCLASS UNf11Y,0000S Non4-4 f6w*- a•,.r o.— PREMO.,VOv/i,fr n a • April 29.2002 o••.. Masonite International Corporation NM cWo.W.Mr Wlt oWamofWe" i.We.Mm MOW $WokM PS. Owoe en aWeevneNaaS0^1 to tNnet wo110N 100ct. XX ' t t Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 series 852 series 300series CERTIFIED TEST REPORTS: CTLA- 805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI- DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 16 f / &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakr, aff AR EK" I- IOLNCLAMS LN.R% I).NJ". Ne...T. -,f, ...E—,Own Apra 29, 2002 ow a"NIIw.ro woof of poeoa me a" ll[III mates spec"Mi0.L eefpn AM OM" oew [ wlea to alNge .WW wKt Ow+, O.... Masonite International Corporation XO or OX 1• At a8 I Glazed Inswing Unit 1 81'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Single Door with 1 Sidelite Madmum unit size - 67 x 8'0' Design Pressure 40.0/-40.0 Uff" water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant r"Wrements lot aspecific building design and geographic location is determined by ASCE 7•nalional. stateor local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: 13 CO oa ao 622 series 1/2 GLASS: a as 40e Series 108 series 0 Oakc—raff AR EK" w. .d.e.a PI111."C 1;CS B1'1'"s' Onfl"] Ii..U..-wNai..(anl^ot ^°•. a • V g ApW29,200? Masonite International Corporation ow CO" awl p Wam 01 woouC1 .mp0.M K" mkU softa Ca Oft. Oesgn amT"94 I MW s.UKC1 60 C-amt ""Iqu1 M." XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 10series 300 Series APPROVED SIDELITE STYLES: 450 Series 652 series 810 series 300 series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and license Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane loam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak AR E ry t.auY+var LeT 1'ItlN MCiLAt\ li el'r NY U<)t)N[ Wr4Ttior e lgweOr ErwrDews llI)Cl/ r r • il U r OY II.Y O r• April 29,2002 Masonite International Corporation ow coffl .v yeeram 01 wwa _Ww wwd MA" sm-fKaW .S. Oesip aM preeutl 0MA Suelm to C"t Yierlpyl 10Ke. OXO Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites MaAntum Unit We " 9.0' z or Design Pressure 40.0/-40.0 tWOW water untess special Ituirshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impacl resistant requiremwds lot aspecitic building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition requited. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: 114 GLASS: 1/2 GLASS: ao 404 series El 106 Series 0 O akcraff ARkEK' 1'1111 NI LA%N LNTA s' IJI>lIN\ Fa.F.weM F*."., t—,0— Apra 29.2M Masonite International Corporation Out COMM" OR IRW&M or poouct molwen" Owes $W,WM.Qrk . oesro" aW WOW deteM suonet tocrwge -~ -W1 e. Ox0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Soft APPROVED SIDELITE STYLES: 1 450 Belies 852 Series 810 Series 300 Beres CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab Tilled 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. 16 f / &a 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akQraff AR— I 0°18kM6LASS CHTRY DOORS H—T--"M.". b" yD.— Apre 2% 2002 Ov twdwvMrp omram a p00Vq mom emem males spKd"*a . eeson aA0 p00w PREM e.11w e 0. 1 Masonite International Corporation oxx0 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O Double Door with 2 Sidelites Maximum unit size .12'0- a 8'0' Design Pressure 40.0/-40.0 Umaed water unless special IhWAW design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant ropuircments for aspecific building design and geograWrk locallm Is determined by ASCE 7-ra0onal. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n as age Series a 108Series 0 O akgggff AR4EK" Fl Uu XULASS L.NTRY 00<x"1 No..T......1 rMre1." 1M Dow. a Apt 29. 2002 o...r o.... Maso ite International Corporation tlwcom.gwows. .1D' n-movemem Aessmaiara.s.Mir4.ow000n erwa euW w Cruope Warped rgrc.. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: H 1 9 to Series 300 Series APPROVED SIDELITE STYLES: AIN Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oakaraft AR 4 EK'.aa!L1'IprNel.\ti lN7N' 1),If)Ni wiwLnun rMtY"6. Deo" ///r EMMn' a 6 0.• rOee.. Apr029.2002 Masonile International Corporation ow com"" erow+mW woeue) nworeawm MAes soaaialo"s. oesq" WO woeocr Oche sueletl rocrH)ge "aMW naRe XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 618". Double Door Madmum unlit size . 5'0- x 6T Design Pressure 55.0/-55.0 Umited enter uNess special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for aspecific bUWV design and geograii* locadon is determined by ASCE 7-national, slateor IxW building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: no ao oo 0o 00 00 100 Series 133,135 Series 136 Series $22 series 1/2 GLASS: 0 0o 00 00 0o 0o 0o 105 Series 106. 160 Series' 129 Series, 12 PA, 23 RIL, 2e RA. 107 Series' 106 Series 304 Series Series' This glass kit may also be used to the following door style: Eyebrow 5-panel with scroll OakTaff qRkEK. r AEMOM4.11W, e April29.2002 Masonite International Corporation ow commA-v o19pM of p10" •nelo,e m I, Ats sm,14 le., ees1p114" Am" mud SUW0 at anee w1ew11111OK# xx Glazed Outswing Unit APPROVED DOOR STYLES: 314 GLASS: aM. an on 404 Series 410 Series CERTIFIED TEST REPORTS: CTLA-805W-2 FIBERGLASS DOORS FULL GLASS: 0 109 Series 114, 120,122 152 Series 149 Series 300 Series Series 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: TESTDWITHACCORDAMIAMI- DADECOMPANCITY, To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oakcraff 7M)Cl/Nffi, Masonite International Corporation ARTEK" Apra 29.2002 Our aoniva "woeram 01 aoaua aepovemem mates spedr"Wm eespn ara aoava otua S.D no 10 coupe "anon pace XX Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6.0" x 8W Design Pressure 47.0/-47.0 UmW water unless special threshold design b used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure andimpact resistant riqukemaMs for a specific building design and geographic W211on isdetermined by ASCE7-national. state or local building codes speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: IMM as go 822 series doeSeries 108 Series P akcraff AREK" r'MUNn LASS 6NTRV DOOMS N T—tiFO-a.."Emir0— April 29•2W Masonite International Corporation ow Noe.amor 1.00ua ."o.e.tmam makes swd"'ft aesq" a"a modun deal $090"CNa"et wNnow -OK* 4 3 2 1 ATT INiElOEra UtE Sias FOR if, wx Doan REVISIONS ARIL(24 GA.EL SIM) AO1m (tOPckOort R) REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION OPt1ONAL SI Duss OR A 1 82 11/00 - MWW 07Y (1) WAS (2) FOR TRACK BOLT ACRYLICSECTION AVA.ANE 3I HORIZONTAL TRACK SINIORT BY So- u DHD EID T6 ADOICNm m ODOR Doort 1NSTAl1DT OD SILT) SIGN LTRIRI PATOBm mc-1.-1ac Srs+cw r1k71 k kk ( W. BOTTOM • CETM- VIEW g FIT GW. sm Tim avow. WOOD A" UM LISTED AMN-40LE AS aN i C Y CAW. STEEL TRACK, WK 1TWO( DICI0IESS: OBO' yy TT T1 pool sow Q 71'P. 2-1/2112 u DALV. S1[[!2 TRACK BRACKET. TIp IOCOO (a) TRACK BRAgEET3 PER FOE. TOP wMav REPORT#96C6C DouagTIMCK " 'AL AA. C Al r 20 M-BMS INA 2-21 011201L9m0I1 I/ PAITEW (LE iRD Y-WIB Y ONE M-BMtS ONMFM j SWnOK M) I4d/B' 9EEf iE7AL SGEwS LOCAMON OrVENTSA oPBDmm. cuism Km LOCK POSRIDII 1i1—MAX 000R won+ - TB'-0• e f t t/4'r3 4' SFlfSCIElVS. to m ee 1RNCA fa RneNMmrtr HmAKE NOTE 1, t LAG sTtmPs OR 1 CENFFPS. I oD. 1 Y Y I 000Rs w m -o IecN eaNssr of s> SEcnoNs (ygB1 1 FR7 ONT PRIME VON D.v. Ln4EA NDOIINED. LAG SCF7T5 IIO• BE OMPERSMK DOORS OVER -0' f/C/ O016LST OE ( AL1kM15 (fiQT 4gwN). COMM ON OIF190E SURFACE (IBp1{{{{ NOT p I p) m PMAFIE A FW91 YDIkBINC STOP MOIIIDMC T' DOOR INSTALLER im SLOT) IRiALE. IONZOMi L A ABS 00 Not TRANSFER I=. 20 G MN. 611.V. STEEL END STALEZtAYELLOWPOEA46 TI.rx 1 _ SBA a , 20 GA "If STEEL WEAL SMILE MOLDED On" / s SFGNen s 12 Cl GW. SIEL. 1' 8 UIE NEfAIER PM KIEND SCREW ammamsWHONE rAASRiMOf o &'mw 9qN NA1W TDII C-a0 1wLI L 25 GA. WK SEEM/(10 9paEV5 PER IRE) ON 31 fC-90ONSKMODRMIEO-••Ot1 0M M, a 2a' fRMEAS (2.WO K MK OC_90 OR PER TRACK &VZKET. AID A WIOID-ON P9LYESIER BMN WCm EIIG LETa• TAPC01 SpIfRS ON n-Tit• NTFNS .6G02 /IASIOF •taFEPERROIIER) TOP COAT APPLIED m BOTH MIN. 7AStIDS 1MCIOm wm1 to u CAW. sTFFEl rnVlut tNWGE STOCK OF STEEL sqn 12 G a4m STEEL TOP OWWW ONN' 41ii E MICIIORS, • 09. M L RA91ER REOUBBD 2• CAW STEEL TRACK PASTE ED TO Ica TE {,v. g7E AgIFJI ICES P m MIEN. STALLS R {) ROLLER BRACKET. EACH EACH SIDE a DOOR. rLN iAv H¢ MrttoNs MAr KD1RN1m— 12 CA CILY. STEEL TRACK BRACMETS. PiKTilE1 m END S1RE5 EACH fli4) /I a y . BRIK'A(Ef ATDOM R/(a) . Off NOTARKIBED) to PMVOE A P1LL41 TRACK ATTACHED TO EAW BRACKET tad(y Sf1 ET LiTK 9CAE1K NDN * SIE£f METAL MOL90M RLKACE HOR WAL IAIGS DO HOT "M ONE 1/4•4/3' DOLT t MFT a) i/{'f3/< SEIF TAPPNG 9C%75 PER END Ht10E SHP HAP ARKS. TIMM" Law OR M 3/4' OU WBM. OUTSIDENIAfIe to a f,ILll. STEEL ETDDLE ENDE Y DM stow STEM. to BALL STEEL ROLLER. tNo IIHDE GTCI STU iN f dIBB710tl MARK RFSTEarmD. PE EA4TDED m END MILE PREPARATION or MMRS RY ORIRS S11mma C-C R RIDA P.E. /48423 m w 4 iaaro Dow HANDLE sTLE NORM CADC/w. P.E. #vIsu 3' TALL tl-BAR & (a) 1/4%3/4' SELF .L9C2KI= BAR 20 u Our. SIM TAIN#i SCEJR. ,.,. roroN RESIGN LOADS: +24.0 PSF & -24.5 PSFw. YULD sTi1TT1CM: x 1051 OUV DE EACHKSIDE OFEUOKT3 TEST LOADS: +36.0 PSF & -37.0 PSF L 3 T 3' TALL . 20 G GLv. STEEL M-EARS END SI 0E BRIT E DE DDOTL RECORD FOR THE BOLDING OR SIWUAE NO N MCOREWAMCE i w A 2-1-2-t PATTM .E. TOO O-6MKS SIRE LOCK 9IGICFS Waam CODES FOR nE IAA05 MSTm ON IK iRol A mi. m IY[ t-rro' r ON Bosh wn T OM Boma PART NO.: - i IRIN t a a/js' sELs TAPPNG scads TOO K ON a,R gH y/P e A V ,r...c. MYRODww %* 0" n " 3,2fblKt 4 pI P4R 5 %E K.00ATION. EmI : SIG- D TOLERANCESOF .n IDEAL .13-]E!-ROB I.aAAt...A.A.tsyPeMMAa .0 1.03 lWW/1MBEELIELE. fL[!k1-ST3-762-AYE a. w.FrH., > s.NI AAP st1 mN A -A (Sw vEVT KOPTIOON TN01T ,m.,( R, r mm eL no -be. 00 > ! A15 DESCRIPTION: MODEL 6RSi W4 16-0 K 8-0 24/-24.5 tiESttY( LOAD e..v. i.In erY .000 . t It55 t3 u Cxv, S>En BOTTOM BMpfEi. P,eNP w ant. AAAw..Aa 0000 . t.001 DRAWN BY: &JM DATE: 4/1e/oo SCALE: NTS DWG. ATCCLED wTIM (2) /t1d/8' SW METAL SCREiVi % Z NyypAAInI tMwhow . NlRA" EXTRUSION / 11Tvn A OKryaea t 1/2' CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 r ZE A van es Projection A%E #4 NCWS. DWG. NO.: 102138 REV. NO. 1 1+ N•IIi A 1 TTHED/ ( 1) INTERMEDISTILEDIATE STILE AND UREDIAWE OOADNESIVE ((/Lt.OIJI k BO M REVISIONS QTY ( 1) WAS (2) FOR TRACK 1 2' TN= 3' TALL U-BAR HORIZONTAL TRACK SUPPORT BY 20GAGALVSTEELDOORINSTALLER (To SUIT) D 1 3' T 13 CA. CALV. STEEL. FLAG BRACKET. 1a GA. auL STEEL Tp+ i EACH FASTEHED TO WOOD dAMB WON c I (3) s/TB"x1-s/5" WOOD LAG SCREWS. N=- DOUBLE ,TRACK LOW HEADROOM 6 SHP LAP JOINM AVAILABLE AS AN OPTION xDOOR 14 u aLy. SnZL HEIGHT. 'V Em "WE F STEM1 0/0 /p a 2" GALV. STEEL TRACK. 8 SHEETS x. MIN. TRACK THICKNESS:.0a0" Ilt/m . 8 -0 Be TAPPOISCREM' TYP. 2-1/2-x12 CA. GALV. STEEL TRACK BRACKET. C 3* TmU-aw. am uu-QkV9w(4) TLLAL.K BRAOKETS PER SEE. Pot — LA U-" ATrACHED WIN1ss/aNLOCALTXE SELFTAPPINGLHRTOPBRACKETSCNEWSDOUBLEHORIZONTALo TRACK DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS SH OWN). FRONT FRAME WITH U.V. DOORS OVER 7'-0" INCH CONSIST OF (5 SECTIONS (NOT SHOWN). COATING CH4 OUTSIDE SURFACE DOUBLE TRAM C C 13 a. GLY. S1EF1 BOITOMLOW HEADROOM 1/ 4'x3 4' SELF 1 2 x3' LAG SCREWS ON 24 CENTERS. 1 /I.: SfIF£T NNETN 9tltflYS. i i ` i} GLASS OPTKNLAL 10 SCREW TSCREWS. WASHER TREQUIIZIDREQUIRE LAG SCREWS MAY BE H MOUNTING C ALGaNIY pLLlplgpN 1/BWACRYLIC LIME WINDOW LLTE 14OAfNDHMlCES1BCaINIFJN/EDLA E HINGE ( NOT ) TO PROVIDE A FLUSH MOUNTING LOW. VNYL fFAl11FR511iP. SECTION B-8 view ' B" y y •C• SURFACE HORIZONTAL JABS DO NOT TRANSFER LOAD. SEOTKLN A -A (SIDE OPTIONAL Osa «A5S OR LISTED 1 // 8" ACRYLIC LITES AVAILABLE SE£ SECTION B-B) 20 Gil MIN, ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM A OP. BOTTOM & CENTER). . REPORT# 9606C 25 GA. MIN. GALv/ LOOK POSITION STEEL SKIM COATED BOTH SLOES) WITH A BAKED -ON PRIMER. TWO POINT LOCKING AND A OAT APPLIED POLYESTERTOPCOATSOFSTEELTO BOTH qrlSAESOFSTEELSKILLOP OPTIONALJ ED LOCK P—i OPTIONAL OUTSIDE KEYED LOCK POSIT)ON MAX. DOOR WIDTH 9'0' 14xS/ 8' SHEET METAL SCREWS 2x8 YELLOW PMIE 12 GA. GALV. STEEL TRACK BRACKETSFASTENEDTOWOODJAMBWITH ONE 5/IB'x1-5/8' LAG SCREW P TRACK BRACKET. 2' GALV. STEEL TRACK FASTENED TO -A 12 GAL CALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4-x5/8' BOLT & NUT OR TWO 1/4' MA. RIVETS. ONE 3' TALL x 20 GA. U-BAR (50 KS) PER DOOR SECTION. END SLIDE BOLT snLE LACK ENGAGES INTO VERTICAL TRACK. ONE LACK ON EACH SIDE OF DOOR. INSIDE SLIDE 90L7 LOOS OPTKIN VERTICAL JAMB ATTACHMENT IC-W 81 OCK ORF PAN HEAD SCREW 0 SCREWS PP UTE)END PSI MIN. G0N(7IEIE COLUMN.. MOLDED INSIDEf'" )/ STILE STOPMOULDINGBYDOORINSTALLER (TO SUM3 8 x4 SLEEVE ANCHORS ON 24x-C!?GM (BOTH LIME RETAINER INTER. / I D JIL. 20GA. MIN. GALV. STEEL END STILE C-90 BLOCK OR 2.0DO PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STILE 1/4 x4' TAPCON SCREWS ON 24' CENTERS (2,00020 CA. GALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH WITHT ANCHORS, H O. D. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REOUIRfD) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO HOT TRANSFER LOAD, OUTSIDE KEYED I - - - _ --- - - -- - SHANDLE FAS WSESW4) f/E4S PERENDHINGE. 1-- 2" OIA. SHORT STEM. 10 BALL STEEL ROLLER NOTE 2: THE DESIGN OF THE SUPPORTMNC STRUCTURAL ELEMENTS SNAIL BE THE mil( OF THE PROFESSIONAL OF RECORD FOR THE BIJI. DINO OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD. P.E. WITH CURRENT BUILDING CODESFORTHELOADSLISTEDONTHISDRAWING. FLORIDA P. E. /48495 i NORTH CAROU14A P.E. 123832 4 3 ONTO VERTICAL. TRACK. ONE SWAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE END I 17 STILE OUTSIDE KEYED LOCKINSIDEtfANaELOCK BAR IACIKING LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR DESIGN LOADS: + 25.0 P.S.F. & -32.0 P.S.F. OUTSIDE SNAP KEYED LOCKLP LATCH LN_fnK OPTION TEST LOADS: +37.5 P.S.F. & -48.0 RSF. wow aavrs c aoeo w w m A waeo u Nn PART NO. - x. IFiw sea.N / xL..vla. 12 W 312 St A. — um. TOLERANCES - WN45202IDEALa orr.4AwYawq...y L» l.a. 4 ` r t = oNWA A. r.W 4 Form m. ter. A t.03 00 ' t•015 000. tA05 id AL 1-k13- 311-w Fm ow I-513- m-3519 DESCRIMON: MODEL SRST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMM DATE: 4/18/00 SCALE: Nis DKG.B OL 0pr urom statoroLiN r wrt+wNs ,RE wwaEs. SIZE TIdrJ A qy Proje — + - CHECKED BY: MWWDATE: 4/18/00 SHEET 1 OF I M. NO.: 102137 REV. N0. 1 FOAM 60OA2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name. 2289 Builder: DR HORTON Address:Permitting Office: City, State - 3` Permit Number: Owner: Ix Q . "<XLZpN Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 5 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (112) 2284 112 c. N/A 7. Glass area & type a. Cleat - single pane 259.0 112 , 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ F. Tintlother SHGC - single pane 0.0 ft2 - HSPF: 7.90 d. Tintlother SHGC - double pane 0.0 ft2 b. N/A 8. Floor types i a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 320.0112 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, 835.0 112 EF: 0.86 b. Frame, Wood, Exterior R=11.0, 876.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=l 1 A, 330.0 112 d. N/A _ c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 112 _ 15. HVAC credits PT, b. N/A _ CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 1 I . Ducts _ PT -Programmable Thermostat, a. Sup: Uric. Ret: Unc. AH: Interior 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: 33145 Total base points: 36048 PASS hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: ID9 t Qz DATE: 03.O 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERIAGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2284.0 25.78 10598.7 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1.00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As -Built Total: 259.0 13628.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 330.0 0.70 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1809.0 2.13 3853.2 Under Attic 19.0 1809.0 2.82 X 1.00 5101.4 Base Total: 1809.0 3853.2 As -Built Total: 1809.0 5101.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 161.0(p) -31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p 31.90 5135.9 Raised 320.0 -3.43 1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 6217.4 1 As -Built Total: 481.0 4559.9 EnergyGaugeO IKA Forrn 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 22840 14.31 32684.0 2284.0 14.31 32684.0 Summer Base Points: 44525.2 Summer As -Built Points: 50043.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 44525.2 0.4266 18994.4 50043.1150043.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 15198.9 15198.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FOkM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 22"0 5.86 2409.2 Single, Clear E 1.0 12.5 7.0 9.96 1.00 70.0 Single, Clear E 1.0 14.5 32.0 9.96 1.00 319.7 Single, Clear E 1.0 14.5 53.0 9.96 1.00 529.5 Single, Clear S 1.0 5.0 10.0 7.73 1.02 79.0 Single, Clear S 1.0 7.0 23.0 7.73 1.00 177.8 Single, Clear W 1.0 10.0 39.0 10.74 1.00 418.7 Single, Clear W 1.0 11.0 7.0 10.74 1.00 75.2 Single, Clear W 1.0 3.0 8.0 10.74 1.02 87.7 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 9.0 32.0 10.74 1.00 343.5 As -Built Total: 259.0 2619.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 330.0 1.80 594.0 Concrete, Int Insul, Exterior 3.0 835.0 3.80 3173.0 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.0 4016.0 As -Built Total: 2041.0 5519.0 DOOR TYPES Area X BWPM = -Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1809.0 0.64 1157.8 Under Attic 19.0 1809.0 0.87 X 1.00 1573.8 Base Total: 1809.0 1157.8 As -Built Total: 1809.0 1573.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 161.0(p) -1.9 305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p 2.50 402.5 Raised 320.0 -0.20 64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 369.9 1 As -Built Total: 481.0 978.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:.. , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2284.0 0.28 -639.5 2284.0 0.28 639.5 Winter Base Points: 6747.5 Winter As -Built Points: 10225.1 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 6747.5 0.6274 4233.4 10225.1 10225.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.432 1.150 0.432 0.950 0.950 4828'0 4828.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeOfflaRES'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 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points Ll8994 4233 12820 36048 15199 4828 13118 33145 PASS EnergyGauge- 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; .5 cfmhsq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wail panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration banter 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-stpry Houses 606.1,ABC.1.2.5 Air barrier on perimeter.of floor cavity between floors. Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA.22 OT14FR PIPPIRrRIPTIVF MPACI10FC /rnmet hn 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* = 84.9 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: 48.0 kBtu/hr _ INumber of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 5 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (W) 2284 112 a N/A 7. Glass area & type a. Clear -single pane 259.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ F. Tint/other SHGC - single pane 0.0 ft2 , HSPF: 7.90 d. Tintlother SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 320.0ft2 c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, hit Insul, Exterior R=3.0, 835.0 ft2 _ EF: 0.86 b. Frame, Wood, Exterior R=l 1.0, 876.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 330.0 W d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 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: Interior 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: 7 Y Address ofNew Home: L 0 City/FL Zip: NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. ffyour score is 80 or greater (or 86for a US EPADOE EnergyStarTMdesignation), your home may qualmsfor 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 ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) n RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6M Phone: (407) 831-2665 Project• • For. DR HORTON Notes: DR HORTON—MODEL 2289 Design Information 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 36319 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 36319 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating CoolingZ Volluume (ft3) 18742 18742 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 219 125 Heating Equipment Summary Make TRANE Trade EfficiencyHeatinginput Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.0 HSPF 0 Btuh @ 47°F 0 OF 1600 drn 0.044 cfm/Btuh 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/Ib Sensible Cooling Equipment Load Sizing Structure 30460 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Ratelswing multiplier 0.98 Total lens, equip. load 31306 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Btuh Total latent equip. load 7514 Btuh Total equipment load 38820 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 10.0 EER Sensible cooling 32900 Btuh Latent cooling 14100 Btuh Total cooling 47000 Btuh Actual cooling fan 1600 cfm Cooling air flow factor 0.053 cfm/Btuh Load sensible heat ratio 81 % Bold Falk values have been manually ovenidden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VVrjCjhtSCD t RigM-Suufte Residential^" 5.0.64 RSR26016 E:1FSes1DR HORTON 200Z=9\2289.rsr 2002-Mar-01 08:28:50 Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 enure A - winter mriitration m i m t;aicuiation- 1. Winter infiltration AVF 0.70 ach x 18742 ft3 x 0.0167 = 219 cfm 2. Winter infiltration load 1.1 x219 cfm x 32 OF Winter TD = 7712 Btuh 3. Winter infiltration HTM 7712 Btuh / 297 ft2 Total window = 26.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18742 ft3 x 0.0167 2. Summer infiltration load 1.1 x 125 cfm x 18 OF Summer TD = 3. Summer infiltration HTM 2479 Btuh / 297 ftz Total window = and door area 125 cfm 2479 Btuh 8.3 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 125 cfm 3692 Btuh Procedure u - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 drn vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x Equipment sizing load - sensible = 0.98 31306 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 grAb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 3692 Btuh Equipment sizing load - latent = 7514 Btuh Construction Quality is: a No. of Fireplaces is: 0 BoWtallc values have been manually ovenmkkkn Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VNr j9htSC) t RighhSulte Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50AME:\J:D.\DR HORTON 2002\2289\2289,. Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Plane: (407) $31-2665 MANUAL J: /tn La. 1 Name of room Entire House METH WIC MBR 2 Length of exposed wall 274.5 ft 20.0 ft 16.0 ft 14.0 ft 3 Room dimensions 8.0 x 12.0 ft 9.0 x 9.0 ft 16.0 x 15.5 ft 4 Ceiings Condit. Option 8.2 ft heat/cool d 8.0 Iti heaVcool 8.0 ft heat/cool 8.0 ft heatfcool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Gig W) Htg I Clg It) Htg Gig ft.) Htg I Gig ft2) Htg Cl9 5 Gross a 14B 4.6 2.1 999 160 f«. 72 112 Exposed b 12C 2.9 1.9 971 0 f... 0 0 walls and c 13C 3.2 1.2 330 0 56 0 partitions d 0.0 0.0 0 0 0 f.« 0 e 0.0 0.0 0 f 0 f 0 0 6 Windows and a 1C 37.0 206 7614 7 259 0 0 32 1183glassdoorsb8C37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d0.0 0 0 0 0 0 0 0 0 f0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 42 849 0 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0- 0 0 0 0 0 Cooling ENV 56.8 210 11919 7 381 0 0 32 1741 SE/SW 0.0 0""•' 0 0 0 0 0 0 0 South 30.4 7 224 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 38 717 484 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 835 3848 1719 153 705 315 72 332 148 80 369 165 exposed b 12C 2.9 1.9 876 2523 1703 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 330 1040 386 0 0 0 56 176 66 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 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 1809 3068 4027 0 0 0 0 0 0 0 0 0b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0 Note: room b 19G 1.1 0.0 320 364 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 0 for slab a 0.0 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 26.01 8.3 297 7712 24791 7 1821 58 01 0 01 32 8311 267 13 Subtotal toss=6+8..+11+12 33017 1664 923 f«. 2745 f«. Less external heating f«• 0 0 0 0 f.« 1 ICIesstransferns ii 0 0 Mf• 0 Hf. 0 f«. 14 loss 109 3302 10 9A 166 10 92 100A 27515Totaltoss =13+14 36319 f... 1830 f... 1015 3020 16 InL gains: People @ 300 7 2100 0 0 0 0 1 300Appl. @ 1200 2 1800 0- 0 0- 0 0 017SubtotRSHgain=7+8. +12+16 27691 754 214 2473Lessexternalooding00f... 0 f.1f 0Lesstransfer00f0018Dudgain102769107510211024719TotalRSHgain=(17+18)•PLF 1.00 30460 1.00 830 1.00 235 1.00 2720 20 Airrequired (cfrn) 1600 1600 81 44 45 12 133 143 Printoutcertified by ACCA to meet all requirements of Manual J 7th Ed. A wr-5g1 utso#tt Right -Suite Residential"' 5.0.64RSR28016 2002-Mar-01 08:28:50 E: 711.113R HORTON 20021228912289.rsr page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9•22•00 109 COMMERCE STREET, LAKE MARY, FL 32746.OM Phone: (407) 831-2665 awrv ru .r: tin ta. 1 Name of room UTIL 1/2 BTH FAM KIT 2 Length of exposed wall 9.0 It 5.0 ft 31.0 ft 9.0 ft 3 Room dimensions 6.0 x 9.0 ft 5.0 x 9.0 it 17.0 x 16.0 ft 10.0 x 20.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 1111 heat/cool 9.0 ft heat/cool 9.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO, Htg I Clg fe) Htg I Cig ft-) Htg Cig W) Htg I Clg ft2) Htg Cig 5 Gross a 14B 4.6 2.1 0 0 311 81 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 72 40 0 0 partitions d 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 0 0 0 0 10 370 glass doors b 8C 37.0 0 0 0 0 53 1959 0 0 Heating c 9C 38.7 0 0"«` 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 0 0 10 204 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling EIW 56.8 0 0 0 0 53 2883 0 0 SE/SW 0.0 0 0 0 0 0 0 0--»- 0 South 30A 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 b 11A 18.9 12.7 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 0 0 0 0 0 0 258 1189 531 71 327 146 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 72 227 84 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 282 478 628 210 356 467 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 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Flows a 22A 25.9 0.0 9 233 0 5 130 0 31 804 0 9 233 0 Note: room b 19G 1.1 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 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.ol 8.3 01 0 01 18 4671 150 531 1376 4421 10 26ol 83 13 Subtotal km=6+8..+11+12 460 1063 5806 1546Lessexternalheating0000 Less transfer 0 0 0 014Ductloss100A46100A10610OA58110OA151515TotalNoss =13+14 506 1169 6386 1700 16 InL gains: people 300 0 0 0 0 4 1200 0 0 AppL @ 1200 1- 600 0 0 0-«• 0 1 120017SubtotRSHgairl--7+8..+12+16 684 426 5685 2101 Less external 000ling 0 0 0 0 Less transfer 0 0 iJ. i 0 i-« i N. 0 18 Duct gain 10 68 10 43 10 568 10 21019TotalRSHgain=(17+18)'PLF 1.00 753 1.00 469 1.00 6253 1.00 2311 201 Air required (cfm) 22 40 52 25 281 328 75 121 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W tr'rrt 1'lttsorft Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50E:tFfts\DR HORTON 200212289t2289.mr page 2 RIGHT-`,t WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-0206 Phone: (407) 831.2665 Job:2289 9.22.00 IIfIA1VVAl. J: tin to, 1 Name of room DIN/LIV/FOY BR2 BR3 HALL BTH 2 Length of exposed wall 57.0 ft 31.5 ft 23.5 It 5.5 ft3Roomdimensions20.0 x 19.0 ft 12.0 x 16.0 It 12.0 x 15.0 It 6.0 x 18.0 ft4CeiingsCondit. Option 0 ft heat/000l 0 ft heat/cool 0 It heaticool 8.0 it heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg CI9 fe) Htg I p9 ft2) Htg Ci9 ft') Htg p9 OF) Htg I C19 5 Gross a 148 4.6 2.1 263 H.. 0 N.a a. 0 NN N.. 0 Exposed b 12C 2.9 1.9 63 HN HN 252 H. 188 H.. N 44 walls and c 13C 3.2 1.2 162 Na 0 N« N.. 0 N« iHa 0 Nwa NH partitions d 0.0 0.0 0 H. a. 0 H.. N. 0 H. N.. 0 e 0.0 0.0 0 NH NN 0 NN HN 0 NN 0 HH f 0.0 0.0 0 0 a.« I H.. 0 a 0 6 Windows and a IC 37.0 77 2846 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 0 0 N.. 0 0- 0 0 Heating c 9C 38.7 0 0 0 0- 0 0 0 0d0.0 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 16 319 0 0 0 0 0 0 ss doors NEfNW 0.0 0'"" 0 0 0 0 0 0•"' 0 Coding ENV 56.8 54 3433 16 870 16 870 0 0 SE/SW 0.0 0'"'• 0 0 0 0 0 0 0South30.4 7""• 224 0 0 0 0 0 0Horz0.0 0- 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 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 2.1 201 926 414 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 48 138 93 236 680 459 172 495 334 44 127 86 walls and c 13C 3.2 1.2 162 510 190 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 0e10.0 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 160 1.7 2.2 400 678 890 192 326 427 180 305 401 108 183 240b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0C0.0 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 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 57 1477 0 0 0 0 0 0 0 0 0 0Note: room b 19G 1.1 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 0forstaba0.0 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 Irdiiltration a 1 26.01 8.3 971 2519 8101 16 4151 134 161 415 1341 0 01 0 13 Subtotal loss=6+8..+11+12 i" 9473 H' i• 2012 i•• 1807 i•• i" 310 Less external heating 0 a.a iH. 0 H. NH 0 N« 0 N« Less transfer 0 H 0 N. 0 014Ductloss10947IOQA201100A18110°/ 3115Totalloss =13+14 i 10420 2213 19M 341 16 Int, gains: People 300 1 300 0 0 0 0 0 01200000- 0 0- 0 0- 017SubtotRSHgain=? 8..+112+16 H.a 6927 Na NH 1m H. HH 1739 N 326LessexternalcodingNNa0NN0NN0NNH0LesstransferNN0N. N« 0 aN. 0 a 018Ductin100/ 693 10 189 10 174 10 3319TotalRSHgain=(17+18)'PLF 1.00 7620 1.00 2079 1.00 1913 1.00 359 1201 Air required (cfm) 1 4591 4MI 981 109 I 88 100 161 19 CCA to meet 5.0.64 RSR26016 Ed. 2002-Mar-01 08:28:50 Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MNIVVHL J: tin tO. 1 Named roam LOFT/BR5 BR4 2 Length of exposed wall 12.0 ft 41.0 it 3 Room dimensions 12.0 x 19.0 ft Wo x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ftheat/000l TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg I C19 ft=) Htg C1g ft') Htg Cig Htg Clg Htg Gg 5 Gross a 14B 4.6 2.1 0 HH H« 0 H. H Exposed b 12C 2.9 1.9 96 328 walls and c 13C 3.2 1.2 0 0 partitions d 0.0 0.0 0 H« 0 H H. e 0.0 0.0 0 0 6 Windows and a I 37.0 16 591 32 1183 glass doors b 8C 37.0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 HH e 0.0 0 0 0 0 f 0.0 0 0 0 0 7 Windows and North 20A 16 326 0 0 H Qlass doors NE/NW 0.0 0 0 0 0 Cooling ENV 56.8 0 0 32 1741 SE/ SW 0.01 0 0 0 0 South 30A 0 0 0 0 Horz 0.01 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2.9 1.9 80 230 156 296 852 575 walls and c 13C 3.2 1.2 0 0 0 0 0 0 partitions d 0:0 0.0 0 0 0 0 0 0 e 0,0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a '16D 1.7 2.2 228 387 508 209 354 465 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 26.9 0.0 0 0 0 0 0 0 Notez room b 19G 1.1 0.0 111 126 0 209 237 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 1 26.01 8.3 161 415 134 321 831 267 13 Subtotal losses+8. +11+12 1750 H« 3458 H H.. Less external heating 0 0 HH Less transfer 0 NN 0 Ha. 14Ductloss1017510346y 15 Total loss =13+14 194 3804 16 Int.gains: People HN 0 1200 0 0 0 H 17 Sublat RSH gain=7+8..+12+16 1423 3049 H Lem external cooling H« 0 H H.. 0 a. a H« Less transfer 0 0 HH H« 18 Duct gain 10 142 10 305 QA»« 19TotalRSHgain=(I7+18)"PLF 1.00 1565 1.00 3353 20 Airrequired Wire) 85 82 168 176 Printout certified by ACCA to meet W47C hCSC?F Right-SuiteResid"al-5.0.64RS112676 A E:1FO..\DR HORTON 20021228912289.. 2002-Mar-01 08:28:60 Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 1o9 COMMERCE STREET, LAKE MARY, FL 3274"206 Plane: (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 MBTH a n e a c n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 WIC MBR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 1 /2 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 KIT a n s a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIWFOY a n s a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6 a n w a c n 0 d 1 1 90 1.0 1.0 4.0 6.0 54.4 39.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 4.0 7.0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 HALL BTH LOFT/BR5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 t Vb 1'K]. tSoft Right -Suite ResWendal"5.0.64 RSRM16 2002-Max-01 08:28:50RAE:Wges\DR HORTON 200212289\2289.mr page 1 a BR4 n w b c n 0 d 1 1- 90 1.0 1.0 4.0 5.0 54.4 32.0 0.0 VV jghItSCft RW Suite R"derdial- 5.0.64 RSR26016 E.WIM1DR HORTfNJ 200212289\2289.mr 2002-Mar-01 08:28:50 Page 2 vaVERLEE VEM m+a ttlutmt rfa'e, Ito 1 "r LIA o.. r be A act [momrnWpDm 3W 6 I.cd I2xb Sxd 45 145 9x4 l.cd 10 ex 1.cd 25 w 40 w L4uN- 4' dryer duct to root cap 42X42 A/C SLAB T 6' BY BLDR MIN 2' FROM WALL :%frNooF "p i I 5;> rYppppRyT aFZ'aewn 12.12 d IW6 t120e[d scale I/9.1v N — r bath to roofFan Oga4.0 TON V/Mv VZOV IVNetaMx16pen j patrarn M 01dr t0' S6• T, 6. 14.9 1.cd 20D z shave 0 Minimum clearance of 4 inches around the off hancBer per the State Energy code . :Si duct has on r.6 insulation value. v O 0 (U ('') Z 0 F— O o zoo CuOD Ci (U N — A (1J f7 A Rating zo r N m to y.. > 4 z E "L." 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