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Home My WebLink About277 Clydesdale Cir - BR03-001967 - SFRPERMIT - / • ( r CONTRACTOR _ DR Horton 6250 Hazeltine Nat'l Dr #102 ADDRESS Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER S. W10RI;M1 PHONE NUMBER ELECTRICAL CONTRACTOR i MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # O ,-3 - I (.a-7 DATE 5 - I -0 PERMIT DESCRIPTION N J-k )`S I }' PERMIT VALUATION ! 91 -7 (0S SQUARE FOOTAGE Zz3 (D d C7 t=7 cn En CERTIFICATE,.OFw CCUPANCY / COMPLETION This j's to certify that the building located at 277 CLYDESDALE CIR for which permit 03-00001967 has heretofore been issued on 6/04/03 has been completed according to plans and specifications filed in the office of the Build i Official prior to the issuance of said building permit, to wit as <<J `,y,t=e,nl, &Si L1_ complies with all the building, plumbing, electriWal, 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 BUILDING: Finaled .oR ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: FIRE: Inspected Sewer Lines In Sewer Tap Street Drainage 6 Paved Maintenance Bond PUBLIC WORKS: Street Name 1 ' Street Signs g11 S ntimm Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 6 23 03 20.00 7/15/03 20.00 6/04/03 10.00 8/04/03 10.00 6/13/03 10.00 6/04/03 10.00 6/04/03 59.27 6/04/03 54.00 PAGE: 2 CERTIFICAT$.OF OCCUPANCY / COMPLETION This is to certify that the building located at 277 CLYDESDALE CIR for which permit 03-00001967 has heretofore been issued on 6/04/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 6/04/03 6/04/03 6/04/03 6/04/03 6/04/03 6/04/03 6/04/03 6/04/03 279.61 91.93 11.32 847.00 11.32 1384.00 650.00 1700.00 1'7Htr\ of ICE /2"4/03 OWNER BLT17rDING OFFICIAL DAT CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: Q \S- PERMIT #: ADDRESS: A'T) CONTRACTOR: PHONE #: 1 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 9/20 `03 0 Fire OZoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY to, p 3 10REQUESTFORFINALINSPECTION SINGLE FAMILY RESIDENCE****i3u dw e(— DATE: Q \S- L7 PERMIT #: ADDRESS: A "1) 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. DEngineering DFire ublicWorksrme ,- q f11/0 Zoning I ,A 3 Utilities Licensing A J A CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: Q \8 PERMIT #: ADDRESS: WT) CONTRACTOR: \ l P PHONE #: y(D) - 8 a -'A The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering D Fire (-\ LP DPublic Works DZoning 1,A tilities d(4 6Q-A 6c-, e DLicensing f A wo o-> CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATE Imuortant: Read the instructions on Daces 1. 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Comparry 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 277 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 37, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Nonresidential, Addition, Accessory, etc. Use a Comments area, it necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: El GPS (Type): W or ##.####hl NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP COMMUNITY NAME & COMMUNITY NUMBER 62 COUNTY NAME M. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL 87. 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 of flooding) 1202890045 E 4117195 4/17195 X 24.6 B10. Indicate the source of the Base Rood Elevation (BFE) data orbase flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Descibe): _ 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Caishuction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select4he building diagram most similar to the building for which this certificate is being cornpleted - see pages 6 and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C&-awi below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Canments _ 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) 39, 4 fL(m) o b) Top of next higher floor N/A. L(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. A(m) o d) Attached garage (top of slab) 38. 9 t(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 38.4 ft(m) o f) Lowest adjacent (finished) grade (LAG) 37.3 fL(m) o g) Highest adjacent (finished) grade (HAG) 38. 5 fL(m) o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: DAVID M. DEFIUPPO LICENSE NUMBER: 5038 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZJP CODE 320 E. SOUTH STREET, 51F,180 ORLANDO FL 32803 r"22- ADD DATE TELEPHONE 9/18103 (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 Fortruurarm Wmanyuse BUILDING STREET ADDRESS (Inducting ApL. Unit Suite, andfor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Numbs 277 CLYDESDALE CIRCLE CITY STATE - ZIP CODE Company NAIC Nunter SANFORD FL 32M SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) communntyy official, (2) insurance agenUco mparny, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DECSRIBED IN C3-E ISAN A/C UNIT Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items Et through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the buildng diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement orenclosure) ofthe building is _ ft(m) _in.(om) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the budding is _ ft.(m) _in.(an) above the highest adjacent grade. Complete items C3.h and C31 on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cn) above or below (check one) thehighest 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 comma illy s floodplain management ordnance? Yes No Unknown. The local official must ceitifv this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.ionly), and E for ZoneA (without a FEMA4ssued orcommunity - issued BFE) or Zone AO must sign here. Theshatements in Sedians A B G and Eere correct tothe best ofmy browfedge. 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 localofficial who is authorized by law orordinance to administer the community'sfloodplain management ordnance can complete Sections A, B, C (or E), and G ofthis 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 Incensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source anddate of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zane A (without a FEMA4ssued or co mmunitymissued BFE) or Zane AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (ndudng basement) of the building is: _ _ft.(m) Datum: G9. BFE or (n Zone AO) depth of flooring at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF ' SURVEY DESCRIPTION: (AS FURNISHED) LOT 37, 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). 130' GRAPHIC SCALE 0 15 30 0, 6= 4*03153" R= 275.00' L= 19.51' CB= S87'34'18"E C= L9.51' NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/ FOUND ON 9-17-03, 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. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 37, AS BEING N89'36'15" W PER PLAT. FIELD DATE:) 6-16-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM FINAL 9-17-03 JOB NO. ASM41196 FOUNDATION B-20-03 CKB DRAWN BY: REVISE PATIO 5-8-03JAL R.250, 0p. CB06.81• C+B' 07'E WALK IS 1.7' OFF w LOT 38 ( D <N 0 a: N 0 z C CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R. H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA KEAN PLUMLEE AND MELANIE K. HEYMAN CH MORTGAGE COMPANY, I , LTD. TRACT A CLYDESDALE CIRCLE 50' RIGHT OF WAY bA e• PT9' 36' 15"E _ 217.51' - _ - PI 30. 51' CENTERLINE OF I ai RIGHT- OF-WAY S89'36' 15"E n WALK ISr5f:VP.'• :•:: 1.6' OFF 10' UTILITY EASEMENF•.•`•:- 6. O' r. .... ry t.' ONCRE TE ' 3' C/ W'DRIVEWAY'' 0 5. 0 21.5'•. 4.7• i COVERED ENTRY ONE STORY a CONCRETE BLOCKRESIDENCEU FINISH FLOOR c ELEVATION- 39.42 c o 40.0' R...:.; 5. 0 JJ. 7gg \ rLOT 37 o m I _, ID I 7 I D 0 1 rri 3 ctOv o LOT 36 0 CN o 0 0 In LOT 39 3° ' N89'36'15"W J+.o LOT 41 50.00' ; LOT 40 BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LEGEND FND 1 /2- IRON ROD AND CAP BUILDING SETBACK LINE LB 16393 (09/17/03) CENTERLINE Q FND NAIL AND DISC RIGHT OF WAY LINE LB #6393 ( 09/17/03) EXISTING ELEVATION 0SET 1/2" IRON ROD AND CAP LB 16393 (09/17/03) CONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS a DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B. OEN07ES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE P) PER PLAT PI DENOTES POINT OFINTERSECTIONE M) MEASUREDPRCR UR DENOTES POINTOFREVERSECURVATUREFNDFOUND PT TYP DENOTESPOINT OF TANGENCY TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER S/W CP SIDEWALKCONCRETE PAD CBW CONCRETE BLOCK WALL CS CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH U OVERHEADUILITY LINE PK PARKER KALON ID IDENTIFICATION R RADIUS POL POINT ON LINE POE POINT OF CURVE PCC POINT OF COMPOUND CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBI6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA I ZZ- 03 FOR THE FIRM In IAMR. M SCATELLO JR. P N49 8, DATE vt{: 1W -. nr Permit # • C 3 le Job Address: _zn Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION D n _ Dale: _ Zoning: IVah a of Work: $ J000 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Foal.. Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanicak! Residential _ //Non -Residential Replacement New (Duct Layout & $nergy Cali. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wa/ter 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, for oeber than X) Parcel M (Attach Proof of Ownership & Legal Description) Owners Name & Address: Contractor Name & Address: to Phone & Fax: _ Bonding Company: Address: Phone: P 32M 07 5 30U Mortgage Lender: Address: ---------.. _ Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with'alPapplicablt: laws rcp; dating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT iN YOUR )'APING 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 ords of this county, and there may be additional permits required from other governmental entities such as water management districts, suit nci federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien S Signature of Owner/Agent Print Owner/Agent's Name Date S Signature of Notary -State of Florida Date Owner/Agent is _ Personal]\ *<no%%n to Me or Produced 11 APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) 1pecia!Conditions: t ' Date PContractor agent's Name rine [ 7 Signature of No_y-State of Florida Date Contractor/ Ag:-::i Pcrsonaliy Known to Me or Produce.:) Initial & Date) Initial C MIRINDA C. TURNER h) 41131 & Dau EXPIRES: June 14,2007 BmW ttw Notary Ptblk Underwriter$ CITY OF SANFORD PERMIT APPLICATION Permit #: 03 - \1\ Qo, Date: tot Job Address: V-,rI C! o f l 1 7 I d CS of c, L, ( - Description of Work: co c, na +s n.c ' r\.Cw fe S , aI Q^ c.-1- Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addi tion/A Iteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) r Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines b Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: __ (FEMA form required for other than X) Parcel #: n u ( Attach Proof of Ownership & Legal Description) Owners Name & Address: n Phone: Contractor Name & Address: ac c, .A5:- 1' ^ n (' . P J CJ-+ FL- 3 Z b2 State License Number: L' r Or-2 7 1 Phone & Fax: _ Bonding Company: Address: Mortgage Lender: Address: Contact Person: Phone: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards ofall laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requiremc= of Florid. Lien Law, FS 70. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: 'Zoning: Initial & Date) Special Conditions: N -v- rf, , -) 1, Print Contractor/Agent's Name Signature of Notary -State of Florida MARTHA Y. HALL MY COMMISSION N CC 875MO 004Contractor/Agent i:KPersonall ' + dbd nru N February 1, erwrSNd6d11truNotaryPuDlbUntmtwrltere Produced ID . Initial & Date) Utilities: F D: Initial & Date) (Initial & Date) C0014TY U| |1(AJ: IMPACT FEE STAlIMENY ISSU[D DY CITY 07 SA^FURD 2TAiTrENT K[MP[R 103-75496 DUJLDJNB PERMIT NJX10ER: ITY) COUNTY NU]BER: __________ Nll AnCRESS: _._ ___~ ------_------------.--'------------''' TKhFFIC ZONES _'JUD SDICT ON:- C: TYP: _____ RK8: PARCEL: _______..______-- EU8UIVISl[XN: ~ `_/" TRACT: -------------------- l PLAT F[OK: PLAT BCOK PA--: BLOCK: \J]T: ADDRESS: _ E_ r' APPLICANT yA: ___________________________---'--_--'------------------'----''- ADDREES: _____________________________----_------------------------------'' LAND UEE CATE[CRY: 001 - Single Family Dntachcd Peuee TYPE Um Renideotial WORK DESCRIPTION: Single Family Housu: Datached - Construction DEN[FIT RATE F E U IT RATE PER TYPE TOTM/- DU: TYPE DIST SCPEDULE DESC. UNIT OF UNITS RUADS AN[EKIhLS CO -WIDE O dml unit 705.00 1 7{)5.00 ROm; COlL[CTORS WORTH O dul unit 142.00 1 142.00 LIBRARY CO -WIDE O dwl unit 54.00 1 1 54.00 011001 11,; CO -WIDE O dwl unit 1,304.00 1 1,384.Oo AMOUNT DUE 2,285.0o RUCLIVED DY: SIGXATURE: OTE TO RECEIVING SIGPATCRY/nPPLICANT: FAILURE TO rOTIFY OWNER AND TIKELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **4: DI3lRIPUTION: 1-[CUNTY 3'CIlY 2-h"PLICAN7 LRSO]S ABE ADVISED TIMT THIS IS A STATEMENT OF FEES WHJCi-| ARE DUE AND PAYABLE PRIOR TO ISSUAKCE OF A BUILDING PERMIT. iKS0NS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWUER, TO APPEAL THE CPL[ULATIONS OF THE ROAD, LIBRARY SYSTEM AND/O| EDUCATIONAL (800I1) IMPACT FEES MUST BE EXERCISED BY FILING A WRI77EN RECLEST WITHIN 45 CALENDAR DAYS OF THE PACEIVING SiGNATUAE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCU?AqCY O C[CPAyCY. TPE RECLESTJOR PEVIEN MUST VEET THE RE[UIREMENT3 OF TH[ 8UXTY LAND D V LO . IES O TH U E GOVE8AIN3 APPEA NAY BE PICkED OR,;^PE9UES7B0, FROM TFE PLAN IXPLEMENTATIOH OFFICE: , 1101 [AST FIRST STREEJ.E ANFOR0" FLORIDA 32771; (407) 665-747n PAYrENT SHOULD PE rACE TO: CITY OF SAKFORD liUILDlN l`L PhkTM[|<T 00 1"100,11 PARK AVB)[ OAK['U[D. [i 32771 PAYMENT SKO[\'D BE BY CHECK OR MOVEY ORCER, AND 3VOULD =[n]`CE T![ STAT[MEN7 NUMBER AND CITY BUILDINS PERMIT NUMBER AT THS TO:::, QW&'[NAS STATEMENT IS VAUID ONLY IN CONJUNCTION WITH ISSUANCE OF AT&:' 00=149|111=VISINGLE FAMILY BUILDING Lf1eTlulldflSEMJNOI.E C6'40 AF CIRCUIT COURT BK 04949 PG 1300 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 NOTICE OF COMMENCEMENT Prepare in duplicate) CLERK' S # 2003094266 RECORDED06/04/P003 19110106 p!N RECORDINGFEES6.09 RECORDED BY L NcKinloy lollf1ED COPYI pR4 ANC M 60MING CIRCUIT C ERKOFUtj1 S 4 y E The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of ppropperty: Lot( s) 17, 18, 36, 37,40, 41 & 47 Bakers Crossing Phase 2 Plat Book , Page(s) Seminole County, Florida General description of improvements: Single Family Dwelling Owner( s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner' s interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety ( if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone th Address: Fax #: Fax #: Public Records of Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(I)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section713.13(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 a differentdateisspecified): D. R. H o , Inc. 0 by. Rol5ert A. Lawkon, ssistant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, IncjaU-eTa—wareCorporation, on behalt o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL Pj(YrARY 9EAL PA11:: CIA COULTON NOTARY PUBLIC STATE OF R,ORIDA COMMISSION NO. DD134330 MY COMM ION EXP. ULY 26,2006 Notary Seal 0 CITY OF SANFORD PERMIT APPLICATION w.srv}gpeitr.rt:r,., .fie 5 Permit # : V 3 \ l (— % Date: Job Address: 2-q 1^ _i — C11 l 1rt` 1 Description of Work: Historic District: Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool r Electrical: New Service — # of AMPS Add ition/AIteration Change of Service Tempotle ry Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial ` Occupancy Type: Residential / Commercial Industrial Total Square Footage: _ZZ_5 ' Construction Type: f ACDC(_ # of Stories: I— # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: N tJ 1' . IO2 tJW 32a22 Phone: 40-41 S51 qkO Contractor Name & Address: k lTnT-- 102 012 Ct : 0B S`tate Liceennsee,,N`umber: 552Qr Phone & Fax:iC'6aIOI — C"1Q'"{2-26Contact Person: "t'1 ccu —q>) Phone: u T Bonding Company: K)tl Address: Mortgage Lender: N Address: ^ Architect/ Engineer: An5• D% G*CL(nP`\ f^ Phone:: t"! e69M(O&_. Address: 4e P_ 4-34 1(SI - 1 C!-C*AI 't Fax: AcrT,?1 9 ? _ Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior Eo the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of e t ' verificati that 1 will notify the owner of the property of the req i emen of Florida Lien Law, Si of Owner/Agent Date lure of Contractor/A Date Print Agent' s Name Print o ctor/Ag is Nam Signature of Notary -State of Florida Date Signature of Notary- lorida Date Oxvncr/Agent is r/ P LT014 X Contractor/Agent is " QJRBr r a or Produced ID WXTEO40 p0 33p _ Produc P IGtxCOUL minx NtM Mt. A1551ON QV1 Y 26 C AT po'sa I'I' LIC'A'I'ION API'I20VGD BY: 13 d MM 510N toning: Ut lilies: COMM SION NOPy 26,2006 nitit) r _ ( Initial & Date) MY C ate) (Initial & Date) Specia! Conditions: CITY OF SANFORn BUILDING DIVISIONRESIDENTIALBUILDING PERMITSUBMITTALgFQUn2EMENTSFOR 1. Two (2) recent boundary and building location surveys showing setbacksfor (not fences) from all structures to property lines for permit structures Two (2) complete sets of construction design drawings drawn to scale, 2, Complete sets to include: er sizes fill walls. Provide side view details Foundation plan indicatin Dementa. bar replacementforofthesefooterswithr Floor indicating interior wall partitions and room Identification, b. planroomdimensions, door, window, and/or opening sizes, smoke detector, Bathroom fixtures andiocation(s), landings, decks and stairs. distances from walls are to be shown. Note the State of Florida requirements for bath door for complianceofHandicappedCode (F.S. 553, Part 5) of all exterior walls, east, west, north and south. Finish O C. Elevationsfloorelevation height as per City Engineering Department or subdivision plat. d, Cross sections of all wall sections to be used In the structure. Bearingofwallsection. non -bearing Inter and exterior. Show all componentsFramingplanforfloorjoistswhereconventionallyframed. Plan toe. indicate span, size and species of materials to be used. with details of bracing. Engineered beams for O f. Engineered truss plan spacing openings to carry and support trusses. Stair details with tread and riser dimensions, stringer size, methods of9. attachment, placement of handrails and guardrails. h, Square footage table showing footnges: 4SJ6 S.F. Garages/Carports S.F. S.F. Porch(s)/Entry(s) Patlo( s) },a S.F. Conditioned Conditioned structure S.F. 3. Total (Gross Area) Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fl (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 itOWNERIBUILDERMUSTAPPEAR INlicensedandinsuredcontractor. 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. 2. Footer Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. 5. Slab Lintel- tic beads - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other Y=DATE SIGNATURE By Ormer'or Authorized Agent) E;i A Q X P ST 4C ON7rJRQ R_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Address 62 R) )5, `fl:z City/State/Zip(lA,O, 32?ZZ _ Phone & Email ofl . 'il°A Quarterly Payment Amount et,:rra3: First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email INSTALLATION ADDRESS: sA-"amD r—L, • SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: - 7 Rj\, ! . DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will. Nvarrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at rio additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVEEF.N THE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date C--'tustomer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1. install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4. during those years, Inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifiedpropertysubjecttothetermsandconditionsofthisagreementfor' .. er quarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or underthearea(s) batted. 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 thlsParagraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES. OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY. - Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, lheldental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no. event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt 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 treatmentysriortotreatment may have and erns is their dust, sibility to pollen, respiratfy Apex In oryy Illness, orlolng not less than ther condition thanmay)beaactvated or exacerbated by the productsing ergy or. and or sensitivity concerning odors, dust, p p rY 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 ate disposition. DowElanco or Its representative are authorized sposition. by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropria 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection ordiscontinuingtherelationship (note- Conventional "liquid barrier" method of termite control may not offer an effective meansofcontrollingcertaintermiteInfestationsofcertainstructures. 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)lf theCustomerelectstodiscontinuetherelationship, or If Apex cannot offer an effective different.form of termite protection, refundtotheCustomeranamountequaltothefeepaidforservicesnotyetreceived, and; (5)retrieve, or advise DowElanco•or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of . theComponents; and; (2)elther agree with Apex on the use of a 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. Priorto; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticlde being applied on or close to thelocationofanyStation, or; (3) soil is removed or added around the foundation, or; (4) any tampering of batting 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 oftheCustomer'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 withoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at thehighestrateallowedbylawduringtheperiodofanydelinquency, 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 responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other net of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; 3) termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder.. Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all'thc provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et se4. Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it! designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wit be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thlrty-six) months from the Initial date of Installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, In Its sole discretion, that it Is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing t The Apex Corporate Office. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the Identifie Property for any purpose contemplated by this Agreement, Including but not limited to re -Inspection, whether the inspection was requeste by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of I (one) year from its effective date. After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a = 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 Winterpark, FL 32792 Tampa, FL 33510 407- 459-2847 407-858-0540 813.221-2847 800- 929-2847 888-764-2847 877-459-2847 I hearbv name and a Limited Power Of Attorney int: Craig Coulton and Q"r! 1,/ C"[ ( I+on each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply t ; The BuildingDept. of: s r For a residential permit for work to be performed at: Lot # : 3 P- Z Subdivision Address: a49- 6-t-`t0c:-::5DA And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrume t wa,z acknowledged before me this: Date: S 03 By: Richard B. Ladd ( Contractor ) Who is personally k wn o me. State of Florida OF t PATRICIA COULTONCountyofOrange _ N07ARY PUBLIC STATE OFFLORIDACOMMISSIONNO. DD1343MMYCOMMISSIONE"P Notary Public Signature Notary a uLYZ6,zoo6 bb-203 7 : 09AW F kuM FM. 0••a. ., ..-qy.."-!, lYH!yT. r:/N. .,r;',;tr n..L....._ N, . •I'+::-"- ;:':. • CfrY OF SANFORD PERMIT APPLICATION Permita: Job Addrilli: Datt: 7 /f - 03 a3 Oc>'( pfiop I+f Work; st--k ta Y-(`i ca# tililRrlr plrlrlrN nl vflur q WV$l Permll Typci Buildin* •__ ElcvtTical _ Mechanical Plumbing _ Firc Sprinkler/Alarm Pool r ice Tempordary Pole Electrical: h'ew Service - a of AMPS S Addition/Alleration Change of service_. Mechanical: Residential Non•Residcntial Replacenxnl New Duct Layout & Energy C Ic. Required) Plumbing/ New Commercial: A of FIXturns A of WadR Sewer Lines a of G'asI.incs Residential or Cortvncrcial ' PlumblriVNew Residentlal: A of Wa[er Closets,_ Plumbing Repair - Occupancy Type: Residential V Commercial Industrial Total Square YoutaQe: form requirud for other then X) Construction Type: ,_.. a of Storiei: C of Dwelling Unih: hood Zone: , (FEhtA ARach proof of Owncr, % LeC, +I Dui' Ips 78 /vd j.C 1 /.s Pareela• C 5L //J IL_4Owner, Name Q Address:_ Phnnr: 7 2 J 7 _ / U r. ^ 2z5 w , 1 C--0 Contractor erne &Address: .l.-t p, r.L r Z% y , State Livense Numher M-- g C 3 Yhotte ! v Fix: 1 . 3 contact Perron: aonding CnmpanY ... _. .. Adre, s .. .. - Mortgage LenA+r Addrasa' Phone. ArchitscAnginecr: Fa s: Address: _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wrrk or insullsnon has conanenced pnor to the issuanceofapermitandthatallworkwillbeperfnmtodtonseetatandudsofalllawsreiviatingconstructioninThisjurisdiction. I undmanJ that . scpant. permitmustbesecuredrorELECTRICALWORKPLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATE)LS, TANKS, and AIR CONDITIONERS. cle. O FR'S AFFIDAVIT: I certify that all ot'the forc stoing In foniudon6 aeeunu and that all cork will be done in eomplia,noe with all applrcoblc laws "gulsnng eonsiruetiexs nd toning• wAstNNG TO OwNBR: YOUR FAILURE TO RECORD A NOTICE OF COMM ENCBMENT MAY RESULT IN YOUR PAYfNC TV)CE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAN FINANCING. CONSULT WRN YOUR LENDER OR AN ATTORNEYBEFORERI:CORDNO YOUR NOTICE Of COMMENCEMENT. NOTICE: In addition to the requirertunts of thin pamil (here tray he additional restrictions applicable to this Property Our may be found in the public rc:orels of es, or i thiscounty, and there rruy be additional permits required fmm other Sovcmmcmul cnnnm such as war munogement distncte, state rgcnctcdrnl sgrnucs. 7 vuefhlor' w 1). rx Acccptacof permitis vcrillwuon Ihat I will notify the owner of the propof the re Lie a l'iCnalurc oertyUule fCon"ci IAge tt Signtlurt urOwner/ Agent Darr Print Owner/ Ag<nt's Name Yrint Cunrraetot1ACcnC.% Namc _. Outc Sicnaturc of Nulary•$rare n! Flnntla f)atu Signature of Nul. sic At FlonJa V Knmvn w Me ut t,'wnnetnr/A;cnl IS V Yrr.nnLly Known tv Me •n PrndurrA Ill ... ...— nl`I' Lll•A 1'IU' AI'1'I(0t/ttll IIV' I1IdH: _ - --Inanl Imbal 6& Ihlu) (IntUal d: O;rte) I 4'4i, MAR1E A. ZETTLEMOYER 9 s MY COMMISSION # CC 855100 EXPIRES: Jul15. 2003 I.Wo 3-NOTARY FlaNotary Service & Beading Co. L724- ldt:j t ME .8"i I V ELECTRICA4,PERMIT'APPLI.C TIONjCIT,-Y-,"OF',qANFORD lie' Pirmh*W4MM0 t- Date: The:undqrslghi!I Oreby' les jqr a permit to install thifollowing electrical: Op ppermit 19.. 40Owner's,Name: A Address'of J'ob: ZCd Electrical Cbhfikiectd" or, 50:xAl. Non-Resid6ptiik 15 M gu—mber Amount Addition, Alteration, Repair iResidential & Non-ResidintiaD New. Residential: Service.. 4 N64.0 Meir %M 77,-tM,77777 W.AMP.`-'S6rv1ceI' 7777= Chango of.Service: From AMP Seivice AMP. to cs Manufactured, Building-, Others 777:779777-,F- - Description. of, -Work:. OO APPIWA1=1FSet, 10.00 TOTAL: OUE:;`Iv•`-' SO, 00 By Signing this application I am stating that 1,a4416 compliance with City of Sanford Electrical Code, iie 0n capr Signaturb State Licerise Number a PLOT PLAN DESCRIPTION: A PARCKL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFOR'O, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMIMENCE AT THE NORTHWEST CORNER OF LOT 26, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROUGH 29; THENCE RUN S89'17'34"E A DISTANCE OF 459.46 FEET; THENCE RUN S88'45'42"E A DISTANCE OF 50.00 FEET; THENCE RUN S82'03'00"E A DISTANCE OF 50.40 FEET; THENCE RUN S73'24'54"E A DISTANCE OF 51.98 FEET; THENCE RUN S73'28'48"E A DISTANCE OF 51.97 FEET; THENCE RUN S84'41'19"E A DISTANCE OF 50.16 FEET TO THE POINT OF BEGINNING; THENCE RUN N00'42'26"E A DISTANCE OF 110.69 FEET TO A POINT ON A NON —TANGENT CURVE; SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 275.00 FEET, A CENTRAL ANGLE OF 4'03'53", A CHORD BEARING AND DISTANCE OF S87'34'18"E — 19.51 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 19.51 FEET; THENCE RUN S89'36'15"E A DISTANCE OF 30.51 FEET; THENCE RUN S00'42'26"W A DISTANCE OF 110.00 FEET; THENCE RUN N89'36'15"W A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES t. TRACT A 25000. UNNAMED ROADWAYR. PC' L 76.8 50' RIGHT OF WAY Sao. Bao.48'07'ESt' LOT 37 CONTAINS 5504 SQUARE FEET t THIS STRUCTURE CONTAINS 2180 SQUARE FEET t TOTAL CONCRETE 593 SO. FT. t TOTAL SOD 2731 SO. FT. t n 589'36'15'E 217.51' PT 31 n;. PROPOSED Flo1NLEi B 30.51' S89'36'15"E NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR 10' UTILITY EASEMENT, ANY ERRORS THAT MAY OCCUR FROM THE .-_-__-_____.I __:;=; USE OF THE UNRECORDED / PROPOSED ( ¶ PLAT THIS PLOT PLAN IS BASED ON. D A= 4'03' 53" R=275.00' L=19.51' CB=S87'34'18"E C=19.51' POINT OF COMMENCEMENT NW CORNER LOT 026 PROPOSED w LOT 38 (0 a N oT o. o 0 z POINT OF BEGINNING V LO T 2 6 I 51.98 S 3 e" S84 BAKERS CROSSING I 5 PHASE I IPLATBOOK60 PAGES 27-29 I LOT 39 FLOOR SLAB ELEVATION MUST BE 16" NS %'!E tROWN PREPARED FOR: OF ADJACENT ROAD UNLESSD.R. HORTON / BUILDING SETBACKgOTHERWISE APPROVE - I - FRONT: 25' -- REAR: 20' - SIDE: 5' CORNER: 15' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. LBLS THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SI4OWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 26, BAKERS CROSSING PHASE 1 AS BEING N89'17'34" W PER PLAT. FIELD DATE: SCALE: 1" = 30 FEET APPROVED BY: WRM REVISED: 300' 1 COVEREDENTRANCE PROPOSED e MODEL 1732 9 FINISHED FLOOR 5ELEVATION- 39.4 40.00' - 5.0' . ' ow 5.0 II '•• FATIO ' R• IIN1a.0' : •. • flu'' PROPOSED LOT 37 DRAINAGE TYPE B PI CENTERLINE OF _ RIGHT-OF-WAY IC zI z D o o X 0 D 00 G D PROPOSED N -0LOT36 O C4 OIt 0 0 N 4 t'I9' j_ N89' 36'15"W LOT 41 50.00' j LOT 40 BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 PRM PCP P) M) CALL) FNDs/ WCP PB1' GS NCGSO. FT LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE PROPOSED ELEVATION z* PROPOSED DRAINAGE FLOW CONCRETE LAND SURVEYING BUSINESS LAND SURVEYOR PERMANENT REFERENCE MONUMENT PERMANENT CONTROL POINT PER PLAT MEASURED CALCULATEDFOUND CONCRETEWALK SIDEWALK CONCRETEPAD PLAT BOOK NATURAL GRADE SOUARE FEET 1 I ID n1" = 30' GRAPHIC SCALE O 15 30 MLW MINIMUM LOT WIDTH POD POINT ON BOUNDARY POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PD PLANNED DEVELOPMENT DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINI CS CONC ETESLAB C CHORD LENCiH R/ W RICHI-OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM41196 DRAWN BY: PAno 5-6-03 JML PLAN 4-03-03 SOD AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB@6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- ( 407) 426-7979 FOR THEFIRM EMORY E. COW, PSM #4403 DATE r TzIv-" . ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE t WOOD BUCK I CONCRETE OR BY MASONRY OPENING BOTHERS nn,{ 6 a lYSTUCCO J Or OTHERS PERIMETCR . CAULK By. OTHERS RIGID VINYL GLAZING BEAD--" TYPJ CAULK. B£TVEEN B.V. I-t/.' MIN WOOD BUCK t BUCK VIDTMI C rDNCNT r- NAS'T. OPENING BY OTHERS INSTALLATION ANCHOR ONE Br WOOD 3/16' DIAL TAK13N p BUCK By OTHERS IT 0 1- 1/4' MIN. BY TMERS EMBEDMENT SHIM AS REO'D. I RIGID VINYL t/n' MAX cSEE NOTES) V, INSTALLATION ANCHOR GLAZING BEAO TTPJ3/ 16' DIA. TAPCON SHIN AS RCO'D. 1/ 6' MAX. SEE NOTCS) fLANGC TTPE WINDOW FRAME, HEADER GLASS TYPJ ( SEE NOTES) CLASS TYPJCSEE NOTES) FLANGE TYPE WINDOW FRAM JAMB CAULK BETWEEN o VIiDOWFLANGEPERIMETERtWOODBUG( CAULK BY OTHERS W. V. WINDOW WIDTH). Bx BUCKCAULK BETWEEN WINDOW HEIGHT) FLANGE t PRECAST SILL V/ VUt.KCN 116 ADHESIVE CAULK. OR APRV'D. EOL• SECTION B-B FLANGE TYPE PERIMETER CAULK VMWV FRAME - SILL BY OTHERS I a A ECAST SILLBY OTHERS - a Q A W. W. A NOTES, SECTION -A A B C I SKIM AS Ri0'D. At EACH INSTALLATION ANCHOR. MAX. ALLOWABLE 1- SHIMSTACKTOBE1/4'. D 2) wTNOOw FRAME MATERIAL ALUMINUM ALLOT Ism. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIM• TO ACHIEVE MIN. EMBEDMENT OF 1-1/.' INTO MASONRY OR CONCRETE. A) USE SK)CONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD JMAeS. SLL MUST EE ATTACHED TO THE SU3STRATE VATH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL. 5) USE SIUCOMAZED ACRYLIC CAULK FOR PERIMETER SEAL ARMING W.H, EXTERIOROFwNDOwFLANGE. r 6) IF EXACT wiM00w SIZE IS NOT USTEO In ANCHOR CHART, USE ANCHOR OUANTIiY LISTED w1tM NEXT LARGER SIZE. FOR. i-- APPRO RSATE DESIGN PRESSURE REO.O. 7) GLASS THICKNESS MAY VARY PER THE REOL'IREMENTSOF ASTM l E1300 GLASS CHARTS. e) LETTER ESGNATK)NS ON THE TAKOM !OrATION CHART NDtC.+ -E wHERE TA7CON ANCHORS ARE TO BE NSTA'_EO WHEN US;NG TA_ L_ EXTERIORELEVATIONASAKEY. 9) ALL FACTCRY APPUEO HOLES Nor DESIGru TEO FOR TAPCON ANCHOR SHOULD BE FILLED MTN /e SCREI S OF Sv: C:E7:T Lim. TO PROVIN MIN. 5/5 N. EMBEDMENT NTo VGOO 6LX:x. A S' 10) FLORIDA EXTRUDERS IC-00SERJES s1ma. u+ar IS SHOWN. T--S r PRINTA!50 APPLIES TO T E FLORIDA EATRL:ERS ISM ANO -.,:Cc A n ' SERIESSINGLEHUNG°. - I I I\ I 0It) )THERE w+-OO'ArS IN_-:_ _: IN I.•A: ;r1is• r, N:rr A - A ( VV STFUCT_ a, T'xr' 6Y tvi':O c•Jr . V5: j:O S iE'w5 O' SUfFIC:E7,. i._ AC_IE.7_ 1_ _ A 1_ i6'_ J/?' Mr._ oilMEN7 _. •I l: ro I v (', r•A F1c''I!: r X I E lo.-P AL! _ _ICI Jr, CAULK BETWEEN WOOD BUCK t MAVY.. OPENING By OTHERS CONCRETE OR MASONRY OPENING BY OTHERS V TAPCON LOCATION CHART , •_ ' CALL BUCK LOCATIONS IN HEAD LOCATIONS: IN :°JAMB SIZE SIZE 3a.I7 TO AMPS! a1Py TO 7OPSr 3OPsr To 401V. 12 131a 1/a X i3 B B '• ,G'+;'ia;F Is 1a I/e , .9 $/6 e t - s n. ? 0145 - to 1/8 X 33 1/. 1 i B ( %` u is 1/5X,62 • e a 16 1a 1/a X is I/a 3 JX IG12 . AM3nAis 1/2 K ss 23 1/2 X 37 7/a e ,.. a fI t tS L' F.FXG a ' ' :'• e . 4.lpc's: •: tP !yrF F . liA:"B INs251/2 X.9.5/a f!..• ,; gr P•.v:rF JG.HUN•fF rIN45INS Ina23 1/2 X 53 1/. 3 I/3 i 62 is 1/3 X 71 a .. •- a .: rl. N VIH7 23 1 2 X 63 e B F.G BB-F,GJ.K FFJJI'. . ly 30 30T9 1/2 25 29 1/7 X 37 3/6 8 a FF' ::. C. rat;: F/,C 'yS? 301/2 . 5o 3/a 29 1/2 X 49 5/8 B e Fc `•.'7•f.GJu 301/1 . 56 1/. 29 1/2 X 33 1/. 8 8 FF •, i,Gl1J •<''` 30 1/1 . 63 29 1/2 X a2 B 6 F,G - F,GJU :•, 301/2 . 72 29 1/2 X 71 B 6 rFJU FG.NJ 301 . a. 29 1/2 x e3 e 8 FFJJ( F.GJJK . . 36 K 2s 2336X773/6 B 8 F.GF.G 24361 .9 $/a 8 8 F.G FFJCJ . 245361551/4 e e F.G F.GJ11 - 2536X62e8FFJ1J. F,GJV 2636X71aBFFJIJO".04J.. 2736xa3BBFFJ.K fFJUJ.x 42 + 41 x 25 a . 3e 3/a 1 : 37 3/a 6 8 F,G FFJu 2 . 50 1/e 1 X .9 3/6 e B F.GGJU 2 . 56 I/. 1 x 55 1/. B 8 F,GJ1J F.GJ(J 42 . 63 11 X 62 a F.FGJ"U42 . 72 1 x 11 B B O"J+JW a • a 1 1 a! F•GJ.K F,GJ1JJ.x 48 . 26 Al x 25 6 A_CFG e . Y 3/3 7 x 31 3/t 6 A.0 F.G F,GJUa . 50 3/3 I X .9 3/e B A.0 F.G F.GJNJ1/. U 1 55 1/4 E ARC F.GMJF,cJ1J 6 . 63 A7 1 62 8 A.0 F,GJUO.EiFJ•J a . 72 47 X 71 B A.0 F,GJIJ O.U.0 ku 7+a3 F F Nr x 32 52 1/a x 21 B A.0 F,c F.G 33 52 Va X 37 3/8 8 A.0 F.c F,G.HJ ' 34 52 1/8 x 49 5/6 B A.0 r.cJ1J F,G.MJ s2/!/ 6 .562/• a A.0 FFJ J OE.P.G.MJ395EA.0 FF.MJ O".GJIJ 36 52 VL A 71 8 A.0 FFJ1J O.Ei.GJU 37 52 1/5 + a3 AC F.G.J KO.E.F.GJ.KJ.K 37 SIZE NOT AVAILABLE IN 1000 OR 15M SERIES. FLORIDA EXTPliDERSINTERNATIONAL. INC SANFORD, FLORIDA TITLE: INSTALLATION O=TA:: SGL HUNG FLANGE WINDC.;` - SEF.iLS 1000 . 1500 Z 2000 DRAWN By: 23 j APPROVED BY: DATE: I r,,/Oy/0 ! ;SCALE: d•, T S IDI3•G.: FLEXUJ 16 SHEATHING BY (TIMERS NB INSTALLATION W4CNOR SCREV (TIT J EXTERIOR rINISN BY OTHERS PERIMETER CAULK By OTHERS rim rRA C HEADER EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS B INSTALLATION ANUIOR SCREV (IYP.) SHCATHING - BY OTHERS IH•Nui XB INSTALLATION CAULK BEHIND rIN TSHQn fPAC[ ANCHOR SCREV (TrPJ Tv0 BY FRANIIGSHIMASREO'D. By OTHERSiv0BYBUILD (SEE NOTES) .x..F.?F, DDVN 8Y OTHERS CAULK BEHIND rim • rim rRAHE JAMB t.. NOTES: - - J. :a`. ' " .. « - nn•. SHIN AS REO'D. 1) SHIM AS REO-D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING -, .: r•: s•• . ' •`!; SCE ROTES) _ •SSHIMMAX. ALLOWABLE Slav STALK TO BE 1/1'. GLAZING (TrP, " . rSj;'•Sr Y:; ' '$ '-3 ' 2) WINDOW rRAME MATERIALALUUNUu ALLOY 6063. - SEE NOTES) . yr INL 3) USE -S4YLICAULKlCON= ACRC ILK BEHINDWINDOWrimATHEAD. SILL h JAMBS. , ' - H SMK SPAR s) USE -SIICONIZEO ACRYLIC CAU K NWm OR PERIMETER SEAL AROEXTERIOROf , LYi" 0o?<lOrf WINDOW fRAME. 5) GLASS THICKI( ESS uAr VARY PER THE REoLnnuENTS OF AST E1300 Gl/LSS - x CH(ARTS. SRHCIE GIJLZING IS SHOWN. R(SUTATR(G GLASS IS ALSO OUALJFIED. G) SCREW ANCHORS AT HEAD. SILL h JAMBS 940MO BE /8 SCREWS OF SUTTICYENT ' ? • r gj( Br)OTHERS,p UK. TO PROVIDE MRL IIN. MIN. EMBEDMENT MRAMU O WOOO FRAME. PLACE 18 _ tv.,• `. *„rti ? "r•. SCREW ANCHORS.6' FROM CORNERS AND 24' O.C. MAX. EXTERIOR 7) BUILD DOWN AROIANO CUVED RPRTON OWINDOW F FRAME TO BE ENGINEDEERBY OTHERS. BULD DOWNMUST BE OF $UFFIOENT STRENGTH TOMEOWTELr EXTERIOR FINISH 'v!•E F-`I; TRANSFER lAAO FROM wO/DOw i0 THE STRUCTURE. By OTHERS. OTHERS. sa.: ; iu'LTk:-;+•'1 8) FLORIDA EXTRUDERS 1000 SERIES OES*KCRWINDOW SHOWN. THIS PRINT ALSO PERIMETER "y,:G .T.: APPLIES TO fLOWOA EXTRUDERS 1750 SERIES A, 2000 SERrtS. vim/ VIDIN CAULK9) ELEVATIONS SHOW COMMON CONFMURATIONS. IT IS NOT NTENDEO TO L11Y1T USE OF By OTHERS THIS PRODUCT TO THESE TWO CONnGURATOrS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. k 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B-B 10) YYINDOW U14T CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUMTUBEuu )ON. SEE uULUON INSTALLATION SHEETS FOR REOUREuEWS. GLAZING (TYP. SEE rOTCS) rim rRAE SILL SHIN AS REO'O.- SEC HATES) 1- KIN SEC 110r) A - A L1/4 M111 SVA[[ WINDOW WIDTH A I VANOOw HEGNT BIB A EXTERIOR- ELEVATION Iva BY r;?—;,4 BY OTHERS rnL' i p CAULK BEN: NC(rim pn .r• pll9 L• . jij # r 2 2002A - EXTERIOR ELEVATION FLORIDA EXTRUDERS' s NFORD, F ORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000• 1750. & 2000 SERIESDRAWN BY: BB I APPROVED BY: DATE:02/14/02 ISCAM NTS IDWG•: FLEX0037 INSTALLATION JU<M0R ONE BY BLACK 610 SCREW BY OTHERS BLOCK WIDTH CAULK BETWEEN WINDOW BUILD DOWN BOTHERS FLANIGE & SHEATHING MY ALAPPLIESNOTESTWOBYFRAMINGTOSILL) 1) SHIM AS REO*D. AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SKIM. MAX. BY OTHERS ALLOWABLE SHIM STACK To BE 1/4". PLYWOOD (TYPJ 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. By OTHERS 1_ 3/8, MON. 3) TAPCON INSTALLATION ANCHDRS AT SILL MUST BE OF SUFFICIENT LTH. TO ACHiEVE SHIM AS REDID EMBEDMENT MN. EMBEDMENT Or 1-1/4- INTO MASONRY OR CONCRETE 110 INSTALLATION • 9SCE M07ES3 SCREWS AT HEAD & JAMBS MUST BE OF SUFr",NT LENGTA TO ACHIEVE 1-3/8- MEN. EuSEDWNT INTO WOW FRAMING AND BUILD DOWN WHERE REOURED. EXTERIOR ruasm INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 N. FROM CORNERS & 24 IN. BY OTHERS D.C. VAX. WINDOWrRAW 4) USE SILICOWED ACRYLIC CAULX BEHIND *OtNO0W MANGE AT t(EAD. SILL 41 JAMVS. JAMS 5) USE SILOCONIZCD ACRYLIC CAULK FOR KRIUETER-SEAL AROUND OffCRIOR OF 1/4- MAX WINDOW FLANGE. GLAZING <T SEE 6) CLASS THICKNESS MAYVARYPERTHEREQUIREMENTSDFASTM [1300 CLASS lj 13 SPACE c,,WM SINGLEGLAZINGISSHDWKINSULATINGGLASS5AMQUALIFIED7) BUILD DOWN AROUNO' CURVED PORTION Of WINDOW FRAME TO*8E ENCV41RCD BY C— L. I All OTHERS. BUILD DOWN MUST BE OF SUFFIC111514T STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WIDOW TO THE STRUCTURE PERIMETER CAULK BY OTHERS WINDOW FRAME HEAD WINDOW HEIGHT EXTERIOR WINDOW FRAME SILL PERIMETER CAULK BY OTHERS EXTERIOR - FINISH By DINERS 1-3/ 8- UN. EMBEDMENT 1/4- MAX, SHIM SPACE CAULK BETWEEN TWO By RICK I- COhMTE a T OTHERS INSTALLATION ANENDR - tv 8) FLORIDA EXTRUCCIM 1000SERIESDESIGNERW40OWSHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. COMCRETE 9) CLCVAVNS SHOW COMMONCOWCURATONS. IT IS NOT INTENDED TO LOW USE Of THIS PRODUCT TO THESE M CONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK SHIM A, CONnCUFtATK)mS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. d 2000 BY OTHERS SEE NOTES) SERIES DESIGNERFIXEDWINDOWnwmcSYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW v MULLION. SEE MU (LION INSTALLATION SHEETS FOR REOUlKWENTS. GLAZING (TYP. SEE NOTES) SHIM AS RC(rD SEE !QTCS) BUCK HEIGHT L 1/ 4' MAX SHOW SPACE EXTERIOR ELEVATION - CAULK 0ETVEEH WINDOW rL L ONEBY VOGD am., 1-1/4- M- CENTRAL FLORIDA 13. 0. A- F. CAULK eETVCEN EMBEDMENT WOOD BLOCKLNG, KA" MHRY OPCml5/ MANUFAMMR NAMEBYOTHERSONE BY WOODBUCKFOYOTHERS . _ t In r CONCREIE OR MAMR FUZ MASONRY SECTION A —A ANC4PBYOTHERS3,16* vla 74KON I EXTERIOR FINISH SECTION 8 Br OTHERS WINDOW WIDTH' A wolDow B HEIGHT 4 A EXTERIOR ELEVATION INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD. FLORIDA TITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOVN DESIGNER FIXED WINDOV 1000. 1750, & 2000 SERIES. DRAWN BY: BB APPROVED BY: I DATE:02/12-102 ISCALE: NTS IDING.: FLEX0036 SHEATHINGBYOTHERS STUCCO OR:SIDING By-WHERS PERIMETER CAULK By OTHERS SHIM AS RE'0*0 SEE NOTES) CALLK BETVEEN DOOR FLANGE SHEATHING ME m Q J INSTALLATION ANCHOR DOOR VIDTH 1/4' MAX. SHIM SPACE INSTALLATION ANCHOR cS SCREV. TvO By VOOD 8 SCREV 1-1/8-HIM. -. BY OTHERS.. EMBEDMENT Tvo at VOOD By OTHERS---_, TV13 BY VOOD SLIDING GLASSBYOTHERSDOORFRAME '-f. JAME ;. z., . CAULK BET IODIC STRIP L j; j A DING -GLASS DOOR v------- - - 1: 4 NOOKUSTRIP1Z 1/ 4•'MAX 'SHIN . AS' RECrO. .4 SEE4OTES)- SHINSPACEv A0 If as SCREV mfN. . : t BEDMExT TYP.) T EEN art 4 TEmPERE 0 -GLASSti L SA SLIDING GLASS DOOR FRAME A - READ SHEATHING; By. OTHERS SHEATHING 2 PERIMETER Or OTHERS CAULKBYiCmPCREO GLASS -7 x .,q- OTI- CRS 'STUCCO -Y— TEMPEREDA STUCCO I I LALi -OR SIDING n GLASS (TYPJ -,BY OTHCRS'!-- - BY OTHERS SLIDING- GLASS DOOR. F. uli ..vlr4arr I INTCRLOCX' DOOR HEIGHT SECTION B-B s.' -.H 00K- 5T ki 01b El A I ca.. Y-', AD" cl W- FRX 6- u DOOR MATCRIAL. ALLIKIMLIN ALLOT fi"3; 2 , t 2) 90 INSTALLATION SMVS MUST tc Or Stfrictest LEkTH'TO A64EVC HIM bmcmr:,o, Of I-Ifg* INTO WMM'TAPCON tTPC,MTALLAT=f, ANCHORS At -%ILL MkATtSC Cr UfrICIENT LENGTH TO ACHIEVE MIML CKlC0MCMt Or I-V4' tNTO.MASQHQT GR'COMcffTl-- 3) MTALL•YMN ANCHOR CHART ON BACK Or THIS SHEET. ' ' .' - :-' ' - 1:,, -` . USESIL=ZED ACRYLIC CAMK BEHIND WOR rLAMGC At HEAD t JWJS. 7 S) USE StLMOMIZED ACRYLIC CAULN rOR PCRXIER SEA. AROUND EXIERIOR-SY-003R.: i IT CKXT DOOR SIZE IS HOT LIS TCO 9. .O<R CHART. USE INCHOR OU-TITI.LISTED r GLASS LARGER SIZE. TOR r.0 APPROPRIATE DESIGN PRCISLW_ IYEO-D. SLIDINGfDOOR71FORPOCKET0=1 SIZES USECLOSESTBYPASS DOOR SIZE L COWIGURATISIN:6 fIK rRAKE 8PLACEINSrALLATONANCHORS. IN rROMT Or HOOK STRIP AS tFCWH. 6) GLASS TNT KNESS HAT -21 PER RCOLMQCKNf$ OF ASIR C1300 GLASS CHART". - SILL BC9) DOOR LOOT 11 APPROVED UST"G 'EmPERCO GLASS IN SIMGLC GLAZED 02 tMULAI[MG GLASSv 10) JAMB / SILL CORNERS 10 SE SEALED VITH A SMALL jKl MY !Cm SEALER P jj1 'It HATALLOVAILE THIN STACX TO SE V 4. IN" SREO'D. AT CA- SET OF INSTALLATION AMCFCRS. ... 12) IMSTALL. 1113. AND*;.S MUST BE WDC Or CORRO-,tOm RESISTANT -TERIALS. ALL allwmCRE - WMSCmT% mOvEmG P414CL AND SrREPRtSZMTS HIKED PANEL APPROVED C z,, RATMM, M Ow , AREASLISTEDONANCHORCHART0. SACK Or THIS S.C- 141 NOT ALL CONTIGURAtIOKS LISTED ABOVE ARE SNCV ON THIS DRAvjmG. kMvCo MiALLArMm EXTERIOR ELEVATIONSECTIONS *A -A*. & NOOK STRIP DETAIL APPLY TO IMSTALLATtON IF ALL APPROVED V EmEEDmEN.' COWIGURATIONS. A 1- 1/4' MIN. 2 PANEL DEEP SHO'JN 1-3) rLORIDACifituDERS 9000 SERIES SLICK. GLASS DOOR IS SmOVM. THIS PRINT ALSOp APPLIES TO 2000 SERIES - 0 500 SERIES. LIBr-RALLT APPLY J p REV DESCRIPTION DATE I IN( EXTRUDERS CAULKING UNDER SILL FLORIDAINT. INC. SANFORD' FL. OF SET SILL IN BED IMITALL . ;-T j nNCXOP '-'- OFCONCRETE Di?. TA 0 TITLE: SLIDING GLASS -DOOR S LEC Ti ON A. -A INSTALLATION :WITH `9'8 SCREWS DRAWN BY: BS I APPPOVED BY: F 1. 2002 1 1 ATE: !2117101 ISCALE: NH JDWG FLEX3027 Sal I Ci e ID tea' 10SJi ,y 15 CLI1k J+HE CTYPJ ,: MLLUCN 7JTt5£TYPICAL 1FT;CA- RI_ONW. 0E E.TU'EJA7 1 , t c - _'r_,• i _ ^ y: , • 1 ` i; yG. .t:, ... . X_:. _. Ix OR CX- 1 Jt 06. X,I/ro STa F '.'z. a.'x 3/6 " 7 1/2. SELF_ = 2 : _ - +' _ , z l jr•'i p.L3.p.:.i.i •1• _ ta7. 1. - _TAPPING SMS- TAFPi:1C SkS -- TLEE NLILLICN _.._-''.._ _ -t: ` :isir: ;c•.•' l: _ RS:. ifla• r _ ?i•. C C.S :. •$- err i =:, LL)'a £ i---•--:•.-.._. . v ;;y°: 1 • .i'- _ : E _- . 1. .y 121. c.: "S T;)•f, Gr E-A+ _.. _._ _,— tJ n ="F; JrR $ i' j-•.i li`lr'AF'LIP: r s. i•. ...:T.- t_".,.i -.. _ .t3%1L si1:l - `3''},aC,i ,, a •' :.::, .t. .A?• d '.: .. t SL i. ri Cf 1' a .rS•7 1000S.}L i _ T EEfi: r' r ' T-Ai`E-rTYPJBl i3 t3ti1"I t. r' ad 1y Sc alar+7 E£ vf f: T. p o c. x z e [ r- w SEALANT.ET a. i).a - T ..• v1nTA!:.F,L'a`a xs• -*' ...AQ-X-1'I/2 SELF- ' 4.--:t :_ .3Q r: v=.K•.TS'E.y •3,: ,,.-'.11- VULGV FLA-1 cS. cL tF 3 .•. 4:hk+a-3i?. Q Tir. - .!- Y - _ k "•,-+. ;;ti t }a1LlIQN.:-..r. , •. . TAPPItw. SNS a _f ..0.5 - t ' . --r• ..i -' V , • Z.$L•' ; ' `EE •X d=i/Z SELrS' -', . 4.,3 P' 38 X 3!S :Su SfIS.- -.+ jti sB:T S t l C t ,' - - ` i c _`.... i C ' - 'i-'TAFPING-SMS..-i TOU=A (2, ' =i.' t9>6Zt ,'s :j 1X Dff 2X NULL4CTaLP), y•t'l: -`___.`_p- 6L SC TNJN N: i X 2 7/ 1 _ -.... _ _- --...- - 1 Xr 2 7/IE X '3/E' '- - --.. r 1 -! .. y h Io4l, a ..,; - ,' i'" INSTALLA- TlipIAHCTCTir TUB:MJLLICN TUBE ruL OIN _.. ._ iDDD sx : ; .DGD . X. _ L - r _ 3/I5 + OIA.yTA?= _ 1, SEALANTRF 1(TYP JA49 CTYPJ L i 1 _ ViNDOV.FLANGES JAPPLV'u1SMS El Ss t F11 F CRLy ULL r r ail k8 X L/2 SELF _ E8 X I/2 SELF. TAPPM SNS TAPPING SMS t r T 4 om i _ __ - _- • 2 PRECAST." SIL+_ BY OTHERS y+ XILIXRY -PLATE--s - r= " -r ST,AUWT •EETi.•EEN . 1 ..... ... _ .. • • f. a'- ..''_ yl C .I - . SEALANTBETVEEN .7lii A _ St NINDOV FLAICFS +rE X 1-1/2'SELF -. _ - 6CR,AMITICNAL-= libE S._VHENYtEGUlREL7 VENDOV FU4C>ES S ,, { r SFTAPPINGsns ..EC' ION CTION' fi=A 31,. T v -A (4) j r: 1 I A I X < x p I r TUBE MJLLi^ N TU NLia_ o IF] ION, J i000 S 4. -} tuc. S.H. -: Jena TvP) 1 e X I/c s__: nLpN' LriVE_N a SEAL"T L ^. b s-p vo FT, L . 7r 8 X !/? SELF TAFPiNG SMS ' SL:' per,. i 1.:... n' 1 tX`?!vR - • INTERNATIONAL SrOOIDFLORIDA -EXTRUDERS ANRD, FRnTITL.E:SRIGGGJ I500. F LANGF - SF C LT ` 1 OF 2 VERTICAL.P"LL_iON INTO HORIZONTAL. SGTH-R S I Di SHI T 7GR 1 - 3 i-j RcSSi1 pv. t^_= I APPROVED BY: SEAT ANT ?F_7WSE.N*l SIGN RCSP.'-'./DE E Tr,.), muLuaN jo_CoN--j'E7E 0 JAUSyp ; I pVa 'J,-,4ERE 1'. X 4' iaprus To 4A'-ruEE:.Mq4 GNS. A• VINBdv ri.;i4ts• GiV, 1. KuLLMV —1000 F.W./DES, SILL 2".X SILL ITYFJ ge x 3/4 SELF TAMNIG !-"S E X 3/4 SELF SMS X_ CONCRETE'LIR MA By OTHERS r ..• : - :::. .._ . __ .__. _-.'. _ \ ; r_ ii l• X5'E t4JL:Lk:: S'S:A`: ^ t _ L ULL N 1 1 - -- -C;oc _.z - L14STALLATEL-A4404IR 3 X 4- oc 14 e - -TAPC-3h" ZEW. ANDJJ c . W -- MEE -!4. F, •' wo"BY 13 t FLORM tt.v *— 7 I A api cvil RAM v • ,, s pl•.i i++ r b ," >,I`C:w 'Y`,:.; t 'F''r < 's-c f• S,- . 6--x, C joV -Sj,. -:-:TAFFJl%G.SHS, 7 luko. v 7 Nm TAPPINGSMS007 t Yea1 , .., I.! . , . . - HEAD AT TF.' , Jaks—TER ECTION' -- A k FLAWjEs-.:_ FCTION i L MIL SD( I= p.VDESIGNER 2 - 1000 F.V./DESIGNER SILL .. CT+YP) ILLiF? SILL (TTP.) jS X 3/4 SELF ue x3/i SELF It G SKS - a 2; 4 SELF X TAPPING -SMS TAPPING SMS k 2 7/16 X 3/ 13 fTAPPIf. IX27/ 116 -: - - X4 X 3/8 TUBE MLLM' TUBE MULUITUBEmULLMN. m 'RETVCEM kANT 'SEALANTBETWEEN WINIVef F,-AnGES 71 vivawrLA:E • . .;G 1. ......... L-MILLICIN IGN 7 N rg x 3J<t SELF A k /4 E.." NSL.A..' IGM Sm- TAPPING SMS 70PPIS . htAD (TYP.) ...kEAD (TYP.) A (4) SEALANT SCIVEEN \ l // / Sp $ECTIQrd A V2 X 3/4 SEILF vimr,0V FLA.NGESCTIONA -!-.A- (3) TAPPING SMS MULLEW —Cul F.W./ DESIGNER ----------- IM0 P.W./DESIC-NER - SEALANT sErvEr-N I r ', 1 1— V- "o-.2 S.H. SILL (TYP., -- 4 - NDOW F-A-*4C---S HEAD 'Ty;:.) XULLIGN #2 x 1/4 SELF 09 X 2/4SELr '.A?Pw" SmsSECTION A —A (7) 6 TAPF!:;5 SMS I x 4 x 3/9 : 7 F uZz li ; =,.. Z- 4 --14 v7 , n Ty!".; Eo MrION vi. Ey,co FROM EXTERIOR - - INTERNATIONAL. JNC FLORIDA EXTRUDERS sANYORD. FLORIDA IMU:4SEP, A10-100li1500 FLANGE SH,CT I0-F P- 17T I n.\,S,- Pw 1 Nl H ruRiZO, N T A L Ll L L 1C, NSE S -7 DE SHr := r. i C ci ru ES'Gt4 PRS","'IPE CAPACiT TF _ S L BY: -M APPROVED BY: r4morm TO CONCREIE G. JAM_ 7-- i.- TYPICAL _UULUCN400 (APPLIES' TO MJ-2LESIGNEP44 WHERE I " X 4* ft'['1000 F V / Q_ INT'll v2pg.F. BE MULLIONS ARES!LL USEO A' - ilX'?/4 4SLF; AFPi 6 SMS T. CONCRETE OR -MASONRY by UTI.CRS.• jj.' T- J: TUBE KULL kALAN ONE BLCK.: 5i OTW_RS L'KuLuwj_ T 7. rFL01M A 49 X.3/4 ALANTETvEENoex-3/4 SELF EL I . 5ISM1000sr. TAPP INr... MUFACrURER NAME: TAePl8f; SMS' HEAD ( IYP.) Prl. 4.4,eIPA SEALANT BETWEEN SECTION`A-6: .716 vEmoovFLANGES- SECTION A —A L K&LION i`- 7 NDOV FLANG-CL r. ESIGNER 1000•F.V./DESIGNF_R< IOW P. T F -S ILL, TYP.' 7 # X. JOAO P W./DES!GNER 3/4 SELF IviceX3/4 SELF I TAPPING EMS ING sms I:X' 2 7/16 X-3/a SILL iiYP.) iX2.7/16 Xlue TUBE MULLION 3.4 SELF TUBE%kuL TAFPIKG SMS x 3/8 rary TUBE MULLION WIN LI 444 1 ma - '- SEALANT: BETWEEN ors X 3/4 SELF I.- INDOV FLANGE X' 6 s KILLION: NO ' 2/ 4 SELF TAPPING SMS TAPPINGlom 'S.K HEAD ( TYP-) KADATYP.) S. tMON A —A* SZZAr.'T'EETVvEN S*CTiONJ A —A A WINDOWFLANGES "T' K! LLION IGOO P.W./CESIGNER SEALANT BETVEENi F.V DESIGNER DETAIL,. B. INSTALLATION ANCHER 3/16' DIA. TAPMN SCREV ANCACJR (TYF.) ExTERNAL KJLLION LKSTALLATMN CLIP 1 1/4, P.1a EMBEDMENT fAiLLION I L MULLION -i 4 s EILF8r-- va x :/ SILL ( TYP.) VINW.1 FLANGES''\i SELF *. ITAPPiNGgE X 3/4 SELF TAPPING SSMS ESSS Z: TAJJcP G EMS I X 4 X 000 SA SE, RON A -A (7) ri E'dE 0FROM EXTERIOR 3 jUbt MULLION P.- TUBE K L;_xGi INTERNATIONAL, INC FLORIDAEXTRUDERSSANFORD, FLORIDA yTITLE: SER. 10GO/I500 "LANIG.E SHEET 1 Or H CRZ na..T AL Il U L!_ ON S CC0 N` L-; kLIOU E Cu S7- -:-' C; 7;-7__ R S I D S H i-c_ 7 2 Dc- S T_GN PRE S SUR AC T ES pzx / A VI x --1A $-LF DRAWN BY: ?'*,Slll' APPROVED BY: Hrar- i; 7'o F.; n A Tr sr.AI,F.: P.TC nwc.: KAV?ju; -3 CJ J.:j L;N.ZcVll - -, -.1-- A.8 MAOUCY 80e S 411 S, Sa- jo il 33S N' Dt7 1, 33 Or M101 -3S:F'M: t.. VC9HD-M 'CrdOJNVS ONIt- 41MUM21A V(1180"Ljl SRS I x so .2s _4 x z-# Y sws Mv1 -7 VeAj) ECdA!.' Ewvr s N M i m" 3am MalW: 713ni, D - X? 9/c x v 3/1 x 1, i'. CIUMD38 N2K^-'SbDq--Nv -rytmaldatp n.Y. k V-1VI NOW. S 41 1 I'M ld-k divSHS !)N I' IS% f33d-' L 1-,. 3 .7.\ . ! ;' - z. V— V:NOII S.. .. ... .. ki- sI S3DNnJ- racm 7. R; AMNIA Itiv lvrs. 113S 211-1 X'aft MEMO Sid DNd-dVi t Ales t., VAAMU .. 7 Sfqs. mkild-Wl sws 3wi 413S 2/1 X 81 1.3s 1 Z— 3s 21 T- X 314 H- S WDI Ifs DGOI 7 1. 2 rul) - awr INDITIM Mft;i, SZE: X 91/1:,;2,x71 75"S Wi rw I 7-NAM,- L:,/Cx.l, X M A-. J— sw jus a*- NIW I T StJ410annev, 3c x q r J r 313 anv; A -If. 3-3r71. 777 r KS D661 8/1 X 2 X I- Ifs Doc] M I A M I•hi IAht l-DAD E COUNTY, FLOR11oAOEMETRO-DADE FLAGLER BUILDI'. BUILDINC CODE CONIPL1ANCE OFFI METRO -DADS FLAGLER (IUII,DI 140 w it rLAGt.t?tt irim.c. r, surn: I. MIAMI, FLORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2931 FAX (303)375 Premdor Entry Systems c0K,11W'rolt LICENSING SEX.71 911 E. Jeferson, P.O. Box 76 (303)373-2527 FAX(30))373-: Pittsburgh ,KS 66762 coN'riLk( rolt I:i\rc)Itcl:an:,v'r mvisi 303) 373.2966 VAN (305) 373-: 11RODU(:rCONTROL VIVIS: 303) 373-2902 Vi%X (305) 372-1 Your application for Notice of Acceptance (NOA) of Elltergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 3 of the Code of Mialni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dar County Building Code Compliance Office (BCCO) under1he conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Buildin( V Cede. The expense of such testing will be incurred by the manufacturer. c'- ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Itaut tcoarlgucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDtN'' G CODE S, PRODUCT REVIEW CONUMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. A . PPROVED: 06/05/200 i X-? 4- 4-" Francisco J. Quintana, R.A. Director Miami - Dade Count), Building Codl; Con)pli nce 01*11c Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED ; JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE- S1'ECII: I 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 compiy-with.the South Florida Building Code (SFBC), 199.4 Edition for Miami-[ County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.I The Series Entcrgy 6-8 S-W/E Instvinb Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo% 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)," prcparec 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 .such that (lie ang!e between the edge of canopy or overhang to sill is*less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the arcs are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installcd in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri, protection systcrn. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRENIENTS 6.1 Application for building permit shall be accompinicd by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Oflieial or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this system. tvlanu l [Perez, P.E. Product Co c Exan•.. Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 Aaril 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acccptancc (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, arc 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. The engineer who originally prepared, signed and sealed the submitted, is no longer practicing the engineering profession. required documentation initi; 4. Any revision or change in (lie materials, use, and/or manufacture of the proddct or process shall automatically be -cause for termination of this Acccptancc, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for rcmoval of this Acccptancc: 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 Acccptancc number preceded by the words Miami -Dade County, Florida, and followed by tlic expiration date may be displaycd in advcrtising literature. if any portion of the Notice of Acccptancc is displaycd, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thcjob 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 terniination and rcmova) Acccptancc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP' 'ANCE Manu Pcrcz, P.E.; Product Contr :scam Produ 'ntrol Division Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing rAasonile International COP-WL-MA0141-02 02-0419.08 Application Filed) 52.0 NO 1Singles X vildth) 2.0~ 2'6" 2'8" 210" 3'0" Not Listed Not Listed XO, OX, OXO t, t I 2'8" + 1'0" lei 1Pliff'17T1 COP-WL-MA0143-02 r.t : I 02-0419.08 Application Filed) r t 52.0 1 NO 2'8" + 1'2" 2'10" + 1'D" 2'10" + 17 3'0" + 1'D" TO" + 1'2" 1'0" + 2'8" + 17 COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO I 17 + 2'10" + 1'D" IT+ 2'8" + IT i 'D" + 2'6" + 1'0" 1'C" - 37 + 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" 3'0' + TO" + 37 XX. OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" 2'1C" 1 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (wrvw.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local building codes specify the edition required. c. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, PA2012 8 PAK,. 0 Oak aft AR,,TEK'* 1'II. Y."f, 1.A ti /.wl'llV •IIC.n" Ne-.t•,v,"/Mpau G-, U""., a H W1 t 79. Mn7 •• o.. r o<... 0w C0.0'. 9m"olNao•x"a mlaP.mxm miles tucdKorN.. anq",nd o•owa Masonite International Corporation 0tl.10 -Utjfa 10 tNrge w:110"l notitt. Glazed Units X X0.OX, OXO XX, OXX0 COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" height — Outswing 2'0" COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6" 2'8" 2'10' 3'0". TV Not Usted Not ListedMultipleswidth) Masonite International 218" + 1'0' 2'8" . 17' 210" + VT 2'10" + 1'2" COP-WL-MA0163-02 3,G- _ 1.0" 3'0" + 1'2" Aliarni-Dade OCCO 02-0418.03 Application Filed) t• Rating Impaci 55.0 NO 1'0" + 2'8" + 17 COP-WL-MA0164.02 02-0418.03 Application Filed) 55.0 NO IT + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2T + 1'0" l'0" + 3'0" + 1'0" 17' + 2'10" + 1'2" 1'2" + 3'0' + 1'2" TV , 2'6" ; 2'6" 2.8" + 2'8" + 2'e- 2' 1 V + 2'10" + 2' 10" i 3'0" + 3'0" + 3'0" 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8' 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'l0' + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes-. 1. Occr arrangements using fewer panels than wha! is shot:n in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonia international website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design loads for buildings and olher structures). National, state or local building codes specity the edition required. 5. Masonite International structural, cyclic, air, water, forced enlry/or impact testing Is done In accordance with Miami -Dade BCCO prolocol PA201. PA202 6 PA203. Oa -aft ARC rK"' 1T.7-9: 1 A— hN1kY VOOR.s M.mf..r.I N-0... Fw..)C.'; A0,4 K M2 s.. o..n.r o.... 00 CQA.Uw.y CoDum of potw n,om,,D a auwes sageificuiom. oesion mo NJlrn Masonite In t e rn a t1 o n a I C o r p o r a t i or• 0 MA:,r-im to cnma ". ft4 "Oct Glazed Units i COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing 1Singles1 2'0" TV X 218" — 2'10" I 3'0' 3'6- 1 1 COP-WL-MA0146-02 1' , 02-0423.01 Application Filed) Rating 40.0 1. 1 NO Not Listed Not Listed Arrangement1 r X:.. Ox, CX0 Ith) 2'8" + 1'0" Masonife InternationalMiami-Dade COP-WL-MA0148-02 02.0423.01 Application Filed) OP Rating 40.0 Impact1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + IT I 37 + 1'2" 1'C" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO 0" . 2.10" + 1'0" — 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0' + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17' + 37 + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210' + 2'10' 3'%" + TO" + 3'0" s XX, OXXO 2'8" + 2'8" COP-WL-MA0147.02 02-0423.01 Application Filed) 40.0 NO 2'8' + 2'8" 2'l0" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6' + 2'6' COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'l0' + 2'10' + 2'10" 37 + 3'0" + 3'0" + 37 Notes: 1. Door arrangements usii;g fewer panels Char, what is sNowri in the above chart also comply under the product approvals shown. 2. Assembly detai!s are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. Ir:sta:'a:ion instrections are 341a5le from the Wasonite International website (www.masonite.com) or from the technical center. 4. ACW,2i C:sicn pressure requi;emeni for a spaci'Ic cuilding design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local bulloing 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 akcraff AR EK" CHTNr 0001%% Nr.l...".rra.p.0 GvrOwn f;.111. M--t r;r n:a•+,, K pre; :h c1 yrari.ul gepr061etm :n]It7 ]pe:.?-Nf. Ceigc : J gr];::1 SJt.,rl 9 '•'an(" tw7rtu: M-!Yt. Masonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing 1Singles1 X filasoniterl' r 2'0" 2'6" 02-0423.03 2'8" COP-WL-MA0166-02 (Application Filed) 2'10" TV I• 1 1 , 47.0 NO 3'6" Not Listed Not Listed X0.OX. OXO MultiplesArrangement1 2'8" + 17 masonite1 COP-WL-MA0168-02 tl' BCCO 02-0423.03 Application Filed) I•Rating'Impact'Rated 47.0 NO 2'8" + 17 210" + 1'0" 210" + 17 TO" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'D" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17 1'D" + 2'8" + 1'D" 1'D" + 3'0" + 1'0" 17 + 2'10" + 1'2" IT" + 3'0" + 1'2" 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0' + TO" + TO" XX. OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Fled) 47.0 NO 21" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 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.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 13 PA203. Oakcraff AR EK" e'1III:Mf.I..SS C-T.Y,IIOONS rb"•T. Fwgp E. D""n APIJo.. 29 Masonite International CorporationOW .WOwadlnanrl,p prodnm of wodua .aao.emenl aWee soecitkaom. ersO" and olodun dnai fuortn to Ch Qe .ahoy mtKt. Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing MasoniteInternationalI.I COP-WL-MA0101-02 t 01-1031.01 I•Rating 76.0 ImpactRated NO MFI'Ilvu-gg X 1 , 2'0" 2'6" 2'8" 2'10" 3'0" TV' Not Listed Not Listed Arrangement1(width) X0, OX, OXO 2'8" + 1'0" MasonileInternationalI1 COP-WL-MA0103-02 BCCO 02-0109.10 Application Filed) IRating 55.0 lmpacillaleti NO 2'8" + 1'2" 210" + IT 2'10" + 1'2" 37 + 1'D" 37 + 1'2" 1'D" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1.2" 1'0" + 2'8" + 1'0" 1'D" + 3'0" + 1'0" 1'2" + 2'10" + 17 17 + 3'0" + 17 2'6' + TV + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 XX, OXXO 2'8" + 2'8" . COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + TV COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 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 8 PA203. Oakcraff AR EK'" t'1MF'MfI.A55 N.Nt'NY DOOMS w..n."... t..p."4+) Aqt 29. 2002 Ow cw.'' omQ.am of D'Wo mola".em mrtn toKdtal j. otvp and poa,cl Masonite International Corporationt oetae'Y i tocnange "Oo A W-Ct Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing COP-WL-MA0121-02 01-1031.02 76.0 NOX Singles (width) 2'0" 2'6" 2'8" 2'10" TO" TV Not Listed Not Listed Arrangement X0.OX, OXO Multiples (width) 2'8" + 1'0" masonite internationai COP-WL-MA0123-02 I.r I 02-0109.09 Application Filed) I 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 37 + 17 3'0" + 1'2" 17 + 2'8" + 17 COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'0" + 2'10" + 1'D" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 12" + 2'10" + 1'2" 1'2" + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2' 10" + 2'10" + 2' 10" TO" + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 0 Oakcraff AR EK" VfKV.'KG1.A%5 I:NTKY OOOKS nrwA•r"t MNrtwrrOwn Our nuyhnp MWrtm of WOCUCt mDrOK111M1 miles sDeMKatonf, On9n tM MWIInCoOWep Masonite International forporacion oeua W KO to Ch~ wuMW noun. Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing Arrangement, X 2'0" r.,KKIM 02-0109.08 COP-WL-MA0106-02 (Application Filed) 70.0 NO 2.6" 2'8" 2' 10" 3'0" 3'6" Not Listed Not Listed X0. OX, OXO Multiples (width) 2'8" + 1'0" Rlasonite Internallionall COP-WL-MA0108-02 Mianti-Daide EICCO 02-0109.08 Application Filed) UP Flailing 55.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'D" 2'10" + 1'2" 37 + 17 3'0" + 1'2" 1'0" + 2'8" + 1'D" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2' 10" + 1'D" IT + 2'8" + 1'2" 1'0" + 2'8" + 17 1'D" + 3'0" + 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" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'1On + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O akcraff AREK'" oT ord 29. 2002 0u commamo orow+m w oroo"n dnwo mt makes f0ecdcatons. ots.p" tn0 woo'0 Masonite I n t e r n a t i o n al C o r p o r a t i o n 0ndd suOKct to tnan0t rdfWW notKt. - Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing I ff IRTi.Ieffroflll COP-WL-MA0126-02 15174 I 02-0109.07 Application filed) I• I 70.0 1 I NO ArrangementSinglesI X 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" ' Not Listed Not Listed 1'MultiplesI X0, OX, OXO 2'8" + 1'D" MasoniteInternationalMiami-DadeI COP-WL-MA0128-02 02-0109.07 Application Fled) I• Rating 55.0 ImpactRated NO 2'8" + 17 210" + 1'0" 2'10" + 17 3'0" + 1'0" 37 + 17 1'0" + 2'8" + 17 COP-WL-MA0129-02 02-0109.07 Application Fled) 55.0 NO 1'D" + 2'10" + 1'0" 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 1'D" 1'0" + TO" + 1'0" 17 + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2' 10' + 2' 10" + 2'10" 37 + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 210" TO" + 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. 13 l..l".i.•I I.e•. 0ak raff I.r a.n 'l a •.1 AR k EK'" Vlhf:Rf LASS CN9'MY,n0OµS N•tiT..•".•'..VN E—!>= Apd 29. I007 Om Cd dWq dro9nm of WadW inWov m M mates %MiliCAiom, oefgn rnd omducl Masonite International Corporation dnae sw^lto ct'.w wwl d mxc X Unit I" UNIT 811' 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 Iwo 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 (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8' GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and A10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 e..,... •.... " OM 2002 OWC^O Masonite International Corporation Owanuannpaop,am Of poduct •npownent „uses ieeeecnons, OeSQn and D,oOut+ delad SYOIM 10 CNngt wYOOW nol[e. XO or OX t Unit SINGLE DOOR WITH 1 SIDELITE 3- 6' 6' CL TYP. TYP. TYP. TYP. 9 UNIT 8V UNIT 15/16" 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 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. r Aprd29 2M? Masonite International Corporation W com.,. rrra". w wwua .w•o•.n em nwn oea <aom. deeon3ne r%x deUd woiea10 cnrnoe "•modem<e. Ox0MIO-WL-MA0004-02. Unit SINGLE DOOR WITH 2 SIDELITES UNIT 811" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t f f f f f f f f f f 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 i10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 Apri129.2002 Masonite International Corporation I Canl.n O W.W"n YI WW.:: i'J+<nnT1 nY•CS \(.[d(,J14n•, anon J a —a'a a d SU4^1 10 :e n7e retool nuu. Oxx0MID-WL-MA0005-02 Unit f DOUBLE DOOR WITH 2 SIDELITES 6' 3• 6' CL TYfl TYP. TYP. TYP. I ll ll I ll II l ll ll I jTYF 61F I II I1 I Il 11 I II 11 l 13- 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 8'0' UNIT 5/16' 17.1/8' MAXIMUM ON CENTER TYP. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA 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 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 rv'sn / o Aprd29.2002 Masonite International Corporation pW contk,.v pops. of podw —wo c to mHel tmd<x—. dc%gn and wodW 0nld s fatea to c'vnpt w4h W no1Kc XX Glazed Inswing Unit APPROVED ARRANGEMENT: O'' O tat%:<.sd•.; Double Door Maximum unit site . 6'0- a 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance COP-WL-MA0142.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for aspecitic building design and geographic location is determined by ASCE 7•nation2i, state or local building codes specify the edition required. , MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 nit 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 0 ° 00 00 00 00 00 00 105 Series t06. 160 Series' 129 Series' 12 H/L. 23 NL, 20 fill 107 Series' 108 Series 30e Series Series' This glass kit nuy also be used In IM following door sMe: Eyebrow 5.0" with scroll rr Oak raft AR EK" I:IeL'N<ILASS LN"', Duo"S •b+.T..... F—&.t, 0— ao. ro• Apr829,2002 Masonite International Corporation Our comet wg woo am at prod- '^Yo Mt Mutes SMACAOM. desgn fro WOW deue suorm to Cname .d000t rtottt XX 1l I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 40e Series e10 Series 109 SMes 111, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft AR 4 EK" a.,. ,,..,, ..•_ rruewr.nas I:M 1'"1',W IIIM.\ N•w•4.rd 1-4-e-0- n^n• a APREM.... 6.JL.ia Apre29.2002 Masonite International Corporation. Ow cmv -M mowam of oroew ."Wo.emem makes seecaWiom eesgn and Wean oeua S."a'o ceanee "r." n '. XO or OX O• 'I r t Glazed Inswing Unit r APPROVED ARRANGEMENT: a 0 0 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed XF x 6'8". Single Door with 1 Sidelite Madmum unit size . 6'0' a 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant reQuirements for a specific building design and geographic location is determined try ASCE 7-"ional. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: na as °® oa na ao 0 0 as 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: o a HH Ho o ° 10 oa as as oa as as 105 Series 106. 160 Series' 129 Series' 12 R& 23 NL. 24 R& 107 Series' 108 Series 304 Series Series' This gUSs id may also be used in the following door style: Eyebrow 5-panel rrilh scroll Oak raft ed• .. n ,<.. u.t.l AR 4 EK" N...T.v.•rO.rr.0 t-ut ..•. Mn' 1..1......._ tl11UI:.t L.\» lr'1'M\' u.l.l.\ Aprd29.2302 Masonite international Corporations 0.. eo.. ; iob•anl of sass. —o—nwm ..wen \otu+aaon\. MW 1^ moc.cl Utu. \..W.. Ie C. ^...r .C16e XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 Z3, 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, 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: TESTEOIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &-X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft AR k EK'" [..,.... , .m re«p..,[..., Dw.. PREMOa Apr429.2002 Masonite International Corporation . W, [om~V ao4ram or aoo,x, anao+emenr „m»es soair¢arons. oesro" and oro4un Rua f.J,tn to C"e .nno,A note Ox0 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 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size • 9T x 6'8" Design Pressure 52.0/-52.0 Limitedwater unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-natbrut. 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: 0 asC:Ns as ao as na 100 Series 133. 135 series 136 Series 822 Series 1/2 GLASS: D 00 OD as na as as as as 105 Series 106. 160 Series' 129 Series" 12 RA- 23 NL. 24 PA W Series' 108 Series 304 Series Series' Tors glass kit may also be used in the following door style: Eyebrow 5-panel with scroll 0akcraff AR 0 EK" t..r.,.. ,r.._ 0-14I.CL—S l'H'1'N s' Ucl()Nti rilw.4•v.tFM j—twp Om, O Aprd29.2002 Masonite International Corporatio% W (oM, pddum at W MuU .ndloKlntrd IN ,, Sd d"*M. dtsgn AM Wodtxl deua sudRcl to Ch^t —lr4W nett. Oxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: na as 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIOELITE STYLES: r B 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, RE/20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Bath 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 IKurtBalthazor, P.E. — License Number 56533 Oak raft AR EK" VIUCKGLA\1 L't.l'KV U(111K W T..v FdwtY Ew Dow. April29.2002 Masonite International Corporation, Ow croft mp pfwam at podun inplpremtm makes spta csions. eesipn en0 poeuel OtUa slmltn W C"t -hW npKt. OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0145-02 FIBERGLASS DOORS C, r.2q LAY 61, 0 Double Door with 2 Sidelites Maximum unit size - 12V x 6'8' Design Pressure 52.0/-52.0 Umiled water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for aspecific budding design and geographic location Is determined by ASCE 7-rational, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: as no 00 00 00 0 0 00 100 Series 133. 135 Series 136 Series 922 Series 1/2 GLASS: an 00 an 00 00 00 105 series 106. 160 Series' 129 Series' 12 RA.. 23 RA.. 24 R/L 107 Series- 108 Series 304 Series Series' This glass kit may also he used in the following door style: Eyebrow 5-112nel with scroll Oak raff AR EK'- ........_ r. w....— 1•tr.."FYa.lr. a.l F1111N<:LA\\ L'N.I.my Dooks n1,...L.a..e f-..Nufmrr Open MA• a A Apra29.2002 Masonite International Corporation llw eomNwq pOpllm OI peeyI e110,0 M1 Oakes See IXAGOc, eey-enJW O10011f1 oeaa SCOW 10 C"t .snow nate. 0xx0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: e0e Series e10 Series 109 Series Ile, 120. 122 152 Series 1e9 Series 300 Series Series APPROVED SIDELITE STYLES: t0 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 1e9 Series 109 Series 120, 122 Series 300 Series 2eR. 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: 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. f / &-X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakgraff AR k EW r.tM..:L, S L s'un.rr. U..."rwr.... t. 0.... — ADM29.2002 Masonite International Corporation ow coat —to poprsm or woo. •noro•tmtro msscs sot[otirons. otspn eno Drooucr atu+ S..eKO to enures w rw nowe. XX Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: ty . 14b 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maldmum unit site . 6'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is detemdned by ASCE 7-national, slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: aia oa as 822 Series 1/2 GLASS: n ao 404 Series O akcraff AR EK" 1'1u L''Kr.LA.<1 L'r+I'XY UUUNJ e—e0— April 29. 2002 0v com..„ c aroglm, of moaocl i na.o+emem mugs speedreo om, desipll alm rNoaun deua S'DK(I 10 cnanee .'anoul nma;e. El 108 Series Ur, ln.i.J i. E • Iasonite international Corporation XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 series e52 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff AR EK- a=....e7RF'r. 1•IUL'Ml:l•\.l.Lf.I M\,1)II.1M. w.f....t re«N"E."., Deer April 29. 2002 ow cw%ou q protium of ploova mwo.emem mats sptohmons. dnign anti 000ua oeue SupKCI 10 CAMe viVgN noltt 0 e Masonite International Corporation, XO or OX '' ' Glazed Inswing Unit I 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O 4 1 i Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size • 6'0' x 87 Design Pressure 40.0/-40.0 United water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: tIID as on, 822 Series 1/2 GLASS: a as 004 Series t08 Series Oak raft AR EK" r.......,...o- Aprd?9 2002 Masonite International Corporation W Comd wV WOW— 01 IXMV mpo ,M mates speca..a . ees10^ lM O.odon aaaa S.URCr ro eW0e —W IQK1 XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: B10 series APPROVED SIDELITE STYLES: 8'0" FIBERGLASS DOORS 0- 300 Series PA aUP 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" A• •. n '1<.••..<J 1'IUINI:tA(\ IS. 'I;v 1)/Il/MC Nu...T.. r..FMEYn E+rT Om.. L MA- 2_•/ p April 29, 2002 Masonite International Corporation OW comrrrroq program or o'od X1 mWo Ml maEH SMOKS14M. des1gn and prodW dew suolect to crurlge n1M rope. OX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O Single Door with 2 Sidelites Maximum unit size • 9'0' X 8'0' Design Pressure 40.0/-40.0 limited water urdess special threshold 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 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 bee*A followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 00 Oe Sere DII] an 0o 822 series El 108 series 0 Oakcraff AR EK" A le . :.I 11nI Nf:IA.\.l LN'1'M l'•I),1(IM.\ Nen•t.•rn.(M.N•• EM o— a April29.2002 Masonite International Corporation_ Ow edrditwv WOW= W 9000uo n:Kow ntM maes tamdd:a°ds, eew am 910d121 dtud sueito t0 chant wdMW M -ct. COP-WL-MA0149-02 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: C3 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-OAOE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak xaff AR k EK" 11.0t:"<:LASS uwrmv o6oNs 1bwT...n.A RO..,Y" t Ds April 29. 2002 ow comft6v procam of pwoaua irlprovemem mats s0tca¢noons. 0esgn am ao0un aeU, su0ie[110 CN1pe -atww n0lkt. Iasonite International Corporation OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Double Door with 2 Sidelites Matdmum unit size • 12'0' x 81r Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements lot a specific building design and geographic bWon Is deterrrdnW by ASCE 7-national, state or local building codes specify, the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n as 404 Series 11100 as as 822 Series El 108 Series O ak raft AR 4 EK" 1:1lr L'K(;LASs (:1 INY DOOKS I T—vNr!«el.n [.vT om mU.1-1, r REM n Ap'd29.2002 Masonite International Corporation0. (pM.rnn•'0 0.o0nm 01 prod'" rnaO.e.n"n r.U(eS Speediriloni. dnio- e.N a0dw deue UZ 10 cnalde «dn&A nacre. OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: a UIV 810 Series 300 Series APPROVED SIDELITE STYLES: a t v-• 3 F 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK'" 11If 1: R[:L.\tiff L'W'I'R \',1 )1111Rti rb.4.....e FO ,,41e.wl Dew. Aprd 29. 2002 0. cWn—V pdonm of 0.00.0 -a0vc —u n sMdie S. anion eitl adduct dead wotec1 w cN"Qe WOW ftKt Masonite international Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT: O . .. d,.;./pr 1-'.wu•':::tit FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" is 6'8". Double Door Mapmum unit site • 6'0' a 6'8' Design Pressure 55.0/-55.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic Location Is determined by ASCE 7•national• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 as °°° a0 00 00 ADO 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 D El [a 00 00 an 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 RA- 2e R/L 107 Series' 108 Series 30e Series Series' This glass kil may also be used inthe following door style: Eyebrow 5-panel with stroll. Oakcraff AR EK" 11II I;NI:IA.\,\ C.""1'N\' I),I(111 .\ Nen.r..anN lb.rYu e.v, D—, April 29,2002 Masonite International Corporation Oo ca"—v Woonm of Modw —a Mem mash soecetnep.s, anio. rro poaup aeue s„oltn to <wpe +eroW rope XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: w y r an an 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR 4 EK'" r. ..... , .._ I,IIIL'K(;s.A.i\ UN'I'MY U0119\ U.v N.waqu E—,Dow. A• a y April29.2002 Masonite International Corporation Ow cons^mv wodeam w wodw inOro.emem makes sOecesuscns. des -on and orsd daa+s~C' Io crwpe .n nW¢e xx Glazed Outswing Unit APPROVED ARRANGEMENT. rtll 110o 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Double Door Maximum unit site . 6'0- x 8'0- Design Pressure 47.0/-47.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geograptic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: oa ao 822 Series 1/2 GLASS: a EJ as e0e Series 108 Series a AR EK1YOakWaff w--. 1'1 UNGLASS L'ry'1'MY'UOnNS b...r..ew.e F-n... E—Dosn Apra29.2002 Masonite International CorporationowCOm.nwrq poPam or p00.A ..00+cmem mass spKAenOni. 0trgn iM pro0u[I dtUd suOjeC110 CMgt .m.ow Mgt 3 1 i T.lt24 H: STEEL LIT AMNLABLE 1 A I®I ICI ICI MimiIN - 4- 3 A INIERMEDLATE SIM FOR IC WIDE AND AD 1L11C'G4MFR M Y/III l. '\11111 IIi'\A '\III III\\k \\kIIIIII\\k kk 2 REVISIONS DATE: ECN NO. APPVD: I DESCRI 11/00 - MWW I OTY (1) WAS (2) FOR TRAP( SOLT 20 G MOM. EAO STStS ATTACHED TO DOOR SKIN WITH PATENTED TOO-L-WC SYSTEM TOP. eDTTDM • ca,W. g 1(I]O1G DAIX af[IL RACWOOD "m WITH WOOD LAG SCRm LISTED EEO: DOUBLE IsFFFBaC2LGiE23@eimtlm . DOUBL M R AMARADE AS AT DPTIDN VE1I g OOOf1 r CL.rsTF1 TRAM DWC• LOCK PPOgwom BOTH SIDES) ®Q (4) x-1/r.12BRAC W SIDE. GLV. STEELTRIOI BRACKET.BRACKET.no POINT L C <{) MAWMAWORIL7QiS SIDE. WI TOP M4110 REPORT# 9606C TRACK 101tlZOM°A 3' . 20 GA U-OARS r IRAEJf U- OARS IN 2-1-2-1 PATTERN O.E. TWO U-8A5 ON BOTTOM SECTIOKRS ONEU-SAOM NmIT SmTIPI ETC.) / 14+J/e' SHEET METAL $C EW$ TRAM SUPPORT Oom INSTALLER ( m S ILOCATION OF OPTIONAL Avm E 91 A L OPTIONAL OUTSIDE IQYED 100i POSITgM MAX DOOR WIDTH . ra'-O' ltll'e110N5 Ip'a s• SELF T SDEWIS. NOTE1: DOORS Hp ro 7' • THEN OOIWSI DF {) SECnaNc, DONE OY[ R Y IDOH CON95r a/ ( SELf10N5 (9 OM). 1 .J TAG SCEWS OM 19 CD11O8 1 OA 1K FRONT FRAMEWITHU.V. WASHER ACOAEAY D. MAC SMIMMBECOINTR4lNOOAT910ON ONSIDE SWAM ((NBU(ET NOT REDfAim) mPROADE A PJA N Mg190NC 1131[Z. HON20NTAC JAMIES 00 NOT TRANSFER LDAB n n H{ G FIO MIIf15 Ae G g STOP WWL9C BY DOOM INSTALLER (m SUIT) 2.a YELLOW PINE JAMB 20 G MIN. QALV STEEL DID STILE hA1TTiMFI9ATI HMPN[J 31m' c. y T- 2. ODD( m pA s',S OR SmAIl10SCREW` 20 G CALV. SIEE21 MET. Sf9E 25 G MAC STEEL 1 s mN WATER WIN G-40 MN. GALVANIZING. BATED -ON PRWER. AND A BAKED -ON POLYESTER TOP CW APPLIED m BOTH Sam Or STEM SNOL SNP LAP JOPBS. 3' TALL U-BAR 20 G GALV. STEEL MIN. YERO STRENGTH: 50 Im L-1 3 I— rSECTION A -A roll[ - A I 4 1ID1 INSIDE 1 ADMC llTE SECTION B-B li G GALA. STEELAUG LITE RETAD4R fu /{• PANHEADSLEWPERaTH *M Sy/IeraH m LAC SCREW i10 sDEWS EIM NANIUMON21CEgM (C-90 OR 2{ OFRT00 (x, 000 09 MN, mHND+ETD OR PER TRACK [IUCD.T. T/le• 10. ROIIm Plhl r 1 /1•.{• TAPNII SOIEWSON17-1/r cw MODEL P9 1Il DONHQEhj; rA9E16IHDIIDCDW01FASTENER (01E PER ROLLETt) G . N, Ix G CALI. SIEEI. TOP °mD ''ow T KTRc N ROLLER BRACKET. EACHONE SNAP LAIC N ON BRACKET r/({) EACH SIDE OF DOOR. SIEEK NlCigl6, 1 OD. 1°1. WASHER RE019Rm 1p S /( WON TAPCONS. ANCHORS MAYBEOOHINTOtARaK17CA. uLvsrm E9ucuTSTEM TRACK FAST04ED ms. iAAstoTosr9STEM 6 LIDMW/(.) /1. a9¢TMcrAl w<C'45. ATTACHED NTT. STILE 1{d/a• SHEET METAL BUTIWR03URM) M PROADE A N9HMD 4 5/ TAON BR/OEf 1{d e' SN(7 AL SCAEK MOLWING SLWACE HMONTAL Amm 00 NorTRICKONEPEROqIr10EWINONE1/{'d/a• BOLTaNUT ({) 1 {til/{ UPP9Ri SCRE95 TRANSFER IDN. OR TWO 1/4- OM RNflS. OUTSIDE KEYED STEELHANDLE EM HINGE. EACH END SIRE END2• DIA SHORT-STIX10 BALL SIM ROLIEN. n yym Opy MAN WESTERF90A PL FASTENED(TO 00 Dam caNARAINN DP AAM RS AV °Ta6 SELROH [t FLORIDA PE /.M95 IA.S/I 0610E HANDLE MILE NORM CARDANA P.E. /2= SIEEf 1E(AL 1/4'13/4• SETT MYHrSILA' kmm = LOOK BAR TAPPING SCREWS. w.R 1 rc rnr aPT1oH WTS'DE E ERA= N DESIGN LOADS: +24.0 PSF h -24.5 PSF TRACK ON NOTT 2, THE OFSIGNOFTHESLPPORTMSIRLRTURM. ELEMENTS EACH SHOE SMALL lE TIE RESPOrse DF THE PROFESSIONAL OF TEST LOADS: +36.0 PSF k -37.0 PSF OF DOOR. RECORD FOR THE GUI DNC OR SIRUCNRE NO N ACCORDANCE fN1 . i0 G GALA. STEEL .-BARSENONAx-I- -I PATiDN L TWO U-BA6 STRE x p SNIDE 91I IRO( EHUGESWITHORWDNT O LOM CODES FOR ME DYADS LISTED ON a.aN.L NiAH.ANCt Ac SHAH M a THIS DRAWING. MR — A Aw® YALroeDsD. PART NO.: ONBOTTOM SECfgN, ONE U-EAR ONNEXTSECfIDNElt. DCN V-OAt ATTAOIED WM 1 {•J {• SEIf TAPPMf. SCREWS INTO VERIICAL ntAOK. ONE I= ON Home- Yr. mr+P. Illtlrra StDW ONTAAr.ER. TOLERANCES 312 11" A AFL 16M CilcirDlati OH 45202 IDEAL PFA s EACH SIDE OFOoaR' G•m w 4- d...4 — A eAaFuw N.. 0 t.03 Td Ih I- CIS-371-{EDO WEB WO Ommum Fm 11J. 1- 513-M-3519 u G GALv. STEEL BOTOA BRACKET. ATTACHED MIN (2) SHEET METAL SCRErs Mw R. Pft mArA OOJr.N.~ 1. mww W..eMk. H F 9rw Ar .r mow• •r MaAs q.,,,,,, 00 ' t •015 000 . t.005 0000 . t.ODI DESCRIPTION: MODEL 6RST W4 16-0 8-0: 24/-24.5 DESIGN LOAD DRAWN BY: SMMI DATE: 4 18 00 SCALE: NTS DWG. 014d/e• ALIAIMN FMRI190N z OleAyq0D9ne' ' t 1/7 CHECKED BY: MWW DATE: 4/18/00 SHEET l OF I SIZE LJ AHNn. Tyro A MI PrOjaD6an DIMENSIONS ARE N R404M DWG. NO.: 102138 1REV. NO. I 3 2d"'gri ii L' vl l i DIVE FBI IN X A 1 J ..1 Z MODEL: 6RST (25 GA. STEEL SKIN) REVISIONS MODEL: 4RST (24 GA. STEEL SKIN) REV. NOI ZONE: I DATE: I ECN NO.1 APPVD: I DESCRWMON OPTIONAL OSB CLASS OR LISTED 1 1A4 1 11/00 - YWW OTY (1) WAS (2) FOR TRACK BOLT 1 8' ACRYLIC UTES AVAILABLE 1) INTERMEDIATE STILE ( SECTION B- MIATTACHEDWTOC-I-LOG (T0p & BO 20 CA. YIN. END STILES ATTACHED TO DOOR HORIZONTAL TRACK SUPPORT BYOAN11RET)LAN ADHESIVE (ALONG CE7ITER) SKIN WITH PATENTED TOG-L-LOC SYSTEM -1 2• THICK 3' TALL U-eAR y A OP, BOTTOM & CENTER). = l I 20 GA. GALV. STEEL DOOR INSiN1ER (TO SUIT) O C', T 13 C/L GALV. D TO FLAG BRACKET. REPORT# 9606Ccl ,„ ; EACHFASTENEDTOWOODJMtBWITHBRACKET ArrNP r/(J) (3) 5/16'xl-5/8• WOOD LAG SCREWS. I 25 CA. MIN. GALV. 14x5/a• 9rET PETAL HM' DOUBLE TRACK LOCK POSITION STEEL SKIN COATED v TRACK CONFKaIRATION LOW HEADROOM IS BOTH SIDES) ANO A BAKED-ON-0POLPRIMER. EAR aW LAP ' OKM lJ AVAILABLE AS AN OPTION TWO POINT LOCKNG TOP COAT APPLIED TO BOTH DOOR SIDESOFSTEELSKIN. 14 u HINGEODCHR H - 1' ONE 3' TALL : ASASTOOD r0 Elio g 2" GALV. STEEL TRACK, 6 20 CA. U-BAR (so KSt) ( AL MIN. TRACK THICK PER PERDOOR SECTION. SEND mTILE LACKENGAGESLT . SELF Z' B -0 88 INTO VERTICAL x C TroN OF - LOCK SOME u CALY. = IMP. 2-1/2'x12 CA. GALV. StFF1 TRACK BRACKET. VENTS A 4 TRACK BRACKETS PER SOE EACHSIDEPERSECTION. DON U-SAR ATTACHED MOPTIONALOUTSIDEKEYEDLOCKPOSITIONOFDOORrrtllTruI /s SEIs rAppoq 0 LHR TOP BRACKET YAK. DOOR WIDTH 9'0. SOE1x5 vOl SRL tDuipN. NINSfOE SLIDE BOLT TDOURAcIE HORIZONTAL O / 14x5/ 8- SHEET METAL SCREWS LOCK OPTION NOTE 1, DOORS UP TO 7'-0- HIGH CONSIST OF 4) SECTIONS (SHOWN). FRONT FRAME WITH U.V. \ DOORSOVER7'-0• HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). COATING ON OUTSIDE SURFACE DOUBLE TRACT( 0 O 13 a mv. STEEL wnDu LOW HEADROOM OPTION BRACKET. ATTACHED WITH TWO 1/ 4'x3/4' SELF 1 2 x3 LAC SCREWS ON 24 CENTERS. 1' O.D. MIN. /144/8 SHEET 1ETAL S WO& TAPPING SCREWS. WASHER REWIRED. LAG SCREWS MAY BE COUNTERSUNK 558 CLASS OR OPTIONAL 10 SCREW 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE (EDT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING 1/8• ACRYLIC LITE W SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LARD. SECTION B-B NEW ' 8 VIEW C r STOP MOULDING BY DOOR INSTALLER (TO SUIT) 2x8 YELLOW PINE JAMS 20 GA. MIN. GALV. STEEL END STILE 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/I6'xl-5/8' LAC SCREW PER TRACK BRACKET. 2' GALV. SrM TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4.4/8- BOLT & NUT OR TWO 1/4- Obl RIVETS. 20 GA. GALV. STEEL INTER. SECTION A -A (SIDE NEW) 8x3/ 4- PAN HEAD SCREW ((( ` MOLDED INSIDE (10 SCREWS PER LITE) SEND TILE3 8 x4 SLEEVE ANCHORS ON 24 CEMERS (BOTH UTE RETAINER INTER. C- 90 BLOCK OR 2.000 P9 MIN. CONCRETE) OR .. SNAP LATCH ENGAGES STILE 1/4 x4 TAPCON SCREWS ON 24 CENTERS (2,000 ONTO VERTICAL TRACK. PSIMN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON SLEEVEANCHORS, 1' O.D. MIN. WASHERS REOUIRED EACH SIDE OF DOOR. WITHTAPCOHS. ANCHORS MAY BE COUNTERSANK DUN NOT REWIRED) TO PROVIDE A FLUSH INTER. STILE OUTSIDE PINNING SURFACE HORIZONTAL JAMBS 00 NOT HANDLE TRANSFER LOAD. OUTSIDE KEYED HANDLE t 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W 4) 14x5/ 8- SHEET METAL A Gil GALV. STEEL ROLLER H FASTENEDSENOSTIESEACHW/ 4) 14x5/8• SHEET METAL SCREWS AN 4) 1/4-xJ/4- SELF TAPPING SCREWS PER END HINGE. END I V STILEOUTSIDEKEYEDLOCK INSIDE HANDLE LOCK BAR LOCKING PREPARATION OF JAMBS BY OTHERS`2" OIAL SHORT STEM. 10 BALL STEEL ROLLER. DW WOO stwRAN Ot1.v.M JAMB coNFlcuRAnoN d am. 'ram TOLERANCES a. SECTON C-C a x1.a.a a epa1.4, .0 l.03 NOTE 2. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS ies0i •'OWED` d'0rt" .00 . t.015 xAams.a Warr. ro SHALLBETHERESPONSIBILITYOFTHEPROFESSIONALOFm.... xg'..ur w ,..,r1 r .OD0 - t.005 RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE ,4PRI WESTERFlEIA, P.E. iGORY d1'.. am.rro.. 0000 - t.001 WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON FLORIDA P.E. /t8495 A / TT15 DRAWING. NORTH CAROLNA P.E. j23832 / AIL pF„•„ TNrd Ngl„a ` - ONCENr5 IN WC I Ox(p151pN5 ARE W xrClE 4 3 LACK BAR ENGAGES N TRACK ON EACH SIDE OF DOOR DESIGN LOADS: + 25.0 P.S.F. & -32.0 P.S.F. TEST LOADS: + 37.5 P.S.F. & -48.0 P.S.F. axexa .c mm w AYL tmoa4 Sub1600 A IDEAL fWaBoa OamlO. faNo. 1-513-7 -MI9 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG.R CHECKED BY: N W DATE: 4/18/00 SHEET 1 OR 1 SIZE 1J DWG. NO.: 102137 1 REV. NO. I . RCBR AAOA W. 1-'4%91%1T1/ -.1. PKAadaac FG 0 600A-2001 t FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1732 Builder: DR HORTON Address: 3: - G y D MA E I Permitting Office: City, State: Permit Number: Owner: .R . Jurisdiction Number: Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units; if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned fl.obi area (ft') 7. Glass area & *e a. Clear - sinptd pane b. Clear - 4jouble pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ I a. Central Unit 4 _ b. N/A No _ 1732 ft' c. N/A 207.0 ft' _ 13. Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 ft' _ 0.0 ft' b. N/A Cap: 36.0 kBtu/hr _ SEER: 12.05 Cap: 36.0 kBtu/hr _ HSPF: 7.65 R=0.0, 202.0(p) ft _ C.N/A 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons _ R=3.0, 1224.0 W _ EF: 0.86 _ R=11.0, 56.0 W _ b. N/A R=11.0, 328.0 W c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1883.0 ft' _ 15. HVAC credits PTA CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 170.0 ft _ MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 26482 PASSTotalbasepoints: 27662 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: a, Ail - DATE: 43.02 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. r OWNER/AGENT: /: DATE: X3 03 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: 04TiiE STO0 a b 1 CDDWE EnergyGaugeO (Version: FLRCSB v3.2) F6RM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 1732.0 25.78 8037.2 Single, Clear NE 1.0 5.0 23.0 43.65 0.95 957.0 Single, Clear NW 1.0 5.0 23.0 37.74 0.95 828.2 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SW 1.0 5.0 32.0 52.82 0.94 1584.9 Single, Clear SW 1.0 4.0 10.0 52.82 0.89 471.4 Single, Clear SE 1.0 3.0 10.0 56.64 0.81 459.4 Single, Clear SW 1.0 7.0 54.0 52.82 0.98 2799.6 Single, Clear SE 1.0 5.0 23.0 56.64 0.94 1221.1 As -Built Total: 207.0 10020.5 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 328.0 0.70 229.6 Concrete, Ext Insul, Exterior 3.0 1224.0 0.70 856.8 Exterior 1280.0 1.90 2432.0 Frame, Wood, Exterior 11.0 56.0 1.90 106.4 Frame, Wood, Adjacent 11.0 328.0 0.70 229.6 Base Total: 1608.0 2661.6 As -Built Total: 1608.0 1192.8 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1732.0 2.13 3689.2 Under Attic 19.0 1883.0 2.82 X 1.00 5310.1 Base Total: 1732.0 3689.2 As -Built Total: 1883.0 5310.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1732.0 14.31 24784.9 1732.0 14.31 24784.9 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 7874.1 Summer As -Built Points: 34989.3 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 34989.3 1.000 1.087 x 1.150 x 1.00) 0.283 0.950 11758.5 32874.1 0.4266 14024.1 34989.3 1.00 1.250 0.283 0.950 11758.5 z EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 F&RM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Detailsi ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1732.0 5.86 1826.9 Single, Clear NE 1.0 5.0 23.0 12.00 1.00 276.1 Single, Clear NW 1.0 5.0 23.0 12.23 1.00 280.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SW 1.0 5.0 32.0 9.22 1.02 300.4 Single, Clear SW 1.0 4.0 10.0 9.22 1.03 95.1 Single, Clear SE 1.0 3.0 10.0 8.34 1.09 90.8 Single, Clear SW 1.0 7.0 54.0 9.22 1.01 500.9 Single, Clear SE 1.0 5.0 23.0 8.34 1.03 198.0 As -Built Total: 207.0 2017.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 328.0 1.80 590.4 Concrete, Ext Insul, Exterior 3.0 1224.0 2.80 3427.2 Exterior 1280.0 2.00 2560.0 Frame, Wood, Exterior 11.0 56.0 2.00 112.0 Frame, Wood, Adjacent 11.0 328.0 1.80 590.4 Base Total: 1608.0 3150.4 As -Built Total: 1608.0 4129.6 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1732.0 0.64 1108.5 Under Attic 19.0 1883.0 0.87 X 1.00 1638.2 Base Total: 1732.0 1108.5 As -Built Total: 1883.0 1638.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1732.0 0.28 485.0 1732.0 0.28 485.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 600A-2001 WINTER CALCULATIONS i -- Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5391.0 Winter As -Built Points: 7979.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 7979.2 1.000 1.078 x 1.160 x 1.00) 0.446 0.950 4229.0 5391.0 0.6274 3382.3 7979.2 1.00 1.250 0.446 0.950 4229.0 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 1---1 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:. , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14024 3382 10256 27662 1 11759 4229 10495 26482 PASS y rp4 THH STq O. c+ ( VOJNnr a Q rti COD WE ¢ EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. SA-22 OTHER PRESCRIPTIVE MEASURES !must hp mpt or PYrPPdpd by all rPsidPnr_pc_1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear -double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ l a. Central Unit 4 _ b. N/A No _ 1732 ft' c. N/A 207.0 ft' _ 13. Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 ft' 0.0 ft' b. N/A R=0.0, 202.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1224.0 fl' _ R=11.0, 56.0 ft' _ b. N/A R=11.0, 328.0 ft' _ c. Conservation credits HR-Heat recovery, Solar DRP-Dedicated heat pump) R=19.0, 1883.0 ft' _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 170.0 ft _ RB-Attic radiant barrier, 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: -j2y1(ip Date: 4 1 ;zk_;5 Address of New Home: d4-4-COiD65MLF_ e t(VX E- City/FL Zip: 3AkAMiZD, FL. 32T4' 7- Cap: 36.0 I Btu/hr _ SEER: 12.05 Cap:36.0IcBtu/hr _ HSPF:7.65 _ Cap: 50.0 gallons _ EF: 0.86 PT, _ oQTBE srgr O lnl c a NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. !fyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarn"designation), y your home may qualms for energy efficiency mortgage (EEM incentives ifyou obtain a Florida Energy Gauge Rating. I Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf. edufor 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) 4. RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 1732 . bld For: D . R . HORTON By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 70 Deg F Design TD: i 32 Deg F HEATING SUMMARY Bldg. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 29416 Btuh INFILTRATION Method Simplified Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 1732 1732 Volume (cu.ft.) 13856 13856 Air Changes/Hour 0.8 0.4 Equivalent CFM 185 93 11/16/98 Job # 1732 Wthr Orlando —AP FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 75 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 Grains Water 44 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 22883 Btuh Ventilation 990 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 23873 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1380 Btuh Ventilation 1496 Btuh Infiltration 2769 Btuh Tot Latent Equip Load 5645 Btuh Total Equip Load 29518 Btuh HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANE Make TRANE Model Model Type Type Efficiency / HSPF 6.90 COP/EER/SEER 10.30 Heating Input 0 Btuh Sensible Cooling 35500 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuli Heating Temp Rise 0 Deg F Total Cooling 35500 Btuh Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor. 0.041 CFM/Btuh Cig Air Flow Factor 0.052 CFM/Btuh Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: VI 3 .0 . 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: 1732 File name: 1732 . bld Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* I. Winter Infiltration CFM 0. 8 AC/HR x 13856 Cu.Ft. x 0.0167 = 185 CFM 2. Winter Infiltration Btuh 1.1 x 185 CFM x 32 Winter TD = 6516 Btuh 3. Winter Infiltration HTM 6516 Btuh / 245 Total Window = 26.6 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* I. Summer Infiltration CFM 1 0.4 AC/HR x 13856 Cu.Ft. x 0.0167= 93 CFM 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 SummerTD = 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window = 7.5 HTM and Door Area l Procedure C - Latent Infiltration Gain l 0.68 x 44 gr.diff. x Procedure D - Equipment Sizing Loads 93 CFM = 2769 Btuh 11/16/98 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 SummerTD 990 Btuh Sensible Load for Structure (Line 19) 22883 Btuh Sum of Ventilation and Structure Loads 23873 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff. 1496 Btuh Internal Loads = 230 x 6 No. People 1380 Btuh Infiltration Load From Procedure C 2769 Btuh Equipment Sizing Load - Latent 5645 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3 .0 . 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J III 1732 Job# 1732 Zone: Entire House 11/16/98 AA.IIAII I A I. 7.1, Cd RIGHT -I: 3 n 17 cirri i nzi s I Name of Room Entire House BR 4 FAM LAUNDRY 2 Running Ft. Exposed Wall I 202.0 Ft. I 29. 0 Ft. 41 . 0 Ft. 7. 0 Ft. 3 Room Dimensions, Ft. 0.0 t. 13.5 s 12.0 Ft. 20.0 .c 20.0 Ft. 7.0 x 9. 0 Ft. 4 Ceiings.Ft Condit. Option S.0 1 heat/cool d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area BIUIt EXPOSURE NO. Hig Clg Length Hit; Cig Length Hig Clg Length Hig Clg Length Hig CIg 5 Gross a 14C 2.5 1.1 1224 232 112 0 •••• Exposed b 12C 2.9 1.9 56 0 56 0 Walls and c 13C 3.2 1.2 321 0 152 56 Partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 r 0.0 0.0 0 o o o G Windowsnnd n 1C 37.0 153 5655 23 850 23 850 0 0 Glass Doors b BC 37.0 59 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 i 0 0 7 Windows and North 22.0 19 429 0 0 0 0 0 0 Glass Doors NE/NW 41.0 46 1886 23 943 23 943 0 0 Cooling FJW 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 142 6934 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 0 0 0 20 294 199 18 265 179 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 1017 2106 1120 209 515 230 89 219 98 0 0 0 Exposed b 12C 2.9 1.9 36 104 70 0 0 0 36 104 70 0 0 0 Walls and c 13C 3.2 1.2 310 977 363 0 0 0 152 479 178 38 120 44 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1883 3194 4192 162 275 361 400 678 890 63 107 140 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 II Floors a 22A 25.9 0.0 202 5236 0 29 752 0 41 1063 0 7 181 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 245 6516 1833 23 612 172 43 1144 322 18 479 135 13 Subtot Built Loss=6+8..+11+12 26742 3003 4831 1152 14 Duct Built Loss 10% 2674 101% 300 10•/ 483 10% 115 15 Total Built Loss = 13+14 29416 3304 5314 1267 16 Int. Gains: People @ 300 6 1800 0 0 4 1200 0 0 Appl. n 1200 2 1800 0 0 0 0 1 600 17 SubtotRSHGaiIt=7+8..+12+IG 20803 1706 3900 1090 I8 Duct Built Gain 10°/ 2080 10•/ 171 1V/ 390 10% 110 19 Total RSH Gain=(17+18)•PLF 1.00 22883 1.00 1876 1.00 4290 1.00 1208 20 CFM Air Required 1200 1200 1 135 98 1 217 225 52 63 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 wi i. mi. cd DII:uT_L 3 n 17__ _- SIN 10315 Name of Room BR 2 BR 3 M/BR M/BTH 2q3I Running Ft. Exposed Wall 27 . 0 Ft. 11.0 Ft. I 32.0 Ft. 10. 0 Ft. Roan Dimensions, Ft. 13.0 x 12.0 Ft. 11. 0 x 15. 0 Ft. 13.0 x 17.0 Ft. 10.0 x 15. 0 Ft. 4 Ceiings,Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btu) EXPOSURE NO. Htg CIg Length Htg Clg Length Htg CIg Lengli Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 96 88 256 80 Exposed b 12C 2.9 1.9 0 0 0 0 Walls and c 13C 3.2 1.2 120 0 0 0 Partitions d 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and n 1C 37.0 16 591 16 591 32 1183 10 370 Glass Doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and Nortln 22.0 2 44 2 44 4 89 2 35 Glass Doors NE/NW 41.0 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 14 685 14 685 28 1370 8 413 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b I 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 80 197 88 72 177 79 224 552 247 70 172 77 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 120 378 140 0 0 0 0 0 0 0 0 0 11.:rtitions 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 r 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 156 265 347 165 280 367 221 375 492 150 254 334 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 27 700 0 11 285 0 32 829 0 10 259 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 JbIc 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 16 426 120 16 426 120 32 851 239 10 266 75 13 Subtot Built Loss=6+8.+11+12 2556 1759 3790 1322 14 Duct BtulnLoss 10•/ 256 10% 176 10•/ 379 10'/ 132 15 Total Btuh Loss = 13+14 2812 1935 4169 1454 16 Int.Gains: People© 300 0 0 0 0 1 300 0 0 Appl. a 1200 0 0 0 0 0 0 0 0 17 SubtotRSHGain=7+8,.+12+16 1425 1296 2737 933 I8 DuctBttthGain 10•/ 142 10°/ 130 10% 274 10% 93 19 Total RSH Gain=(17+18)•PLF 1.00 1567 1.00 1425 1.00 3011 1.00 1027 20 CFM Air Required 115 82 1 79 75 1 170 158 59 54 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 n i i c is i, nil c v I Name of Room BTH KICTHEN DINING 2 Running Ft. Exposed Wall 0. 0 Ft. 31 . 0 Ft. I 14. 0 Ft. Ft. 3 Room Dimensions, Ft. 9.0 x 10.0 Ft. 16.0 x 14.0 Ft. 14.0 x 18.0 Ft. x Ft. 4 Cciings. R Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST I ITM Area Built Area Binh Area Btuh Area Built EXPOSURE NO. Htg Clg Length Htg Clg Len6th Htg CI6 Length Htg Clg Lenbnh Htg Clg 5 Gross a 14C 2.5 1.1 0 248 112 Exposed It 12C 2.9 1.9 0 0 0 Walls and c 13C 3.2 1.2 0 0 0 Partitions d 0.0 0.0 0 0 0 f 0. 0 0. 0 0 0 p 6 Windows and a 1C 37.0 0 0 10 370 23 850 Glass Doors b 8C 37.0 0 0 54 1996 0 0 Heating c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 22.0 0 0 7 153 3 64 Glass Doors NE/NW 41.0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 49.0 0 0 57 2795 20 985 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 101314.7 9.9 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 0 0 0 184 453 203 89 219 98 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 1 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 90 153 200 224 380 499 252 427 561 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 II Floors a 22A 25.9 0.0 0 0 0 31 804 0 14 363 0 0.0 0.0 0 0 0 0 0 0 0 0 0 JbIc 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 0 0 0 64 1702 479 23 612 172 13 Subtot Mull Loss=6+8..+I I+12 153 5704 2471 14 Duct Btuh Loss 10°/ 15 10•/ 570 10% 247 15 Total Buth Loss= 13+14 168 6275 2718 16 Im.Gains: People a 300 0 0 0 0 1 300 Appl. « 1200 0 0 1 1200 0 0 17 Subtot RSH Gain=7+8..+12+16 200 5328 2180 18 Duct Bath Gain 10•/ 20 10°/ 533 10°/ 218 19 Total RSH Gain=(17+18)•PLF 1..00 220 1 .00 5861 1.00 2398 20 CFM Air Required 7 12 1 256 307 1 111 126 Printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 SIN 10315 RIGHT-J WINDOW DATA Job i#: 1 ) 1732 File name: 1732. bld 11/16/98 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R BR 4 a n ne a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 FAM a n nw a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 LAUNDRY BR 2 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 BR 3 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 M/BR a n sw a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 32.0 4.0 M/BTH a n sw a c n n d y 1 90 1.0 1.0 1.0 4.0 49.0 10.0 1.6 BTH KICTHEN a n se a c n n d y 1 90 1.0 1.0 1.0 3.0 49.0 10.0 2.1 b n sw a c n n d y 1 90 1.0 1.0 1.0 7.0 49.0 54.0 4.9 DINING a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 23.0 2.9 J• 60A d— t. `°° N1 Must have a minimum clearance of I inches around the air handier per the State Energy code. All duct has an r_6 insutation value. 1 t Co q V Rating zO N m o •• .. > J Q H Co z F Q J O 7mCJtf)00 Q x w MiTek® February 17, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, Fl. 333314627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I3041476 thru I3041496. Total : 21 drawings. Job :DR] 73213a- F Builder : D.R. HORTON Location : BAKERS CROSSING, LOT County : SEMINOLE 3 '> Truss Engineer :Junaidie Budiman, PE # 45161. Address : 16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. 4 ——' February 17, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of thiscomponent for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1732D Trusses included=21 0,"\DR1732D\a.tre" 13041476 1,"\DR1732D\a1Are" 13041477 2,"\DR1732D\a11.Ve" 13041478 3,"\DR1732D\a13Are" 13041479 4,"\DR1732D\a15Are" 13041480 5,"\DR1732D\a17Are" 13041481 6,"\DR1732D\a19Are" 13041482 7,"\DR1732D\a2Are" 13041483 8,"\DR1732D\a7Are" 13041484 9,"\DR1732D\a9Are" 13041485 10,nDR1732D\ag1Are" 13041486 11,"\DR1732D\ag2.Ure" 13041487 12,"\DR1732D\bgAre" 13041488 13,"\DR1732D\cgAre" 13041489 14,"\DR1732D\ Are" 1 3041490 15,"\DR1732D\ 2.tre" 1 3041491 16,"\DR1732D\kAre" 13041492 17,"\DR1732D\IAre" 13041493 18,"\DR1732D\mAre" 13041494 19,"\DR17320\sAre" 13041495 20,"\DR1732D\sl.tre" 13041496 No. 45161 " rr d0.; STATE OF Y O R t0*t March 22, 2002 AwARMNo - ver{fy design pamm rtom and R&w Norms oN rms AND immm c aWJC BEFORE USE. Design valid tot use only with MRek connectors. This design is based only upon parameters shown, and is for on IndWuol building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to insure doblUly during construction is the responsibility of the erector. Additional permanent bracing of the oveta5 structure is the responsibility of the building designer. For general guidance regarding fobrkotlon, quality control storage, de0veiy, erection and bracing, consult QST-fta Quality Standard, OSS-50 Bracing Specification, and HIB-al WIHandlingInstatllnpandBracingRecommendationavailablefromTiussPlateInstitute, 593 D'Onohlo Drive, Modison, Wl53719. 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. o For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of a0trussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall 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 Indicates location of joints at which bearings (supports) occur. FORM018.019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N MiTeke RO,A/R O 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 Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. sl Job russ I russ I ype ty y 130414761DR1732DAROOFTRUSS121 optional) s Aug e n ustnes,Inc. Fri Mar age j- 0-p 7-1-3 13-6-10 20-0-0 26-5-6 32-10-13 40-0-0 41-0;0 1- 0-0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1-0-0 Scale 1:70. 5x8 = 5. 00 (T'£ 5 5x8 5x8 c 4 8 2x4 2x4 ii cc 3 7 2 8 9d sit3x8 = 14 13 12 1110 3x8 - 3x4 = 3x8 = 3x8 = 3x4 = 3x8 - 10- 3-14 20-0-0 29-8-2 40-0-0 10- 3-14 9-8-2 9-8-2 10-3-14 Plate Offsets -4-[8:0-4-2,0-1-81 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.83 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.96 Vert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min Well = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS ( lb/size) 2 = 1951 /0-8-0, 8 = 1951 /0-8-0 Max Harz 2 = 224(load case 4) Max UPIift2=-984(load case 4), 8=-984(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3=-3712, 3-4 =-3344, 4-5 =-2353, 5-6 =-2353, 6-7 =-3344, 7-8--3712, 8-9 =14 BOT CHORD 2-14=3394, 13-14=2825, 12-13=2825, 11-12=2825, 10-11 =2825, 8-10=3394 WEBS 3-14=-409, 4-14=535, 4-12=-865, 5-12=1329, 6-12=-865, 6-10=535, 7-10=-409 NOTES ( 5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II 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 984 lb uplift at joint 2 and 984 lb uplift at joint 8. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 51 Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. 13 Dtd LOADCASE(S) Standard v! NO, 45161 rTATE OF 0;kN % yQ R 1016'f' 1. March 22,2002 AwARlmmc; - veryk design pwurneters and READ AToms ON7ws mD RenRs6 smt! Bz"Ra um. Design valid tot use only with MRek connectors. This design Is based only upon parameters shown, and If for on IndK4 dual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component b tesponslbwfy of building designer • not flu$$ designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the responslbllity of the erector. Additional permanent brbcdng of the overall structure Is the responsibWty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consul) QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling tnstalldna and Bracing RecommendatlonavaBable from Truss Plate Institute, 593 D'Onoftlo Drive, Madison, WI53719. M iTek® 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.. TOP CHORDS 2. Cut members to bear tightly against each2 " other. 0 WEBS J5 a: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 O d at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords licesP o at 1/4 panel length(' 6" from adjacent joint.) ce C, U6 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/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, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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 MiTek® engineer, , 15. Care should be exercised in handling, IIPAPI NEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. r CLIP FORM016,019 ago—L ® #fMpa. IR ® f. o'Truss truss type ty y 13041477 DR1732D Al ROOF TRUSS 1 1 optionap F[—,MiTek Industries, Inc. 4.201 SR1 s ug 20 2001 Mi rek Industries, Inc. Fri Mar age 13-3-12 0- 4-10-0 9-0-0 13-2-0 20-0-0 26-5-6 32-10-13 40-0-0 4 -0-0 1-0-0 4-10-0 4-2-0 4-2-0 04-'12 6-8-4 6-5-6 6-5-6 7-1-3 ° 0 1:72.4 5x6 = 5.00 FTY 6 3A i 5x6 5 7 5x8 G a 2A 2A 8 3 2 8 lo— e1 1 15 la d 6x8 = d d 6x10 14 13 12 11 x 2 T50 j`TT 5x6 = 3x8 = 3x6 - 3xa c 6-11-0 13-2-0 20-0-0 30-7-7 40-0-0 6-11-0 6-3-0 6-10-0 10-7-7 9-4-9 Plate Offsets e , LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.90 Vert(LL) 0.51 14 >926 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.94 Vert(TL) -0.89 11-13 >531 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.35 9 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No. 1D •Except• TOP CHORD Sheathed. 6-7 2 X 4 SYP No.2D, 7-10 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-7-2 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* WEBS 1 Row at midpt 4-14, 5-13, 7-13 2-15 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2=2230oad case 4) Max Uplift 2 = -983(load case 4), 9=-983(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-6791, 3-4=-6695, 4-5=-3133, 5-6=-2353, 6-7=-2353, 7-8=-3439, 8-9=-3734, 9-10=14 BOT CHORD 2-15=6270, 14-15=4382, 13-14=2879, 12-13=2814, 11-12=2814, 9-11 =3414 WEBS 3-15=43, 4-15=2970, 4-14=-1871, 5-14=481, 5-13=-921, 6-13=1322, 7-13=-851, 7-11 =612, 8-11=-383 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure 8 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 `p1 13 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. Q IF/',q'•..Gf'A 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 983 Ib uplift at joint 2 and L.• !! 983 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEJ145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. :' No. 4•51617) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. -0 d' STATE OF .• 01LOADCASE(S) Standard L March 22,2002 Q wm mlTa - verjj} design pana+neters and R&AD Noires ox rms AND REYERse sms sE"its use. Design valid lot use only with Mfiek connectors. This design b based only upon parameters shown, and Is to an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown b lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the etector. Additional permanent btbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding tabrloatlon, quality control, storage, delivery, etectlon and bracing, consull OST-EE Quality Standard, OSS-89 Bracing Specification, and HIB-91 Handllna Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property e J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each 4 x 2 orientation, locateFor o G , i joint and embed fully. Avoid knots and wane plates/a" from outside edge of d o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices u v ce o r at /4 panel len th 6 from adjacent oint. 9 (+ 1 joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. mi! MiTek® TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO,A/R Job russ I russ I ype ty y 13041478 DR1732D A11 ROOF TRUSS 1 1 1 optional) MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 miTekindustries, Inc. Fri Mar age I-0-p 5-9-14 11-0-0 17-0-0 23-0-0 29-0-0 34-2-2 40-0-0 4j-0,0 1-0-0 5-9-14 5-2-2 6-0-0 6-0-0 6-0-0 5-2-2 5-9-14 1-0-0 Scale - 1:71. 5x6 = 5x6 = 5x8 = 3x4 = 4 5 6 7 5.00 FTZ- 2x4 2x4 ip 3 8 2 8 1 106d 3x8 = 15 14 13 12 11 3x8 = 4x6 - 3x4 = 3x8 - 3x8 - 3x8 = 11-0-0 20-0-0 29-0-0 1 40-0-0 11-0-0 9-0-0 9-0-0 11-0-0 Plate Offsets -1- e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.64 11-13 >740 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 4-6-9 oc bracing: 9-11. REACTIONS (Ib/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2=-134(load case 5) Max Uplift2 = -1 082(load case 4), 9=-930(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10= 14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 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 adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1082 lb uplift at joint 2 and 930 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 1Dt 13 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. .. vG, • LOAD CASE(S) Standard ; No. 45161 STATE OF e l1 4 0 96*` ANAL March 22,2002 AWAJtNMG - Ver(N design pa,asneten and READ NOTES ONTH7S AND REVERSE SWE BEFORE USE. Design valid tot use only with Mffek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 Handling Installing availableandBrocdngRecommendation from Truss Plate institute, 593 D'Onofrb Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2Q other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz , ; ; Q joint and embed fully. Avoid knots and wane plates/ a" from outside edge of o a _ 4. at joint locations. truss and vertical web. a o Unless otherwise noted, locate chords laces Pat I14 length(+ 6" from cepaneladjacent 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 ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MtTek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of 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 A. FORM016, 019 erection and installation of trusses. 1993 Mitek Holdings, Inc. CPALIPNELago- ti'wL NYDRO,AIR® Job I russ I russ Type ty y 13041479 DR1732D A13 ROOF TRUSS 1 1 optional) F17ViTek Industries, Inc. 4.201 SR1 s Aug 2o 2ool mi rek Industries, Inc. Fri Mar age j-0-p 6-9-14 13-0-0 17-8-0 22-4-0 27-0-0 33-2-2 40-0-0 41-0;0 1-0-0 6-9-14 6-2-2 4-8-0 4-8-0 4-8-0 6-2-2 6-9-14 1-0-0 Scele o 1:71.3 5x8 = 3x4 = 3x4 = 5x8 = 4 5 6 7 5.00 rt'F 3x4 i 3x4 3 8 2 9 1 totogbd 3x8 = 17 16 15 14 13 12 11 3x8 = 2x4 II 3x6 = 3x4 = 3x8 = 2x4 II 3x8 - 3x8 - 6-9-14 13-0-0 20-0-0 27-0-0 33-2-2 40-0.0 6-9-14 6-2-2 7-0-0 7-0-0 6-2-2 6-9-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) 0.35 14 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.52 14-16 >910 BCLL 0.0 Rep Stress Incr YES W8 0.61 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 206lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2-9-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Harz 2=-154(load case 5) Max Uplift 2=-1065(load case 4), 9=-896(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3810, 3-4=-3144, 4-5=-2923, 5-6=-3291, 6-7=-2923, 7-8=-3144, 8-9=-3810, 9-10=14 BOT CHORD 2-17=3483, 16-17=3483, 15-16=3262, 14-15=3262, 13-14=3262, 12-13=3262, 11-12=3483, 9-11 =3483 WEBS 3-17=128, 3-16=-640, 4-16=807, 5-16=-532, 5-14=75, 6-14=75, 6-12=-532, 7-12=807, 8-12=-640, 8-11 =128 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSl95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1065 lb uplift at joint 2 and 896 lb uplift at joint 9. \Di 13UQ/ 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE/l45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. S LF/,`•,f' 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. :.GC'.P 1• LOAD CASE(S) Standard * • No. 4.5161 s. STATE OFOAORtO* L March 22,2002 A WARNING - verM design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsiblpty of building designer - not truss designer. Bracing shown Is for loterai support of Individual web members only. Additional temporary bracing to Insure stablBty during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrloatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSS-60 Bracing Specification, and MIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohlo Drive, Madison, WI5371 V. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . 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 eachc2c3 other. O WEBS , J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate O C30s ' ; joint and embed fully. Avoid knots and wane plates I/8" from outside edge of o a ^ _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices I/4at panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 HMRO.AIR® Job Truss I russ I ype ty y 13041480 DR1732D A15 ROOF TRUSS 1 1 optionall I e Industries,Inc. sAug r e n ustnes, Inc. Fri Mar age j-0-p 7-9-14 15-0-0 20-0-0 25-0-0 32-2-2 40-0-0 4a-0;0 1-0-0 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 1-0-0 Scale - 1:71. 5x8 = 5.00 rTT 3x4 = 5x8 - 4 5 8 5x8 3 QOj729d1 3x8 = 13 12 11 10 3x8 = 2x4 II 5x8 = 5x8 = 2x4 II 7-9-14 15-0-0 25-0-0 32-2-2 40-0-0 7-9-14 7-2-2 10-0-0 7-2-2 7-9-14 Plate Offsets 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.65 11-12 >725 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No. 1D 'ExceptTOP CHORD Sheathed. 4- 6 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-0 oc bracing. BOT CHORD 2 X 4 SYP No.213 WEBS 2 X 4 SYP No.3 REACTIONS ( Ib/size 2 = 1951/0-8-0, 8 = 1951/0-8-0 Max Horz 2=-174(load case 5) Max Uplift 2=-1045(load case 4), 8=-925(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2 =14, 2-3 =-3712, 3-4 =-2926, 4-5=-2706, 5-6 =-2706, 6-7 = -2926, 7-8=-3712, 8-9 =14 BOT CHORD 2-13=3399, 12-13=3395, 11-12=2849, 10-11 =3395, 8-10=3399 WEBS 3-13=147, 3-12=-767, 4-12=677, 5-12=-231, 5-11 =-231, 6-11 =677, 7-11 =-767, 7-10-147 NOTES ( 6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1045 lb uplift at joint 2 and 925 lb uplift at joint 8. 5) This truss has been designed with ANSI1TPI 1-1995 criteria. 1 r` 6) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. t13 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.+`QQ jj C LOADCASE( S) Standard No. 4-5161 ' 0 '; STATE OF ,.• Ok 41 yQ Ri0• Vs%vAti ' March 22,2002 A WAJUMVO - Ver(& design panzrrssters and ream NOTES ON TMS AND RE VERSESME BEFORE e751E. Design valid for use only with MITek connector. This design Is based only upon parameters shown, and b for an Individual building component to be Installed and loaded vertbally. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responslblilty of the building designer. For general guidance regarding fabrication, quality controL storage, delivery, erection and bracing. consutl Q$7- 8 Quality Standard, DSB•89 Bracing Specification, and HIB-91 Handling Installinq and Bracing Recommendatlon availfrb able fromTrussPlateinstitute, Sea D'OnoDrive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2c3 other, o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - Q joint and embed fully. Avoid knots and wane plates from outside edge of o_ d V at joint locations. dtrussand vertical web. a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from caVpaneladjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in it 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 MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of 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, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 G1Ar-= tYAJL ® HY Q01 R ® Job I russ truss lype ty y 13041481 DR1732D A17 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SR 1 s ug 20 2001 mi rek Industries, Inc. Fri Mar age j-0-p 6.1.3 11-6-10 17-0-0 23-0-0 28-5-6 33-10-13 40-0-0 43-0.0 1-0-0 6-1-3 5-5-6 5-5-6 6-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale - 1:71.4 5x8 = 5x8 - 5.00 FTT 5 8 3x4 i: 3x4 4 7 5x8 m:- 5x8 3 8 2 9 1 10- 3x8 = 18 15 14 13 12 11 3x8 = 3x4 = 3x8 = 3x8 = 3x4 = 3x8 = 3x4 = 8-9-14 17-0-0 23-0-0 31-2-2 40-0-0 8-9-14 8-2-2 6-0-0 8-2-2 8-9-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loci I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.29 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.51 11-13 >921 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 208lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 - 1951 /0-8-0 Max Harz 2 = 194(load case 4) Max Uplift2 = -1 023(load case 4), 9=-951(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3806, 3-4=-3512, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3512, 8-9=-3806, 9-10=14 BOT CHORD 2-16=3475, 15-16=3028, 14-15=3028, 13-14=2494, 12-13=3028, 11-12=3028, 9-11 =3475 WEBS 3-16=-316, 4-16=438, 4-14=-722, 5-14=613, 6-14=-0, 6-13=613, 7-13=-722, 7-11 =438, 8-11 =-316 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 lb uplift at joint 2 and 951 lb uplift at joint 9. 5) This truss has been designed with ANSI/rPI 1-1995 criteria. `Di 1/ A FL6) Truss Engineer: Junaidie Budiman, PE/145161. Address: 16472 Segovia Cir. N., Pembroke Pines, 33331. 71 THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. ` F/C LOAD CASE(S) Standard t ' No. 4.5161 STATE OF OR March 22,2002 AWARNING - Ver(y design pararrseters and REM NOTES ON IMS AND REVERSE SWE HEPORE USE. somanis Design valid for use only with MiTek connectors. This design is based only upon parameters shown• and is tot on Individual building component to be Installed and boded vertually. Applicabilityty of design parameters and proper Incorporation of component responsibility of building designer - not truss Eldesigner. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stabillty during construction is the responsibility of the erector. Additional permanent btbcing of the overall structure is the responslblIlty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consull QST•811 Quality Standard, DSB•89 Bracing Specification, and HIB•91 M iTek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, SS3 D'Onofrb Drive, Madison, WI5371 V. Symbols PLATE LOCATION AND ORIENTATION 13/1, *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate 1: plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MfTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, mi! MiTek® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane oz at joint locations. a 4. Unless otherwise noted, locate chord splices o at'/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 OfMRO,A/R Job1 I russ I russ I ype ty i y 13041482 DR1732D A19 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 miTekIndustries, Inc. Fri Mar age 1-0-p 6-9-3 12-10-10 19-0-0 ,21-0-0, 27-1-6 33-2-13 40-0.0 41-0;0 1-0-0 6-9-3 6-1-6 6-1-6 2-0-0 6-1-6 6-1-6 6-9-3 1-0-0 Scale - 1:71.3 5x8 = 5x8 = 5 8 5.00 rIT 3x4 i:, 3x4 4 7 5x8 i 5x8 3 8 DO y 9 1 10abb 3x8 = 15 14 13 12 11 3x8 = 5x8 = 5x8 - 3x4 - 3x4 - 3x8 = 9-9-14 19-0-0 ,21-0-01 30-2-2 40-0-0 i 9-9-14 9-2-2 2-0-0 9-2-2 9-9-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.37 14-15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-15 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min Well = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2 = 214(load case 4) Max Uplift 2=-999(Ioad case 4, 9=-975(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-15=3523, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-15=-408, 4-15=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 999 lb uplift at joint 2 and 975 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: D Junaidie Budiman, PE/145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. , [7D1 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. G` jF%CRr• ; vLOADCASE(S) Standard No. 45161 ccy STATE of ; cv March 22,2002 Aw., RMWO - Vert& design pamnseten and Rand Horan ON TWS AND REVMSE SWE BAPORa USE. sonessodD Design valid tot use only with MRek connectors. This design is based only upon parameters Mown, and is tot an Individual buDding component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is lWBtesponsty of butlding designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding tobrloatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-80 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate institute. 583 D'Onoftlo Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS JS cc 0 0 V+' ; Cr a O U a ce c u 0O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4000 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 MiTeke TM PANEL CLIP 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 befter than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 HYDRO -AIR Job I russ I russ I ype ty y 13041483 DR1732D A2 ROOF TRUSS 2 1 optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s ug d e n ustries, Inc. Fri Mar age j-0-p 7-2-8 13-9-0 20-0-0 31-6-9 27-5-6 33-4-13 40-0-0 1? -_0- 40 1-0-0 7-2-8 6-6-8 6-3-0 1-6-0 5-11-6 5-11-6 6-7-3 1-0-0 Scale = 1:71. 5x8 = 5 3x4 II 5.00 rTT 6 3x4 3x4 4 7 5x6 : 5x6 c 3 17 16 6x8 —15 8 8x — 8x8 = 2 9 1 19 ai 10je d 5x12 - d 3x6 n 18 14 13 12 11 3x8 = 2 50fT2- 2x4 II 2x4 II 5x8 = 2x4 II 13-4.0 8.2.0 6-11-0 13-9-0 19-0-0 21-6-0 1 27-5-6 33-4-13 1 40-0-0 6-11-0 6-10-0 5-3-0 2-6-0 5-11-6 5-11-6 6-7-3 Plate Offsets -1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) 0.16 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TLI -0.20 2-19 >999 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.04 16 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 237 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 4-16 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 687/0-8-0, 16 = 2437/0-4-0, 9 = 821 /0-8-0 Max Horz 2 = 223(load case 4) Max Uplift 2 = -415(load case 4), 16=-1061(load case 4), 9=-645(load case 5) Max Grav 2 = 693(load case 6), 16 = 2437(toad case 1), 9 = 986(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 24, 2-3=-1483, 3-4 = 29, 4-5 =1883, 5-6 = 964, 6-7 = 882, 7-8 =-487, 8-9=-1226, 9-10 = 29 BOT CHORD 2-19=1308, 18-19=-22, 16-17=-122, 15-16=-1059, 13-15=102, 6-15=-104, 13-14=0, 12-13=3, 1 1-12 = 1035, 9-1 1 = 1040 WEBS 3-19=-364, 5-16=-2080, 12-15=474, 7-15=-1114, 7-12=131, 8-12=-738, 8-11 =151, 5-15=574, 17-18=53, 4-17=428, 3-17=-1298, 17-19=1517, 4-16=-1548 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer C ee should verify capacity of bearing surface. `DrG 134) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 lb uplift at joint 2, 1061 lb uplift at joint 16 and 645 lb uplift at joint 9. Q F %+'• . C4j;.. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. .G, 6 Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. No, 4.5161 LOAD CASE(S) Standard 'C3 STATE OF 0. tV Si..;ORI'D 0• •Ir7 March 22,2002 AwARmwc; - V r{ fy design paransetem and R&W NOMS ON THIS AND Ravartsa sma BEMRa USE. Design valid for use only with Mffek connectors. This design b based only upon parameters shown, and b for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB•91 Handling Installina and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *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. Y6 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachc2c other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , 3 ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of U O a „ _ at joint locations. truss and vertical web, o a o 4. Unless otherwise noted, locate chord splices at 114 length(+ 6" fromceCl06panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. , 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016, 019- NYDQ D R® 1 Job russ truss type ty P y DR1732D A7 ROOF TRUSS 1 2 13041484 optional) I a Industries,Inc. s ug I a Industries, Inc. Fri Mar age j-0-p 3-9-14 , 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 36-2-2 40-0-0 41-0;0 1-0-0 3-9-14 3-2-2 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 3-2-2 3-9-14 1-0-0 Scale 1:71.3 9x 17.5 M1116 = 9x17.5 MII16 = 4x6 = 7x8 = 4x8 = 2x4 II 5.00 PT 4 19 20 5 21 22 2E 24 25 726 27 28 8 29 30 9 2x4 2x4 4 3 10 2 tt 1 1 dd 3x8 = 18 31 32 17 33 34 356 36 37 198 39 40 14 41 42 13 3x8 = 3x4 = 5x6 = 3x8 = 2x4 II 6x10 = 3x4 - 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 40-0-0 7-0-0 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 7-0-0 Plate Offsets e , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 1.22 15-16 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.99 Vert(TL) -1.01 15-16 >467 M1116 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.30 11 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 440 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 4-6-4 oc purlins. 4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. BOT CHORD 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 3970/0-8-0, 11=3970/0-8-0 Max Horz 2=-92(load case 5) Max Uplift 2 = -3822(load case 4), 11 =-3710(Ioad case 3) FORCES IV - First Load Case Only TOP CHORD 1-2=29, 2-3=-8611, 3-4=-8850, 4-19=-12015, 19-20=-12016, 5-20=-12018, 5-21 =-13878, 21-22=-13878, 22- 23=-13878, 6-23=-13878, 6-24=-13878, 24-25=-13878, 7-25=-13878, 7-26=-12060, 26-27=-12060, 27-28=-12060, 8-28=-12060, 8-29=-12063, 29-30=-12061, 9-30=-12059, 9-10=-8844, 10-11=-8612, 11-12=29 BOT CHORD 2- 18 = 7724, 18-31 = 8229, 31-32 = 8229, 17-32 = 8229, 17- 33 =12016, 33-34=12016, 34-35=12016, 16-35 =12016, 16-36=13795, 36-37 =13795, 15-37=13795, 15-38 =13795, 38-39 - 13795, 39-40 = 13795, 14-40=13795, 14-41=8221, 41-42=8221, 13-42=8221, 11-13=7726 WEBS 3-18=520, 4-18=589, 4-17= 4324, 5-17=-1875, 5-16=2134, 6-16=-852, 7-16=95, 7-15=201, 7-14=-1988, 8- 14=-911, 9-14=4384, 9-13=586, 10-13=508 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not C pp n exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The `9iE 13 lumber DOL increase is 1.33, and the plate grip increase is 1.33 31 Provide adequate drainage to prevent water ponding. J TIF/+'•. 4) All plates are M1120 plates unless otherwise indicated. ' 4L ell:• 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3822 lb uplift at joint 2 and 3710 lb uplift at joint 11. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. No. 4.5161 wb 7) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. . STATE OF q r Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 0 41 Q R%o - ANAL March 22,2002 Continued on Dacie 2AWARMWC; - Ver(& destyn paraarterir and READ NOTES ON TMS AND REVERM SIDE BEFORE USE. Design valid for use onlywith Mffek connectors. this design Is based only upon parameters shown, and b for on Individual buBding component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult OST•88 Quality Standard, DSB•87 Bracing Specification. and HIB-91 M iTek® Handling Installing en and Bracing Recommendation available from Truss Plate Institute, 563 D'Onohio Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION t 3/. *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 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS cz c WEBSNooO pace c? BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE S12E The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko O ZA.\O PANEL TM CLIP FORM018,019 NYDRO,AIIRO 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 I/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I russ I russ I ype ty Ply 13041484 DR1732D A7 ROOF TRUSS 1 2 optional) MiTek Industries, Inc. s Aug 20 2001 Mi rek Industries, Inc. Fri Mar age NOTES (9) 8) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b down and 305.1lb up at 7-0-0, 159.51b down and 305.1lb up at 9-0-12, 159.51b down and 305.1lb up at 11-0-12, 159.5Ib down and 305.1lb up at 13-0-12, 159.51b down and 305.1lb up at 15-0-12, 159.51b down and 305.1lb up at 17-0-12, 159.51b down and 305.1lb up at 19-0-12, 159.51b down and 305.11b up at 20-11-4, 159.51b down and 305.1lb up at 22-11-4, 159.51b down and 305.1lb up at 24-11-4, 159.51b down and 305.1lb up at 26-11-4, 159.51b down and 305.1lb up at 28-11-4, and 159.51b down and 305.1lb up at 30-11-4, and 159.51b down and 305.11b up at 33-0-0 on top chord, and 625.11b down and 577.61b up at 7-0-0, 46.01b down at 9-0-12, 46.Olb down at 11-0-12, 46.0Ib down at 13-0-12, 46.0Ib down at 15-0-12, 46.Olb down at 17-0-12, 46.01b down at 19-0-12, 46.Olb down at 20-11-4, 46.0Ib down at 22-11-4, 46.Olb down at 24-11-4, 46.0Ib down at 26-11-4, 46.01b down at 28-11-4, and 46.Olb down at 30-11-4, and 625.1lb down and 577.61b up at 32-11-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 9) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase= 1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-9--74.0, 9-12=-74.0, 2-11 =-20.0 Concentrated Loads (lb) Vert: 4=-159.5 9=-159.5 18=-625.1 13=-625.1 19=-159.5 20=-159.5 21 =-159.5 22=-159.5 23=-159.5 24=-159.5 25=-159.5 26=-159.5 27=-159.5 28=-159.5 29=-159.5 30=-159.5 31 =-46.0 32=-46.0 33=-46.0 34=-46.0 35=-46.0 36=-46.0 37=-46.0 38=-46.0 39=-46.0 40=-46.0 41 =-46.0 42=-46.0 rp,E BUD M0.4.5161 0'0• STATE OF j ANAL March 22,2002 AwARmm - ver y design parametem and RzAD moms oxTms AND rtavaxsa Sma eavoRS UM. Design valid tot use only with MITek connectors. this design Is based only upon parameters shown, and Is for an IndMdual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsiblBty of buIWIng designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponsiblllfy of the erector. Additional permanent bracing of the overall structure Is the responslb0lfy of the bulid4g designer. For general guidance regarding fabrication, quality contioL storage, delivery, erection and bracing, consult CST-88 Quality Standard. 0SB-89 Bracing Specification, and HIB-91 iTek® ble from Truss Institute, 583 D'Onohb Drive• Madison, WI53719. Handling Installing and Bracing Recommendation ova0aPlate M Symbols PLATE LOCATION AND ORIENTATION 11/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 7- For 4 x 2 orientation, locate plates I /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c: c3 WEBS J5 0 0 O a ca w u r0 BOTTOM CHORDS Jt 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. 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 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTeke O PANEL TM CLIP 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. 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 anon -structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 Job I russ I russ I ype ty y 13041485 DR17320 A9 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SRI s kug 20 nes, Inc. Fri Mar age 1-0-2 4-9-14 9-0-0 14-6-0 20-0-0 25-6-0 31-0-0 35-2-2 40-0-0 4a-0-,0 1-0-0 4-9-14 4-2-2 5-6-0 5-6-0 5-6-0 5-6-0 4-2-2 4-9-14 1-0-0 Scale v 1:71. 5x6 = 5x8 - 3x4 = 5x8 - 3x4 - 5.00 rf 7- 4 5 6 7 8 2x4 2x4 3 9 2 10 1 1Thdd 3x8 = 17 16 15 14 13 12 3x8 - 3x8 = 4x6 = 3x4 = 3x4 - 4x6 - 3x8 - 9-0-0 16-4-0 23-8-0 31-0-0 40-0-0 9-0-0 7-4-0 7-4-0 7-4-0 9-0-0 Plate Offsets 1 e LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.52 15 >907 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 10 = 1951 /0-8-0 Max Horz 2 =1 14(load case 4) Max Uplift 2 = -1096(load case 4), 10=-963(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11=14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12 =1007, 9-12 = -237 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/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 1096 Ib uplift at joint 2 and 963 lb uplift at joint 10. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. G bb6) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. `piG 137) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. , •. cg., r.: G`v'IkFr,G LOAD CASE(S) Standard f : Flo. 45161 : ,k r` 0 : STATE OF •: WARMNO - v rVy design paminetem and R&W NOTES ON THIS MTD REVERSE SIDE BEFORE USE. Design valid tot use only with Mffek connector. this design Is based only upon parameten shown, and Is fof an individual building component to be Installed and loaded vertically. ApplicabBBy of design potometer and propet Incotpotatbn of component Is responslblBty of building deslgnet - not truss designer. Btacing shown Is tot lotetal support of IndNldual web members only. Additional temporary btocing to Insure stability duting conshuction Is the tesponsiblllty of the etectot. Additional petmonent brbcing of the overall shuctute Is the responsibility of the building designer. For general guidance tegarding tobtication, quality control, stotoge, dellvery, erection and bracing, consull OST-68 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling tnstalllna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftb Dttve, Madison, WI 53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow'Could Cause Property t3/. *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 eachC7Gother. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , 3 ; ¢ joint and embed fully. Avoid knots and wane plates from outside edge of L) O d y V at joint locations. truss andd vertical web. a o 4. Unless otherwise noted, locate chordsplices at I14 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 format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/ 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 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, 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 PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 010 MMRO,AIR® Job I russ truss type ty y 13041486 DR1732D AG1 ROOF TRUSS 1 1 to tionaq MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 mi rek Industries, Inc. Fri Mar age j -0-p 6-11-0 20-0-0 21-6-9 27-5-6 33-4-13 40-0-0 4 a -O ;0 1-0-0 6-11-0 13-1-0 1-6-0 5-11-6 5-11-6 6-7-3 1.0-0 Scale . 1:71. 5x6 = 5 3x4 11 5.00 (TT 6 4x8 4 5x8 5x8cch3x43188 x12 = SX10 — Bx8 - cc 3 II 2 9 6I 1 19 10 d 5x8 = d 3x6 18 14 13 12 11 3x6 c 2.50 rfT 5x8 = 13-8-0 6-11-0 13-8-0 18-10-0 21-6-0 27-5-6 33-4-13 40-0-0 6-11-0 6-9-0 5-2-0 2-8-0 5-11-6 5-11-6 6-7-3 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.14 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.17 2-19 >934 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.07 18 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 307 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-5 cc purlins. BOT CHORD 2 X 4 SYP No.2D *Except, BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 685/0-8-0, 18 = 500/0-8-0, 16 =1809/0-8-0, 9 = 951 /0-8-0 Max Harz 2=223(load case 4) Max Uplift 2 = -413(load case 4), 18=-427(load case 4), 16=-739(load case 5), 9=-630(load case 5) Max Grav 2 = 694(load case 6), 18 = 768(load case 6), 16=1809(load case 1), 9 = 957(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1472, 3-4=353, 4-5=987, 5-6=96, 6-7=-141, 7-8=-813, 8-9=-1544, 9-10=29 BOT CHORD 2-19=1299, 18-19=-11, 17-18=-439, 4-17=-171, 16-17=-325, 15-16=-380, 13-15=104, 6-15=-127, 13-14=0, 12-13=9, 11-12=1325, 9-11 =1330 WEBS 3-19=-240, 17-19=1427, 3-17=-1559, 4-16=-512, 5-16=-1571, 5-15=826, 12-15=862, 7-15=-622, 7-12=-127, 8-12=-726, 8-11 =150 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/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 Dj3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek \Dt 13 Standard Gable End Detail" 4) All are 2x4 M1120 indicated. plates unless otherwise Q IF/C'•. 5) Gable studs spaced at 2-0-0 cc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint 2, 427 lb 4.5161upliftatjoint18, 739 lb uplift at joint 16 and 630 lb uplift at joint 9. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. 9) Truss Engineer: Junaidie Budiman, PEt/45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. • crate 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. Q Fss ra to* AMA• LOAD CASE(S) Standard 1 March• 22,2002 A WARM C; - Ver{& design pasamsters and R&W NOTES ONTHIS AND REVERSE SME HEFOR!! USE. Design valid tot use only with MiTek connectors. this design Is based only upon parameten shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameten and proper Incorpotatlon of component Is responslblSty of building designer - not Ituss designer. Siccing shown b tot lotetal support of Individual web members only. Additional temporary btaclng to Insure Mobility during construction Is the tesponslblllty of the etectot. Additional petmonent brbcing of the overall structure b the responslbillty of the building cleslgnet. For general guidance regarding fabrloatlon, quality control, storage, delivery, etecilon and bracing, consult CST-88 Quality Standard, DSB•89 Bracing Specification, and HIS-91 Handling Installinq and Bracing Recommendation avallabb mftoTruss Plate Institute, 593 D'Onoftlo Ddve, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. -Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 723 2. Cut members to bear tightly against eachCa other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q joint and embed fully. Avoid knots and wane plates from outside edge of v o_ y at joint locations. truss and vertical web. d 0 a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from caCpaneladjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of 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 M iTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019 awa-L HYDRO -AIR® Job I russ I russ I ype ty y 13041487 DR1732D AG2 ROOF TRUSS 1 1 optional) 7=75PAN-T A, , I e Industries, Inc. s Aug 20 2001 Mi rek Industries, Inc. Fri Mar age 0-0-0 6-11.0 15-10-3 20-6-0 2 1-0-0 6-11-0 8-11-3 4-7-13 1-0-0 Scale - 1:40.0 4x8 II 6 3x4 II 5 7 8 Id 6x8 = 2x4 II 3.4 = 4x6 G 5x6 2x4 4 II 3 5.00 2x4 11 x II00II 2 2x4 11 125x8 - 1 2x4 II 2x4 II6 2x4 II 3x4 2.50 jTT 2x4 11 6-11-0 13-8-0 18-10-0 20-6-0 , 6-11-0 6-9-0 5-2-0 1-8-0 Plate Offsets -1 , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loci I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.13 2-12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.16 2-12 >986 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.07 11 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 128 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. 7-10 2 X 6 SYP No.2ND WEBS 1 Row at midpt 10-12, 4-10 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=707/0-8-0, 11=912/0-8-0, 9=458/0-8-0 Max Horz 2=408(load case 4) Max Uplift 2 = -353(load case 4), 11=-575(load case 4), 9=-331(load case 5) Max Grav 2=707(load case 1), 11=912(load case 1), 9=470(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1568, 3-4=-1392, 4-5=40, 5-6=252, 6-7=277, 7-8=33 BOT CHORD 2-12=1388, 11-12=-10, 10-11 =-850, 5-10=-241, 9-10=81, 7-9=-205 WEBS 4-12=-265, 10-12=1510, 4-10=-1337, 6-10=-372, 6-9=-327 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail' G f 4) Gable studs spaced at 2-0-0 oc. piG Bf O/ 5) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer ....... should verify capacity of bearing surface. FIC,;.f' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 2, 575 Ile ' .G•P i• uplift at joint 11 and 331 lb uplift at joint 9. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. Ir = 8) Truss Engineer: Junaidie Budiman, PE/l45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. P10, 4•51619) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASESTATE OFS) StandardQ '•• Q 66 o vaL March 22,2002 AWAMMO - V rid design pammeteril and READ Nose ON THIS AND RET+aRSE SWIG BAMRE USE. wise Design valid for use only with MITek connectors. This design b based only upon parameters shown, and b for on IndMduol building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component b responsibility of bupoing designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull QST•6E Quality Standard. DS11•89 Srocing Specification, and HIS-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onotrio Drive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 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 Mitek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS C7 c O WEBS Q0V ,Ir 00 0 OC9 C7 C6IJ5 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40:1, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N Im! 0 MiTek® O L,@ MYDRD,A/R TM PANEL CLIP 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 I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ truss type ty y 13041488 DR1732D BG ROOF TRUSS 1 1 optIonal) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 mi rek Industries, Inc —.Fr Mar age 1-0-0 5.8-6 10-9-0 15-9-10 21-6-0 z2-64 1-0-0 5-8-6 5-0-10 5-0.10 5-8-6 1.0-0 Scale - 1:39.4 4x6 4 2x4 II 2x4 II 5.00 FTY 2x4 II 2x4 11 3x4 3x4 2x4 113 5 2x4 II 2x4 11 o o 2x4 11 x II x II 0 2 n II rl 8 1 7 l8 3x8 —_ 31 32 33 10 34 35 369 37 38 8 39 40 41 3x6 - 2x4 11 2x4 II 2x4 11 2x4 II 2x4 II 3x8 - 2x4 II 2x4 II 7x8 - 2x4 11 2x4 II 5-8-6 10-9-0 1 15-9-10 21-6-0 5-8-6 5-0-10 5-0-10 5-8-6 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) 0.11 9-10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.17 8-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.05 6 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 139 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-8 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1469/0-8-0, 6 = 1418/0-2-0 (input: 0-1-8) Max Horz 2=133(load case 4) Max Uplift2 =-821 (load case 4), 6=-666(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-2700, 3-4=-1875, 4-5=-1875, 5-6--2769, 6-7=33 BOT CHORD 2-31 = 2407, 31-32 = 2407, 32-33 = 2407, 10-33 = 2407, 10-34 = 2407, 34-35 = 2407, 35-36 = 2407, 9-36 = 2407, 9-37 = 2488, 37-38 = 2488, 8-38 = 2488, 8-39 = 2488, 39-40 = 2488, 40-41 = 2488, 6-41 = 2488 WEBS 3-10 = 302, 3-9 - -817, 4-9 =1010, 5-9 = -906, 5-8 = 312 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" iE ,+ 4) Gable studs spaced at 2-0-0 oc. 5) WARNING: Required bearing size at joint(s) 6 greater than input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 821 Ib uplift at joint 2 and Q IF%C,q`•. 666 lb uplift at joint 6. •'G' r'; 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 81 Special hanger(s) or connectionls) required to support concentrated load(s) 59.O1b down and 28.81b up at 2-0-0, 66.61b * down and 46.51b up at 2-4-15, 66.61b down and 46.51b up at 4-4-15, 66.61b down and 46.51b up at 6-4-15, 66.61b No. 45161 down and 46.51b up at 8-4-15, 66.61b down and 46.51b up at 10-4-15, 66.61b down and 46.51b up at 12-4-15, 66.61b .Qdownand46.51b up at 14-4-15, 66.61b down and 46.51b up at 16-4-15, and 66.61b down and 46.51b up at 18-4-15, dand59.Olb down and 28.81b up at 19-6-0 on bottom chord. Design for unspecified connection(s) is delegated to the STATE OFDeb, building designer. ••• 9) Truss Engineer: Junaidie Budiman, PE/145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. (l •.•R Q R101THISDESIGNCONFORMSWITHFBC2001, BASED ON PARAMETERS INDICATED.yn ••s..s.••• IT aNAL LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase=1.33 March 22,2002 WARNING - VerVy design parameters andREAD NOTES ON TMS AND REVERSE SIDE BE/ORa USE. dD Design volld tot use only with MITek connectors. This design Is based only upon parameters shown, and Is tot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is tesponsibplty of building deslgnet - not truss designer. Biocing shown Is for loteial support of individual web members only. AddlIlonal temporary btaclng to Insure stability during construction Is the tesponsiblilty of the etectot. Additional permanent biiscing of the ovetaS structure Is the tesponslblilty of the building deslgnet. rot genetal guidance tegaiding tobrlcatlon• quality control, stotoge, delvery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation avaBfrom ableTruss Plate Institute, 5a3 D'Onoftlo DtNe, Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'i. *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 Wsecurely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2c other. o WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ;, , a joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromwC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensionsPLATESIZEshownindicateminimumplatingrequirements. 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 puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. , 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 MYORO,AZR® 1 Job I russ Truss Type ty y 13041488 DR1732D BG ROOF TRUSS 1 1 optional) 72— MiT!k Industries, Inc. 4.201 SRI s ug 20 7001 W ek Int-hict6ps, Inc. Fri Mar age LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4--74.0, 4-7=-74.0, 2-6=-20.0 Concentrated Loads (lb) Vert: 31 =-59.0 32=-66.6 33=-66.6 34=-66.6 35=-66.6 36=-66.6 37=-66.6 38=-66.6 39=-66.6 40=-66.6 41 =-59.0 E 8cQ No. 45161 a ' tlr • GCeSTATEOF ,. Si'• ti' O R t0*'•`1 L March 22,2002 AWARNINO - VerW design parameters and READ NOTES ON THIS AND REVERSE SMB BEdPORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is lot an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsiblty of building designer - not truss designer. Btacing shown is lot latetal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 663 D'Ononb Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. *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 eachc c other. O WEBS , J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - , ; Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of o a at joint locations. truss and vertical web. o 4. Unless otherwise noted, locate chords laces at I/4 length 6' frompanel adjacentjoint.) 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 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 perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M!Tek® engineer. 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 HMRO,AZR® Job I russ truss type ty y 13041489 DR17320 CG ROOF TRUSS 1 1 optional MiTek Industries, Inc. 4.201 SR1 s ug 20 20G1 MiTekIndustries, Inc. Fn Mar age 1-0-0 6-1 1-0 13-10-0 14-10-0 1-0-0 6-11-0 6-11-0 1-0-0 Scale 1:27.1 4x6 = 3 2x4 II 2x4 II 5.00 jTT 9 2 2x4 II 5xe - 2x4 II 4 11^^ 5 pdd 2.50 rVY 3.4 3x4 = 6-1 1-0 13-10-0 6-11-0 6-11-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.07 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.13 2-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.07 4 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 52 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 722/0-8-0, 4 = 722/0-8-0 Max Horz 2=-90(load case 5) Max Uplift2 = -391 (load case 4), 4--391(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1389, 3-4=-1389, 4-5=12 BOT CHORD 2-6 =1293, 4-6 =1293 WEBS 3-6=659 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 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/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. 51 Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. ` tC p O6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 2 and 9 G 13 391 lb uplift at joint 4. ...••••••..•• 7) This truss has been designed with ANSI/TPI 1-1995 criteria. , `Q 11F C,4j.,•Gf'A8) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. G • v 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. ' NO, 4.5161 ' LOAD CASE(S) Standard .a . >It e STATE OF S NAL A wARNINO - ver(& design parameterm and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. 1000 Design valid for use only with MITek connectors, this design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is, for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent brAcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and txoctng, consult QST•88 Quality Standard, DSB•BD Bracing Specification, and HIS•01 Handling Installing mnd andBracingRecomeallonavailable from Truss Rate Institute, 583 D'Onof to Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4 re-t i4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc? other. 3. Place plates on each face of truss at each oFor4x2orientation, locate QjointEMJ and embed fully. Avoid knots and wane plates/s" from outside edge of U o a4. at joint locations. truss and vertical web. a Unless otherwise noted, locate chords 11cesPoatI/4 panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM 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 rCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4000 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, , 15. Care should be exercised in handling, 11 TM erection and installation of trusses. PAPSNEL 1993 Mitek Holdings, Inc. CLIP FORM018,010 CLANG-tYAJL ® j#MgO,A/R® o russ truss type ty y 13041490 DR1732D J ROOF TRUSS 14 1 optional) MiTek Industries, Inc. 4.201 SR1 s Akug 20 2001 Mi Fek Industries, Inc. Fri Mar age 1-0-0 7-0-0 1-0-0 7-0-0 3 Scale 1:18.7 5.00 Fly 2 4 2z4 - 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.24 1-2 >69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min Well = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 234/Mechanical, 2 = 424/0-8-0, 4 = 66/Mechanical Max Harz 2 = 221(load case 5) Max Uplift 3 = -250(load case 5), 2=-168(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 75 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2 Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 3 and 168 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1p0E 113 Pic"-s''G No.45161 ,b r` STATE OF March 22,2002 A WARNING - Verljjy design parameters and READ NOTES ON TKJS AND REVERSE SWZ BEPORE USE. 1111111 Design valid tot use only with Wait connectors. This design is based only upon parameters shown, and is to an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorpoatlon of component is iespo sIblBty of building designer - not truss designet. Bracing shown is tot lotetal support of Individual web members only. Additional tempoary bracing to Insure stability during conshuctlon is the responsibility of the erects. Additional permanent btbcing of the oveta0 structure is the iesponslbNty of the building designer. Fat general guidance tegarding tobrloallon, quality control, stotoge, deBveiy, eiectlon and bracing, consuB CST•88 Quality Standard, OSB-89 Bracing Specification, and HIB•91 Handling Installing and Bm rocingRecommendationavailablefroTrussNote Institute, 583 D'Onohlo Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. * 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. e J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2a other. Q WEBSJ5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of O a _ at joint locations. truss and vertical web. 0 a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) cuC, CA 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 format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019 anwo-tia ® HYDRO,AZR ® Job Truss truss type ty y 13041491 DR1732D J2 MONO TRUSS 9 1 optional) FC'MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mir rek industries, Inc. Fri Mar age 1-0-0 2-0-0 1-0-0 2-0-0 2x4 II Scale 1:7. 3 5.00 jTz 2 L X 2x4 = 1 4 2x4 II 2-0-0 2.0-0 Plate offsets -1- LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.07 Vert(LL) n/a n/a M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 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/ANSI95 1 st LC LL Min I/defl = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 2-0-0 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. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=166/0-1-8, 4=87/0-1-8 Max Horz 2=90(load case 4) Max Uplift 2 = - 108(load case 4), 4=-61(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3 = -0, 3-4 =-68 BOT CHORD 2-4=0 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI1TPI 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 108 lb uplift at joint 2 and 61 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. UD/ 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED..`9i LOAD CASE(S) Standard 0- 0 STATE OF AN . , • NAL March 22,2002 AWAMwo • Dert& design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MITek connectors. This design is based only upon potameten shown, and is for an Individual building component to be Installed and boded vertlearty. Applicability of design parameters and ptopet Incotpaafbn of component is IesponslbWty of building designer - not truss deslgnet. Btacing shown is lot lateral support of Individual web membets only. Additional temporary bracing to Insure dabptty duting construction is the tesponsiblllty of the elector. Additional petmonent bracing of the overall structure is the tesponslbWfy of the building designet. For general guidance tegotding lobtkatbn, quality control. storage, dellvety, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Speclitcatlon, and HIS-91 Handling Installing and Bfr BracingRecommendationavailablefromPuss Rate Institute, 583 D'Onoftb Dtive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 1 3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ T 0 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MtTek/Gang-Nail Jolnt/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 40 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTeko O 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 Q joint and embed fully. Avoid knots and wane of 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. TN PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 HYDRO -AIR o russ truss type ty y 1304i492 DR1732D K ROOF TRUSS 4 1 optional) FE,-MiTek Industries, Inc. s Aug 20 2001 miTekIndustries, Inc. Fri Mar age 1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = 1:13. 5.00 Rr 2 1 4 2x4 - 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CST i DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) 0.08 1-2 > 210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min 1/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 155/Mechanical, 2=335/0-8-0, 4 = 46/Mechanical Max Horz 2 = 161(load case 5) Max Uplift3 = - 1 74(load case 5), 2=-152(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 21 Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 152 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard E13 tp/ loNo. 45161 ' 0- '. STATE OF O;k% % A' 0 Rt0''' SNALMarch 22,2002 AIVARMC; - Ver(fy design pamnl ecenrr and READ NUNS ON 7-1 Alm REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotporatlon of component is tesponsRHBty of building designer - not truss designer. Btocing shown is for lateral support of Individual web members only. Additional tempotory bracing to Insure stability during construction is the responslbillty of the erector. Additional permanent bNcing of the overall shucfure is the tesponslbBlty of the building deslgnet. For general guidance regarding fabrloallon, quality control, stotoge, delivery, erection and btacing, consull OST•88 Quality Standard, DSB•89 Bracing Specification. and HIB-91 Handling InstallIna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Drlve, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 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. Q WEBSW J5 3. Place plates on each face of truss at eacha*For 4 x 2 orientation, locate Qjoint and embed fully. Avoid knots and wane plates/e" from outside edge of a 7 o V at joint locations. truss and vertical web. aP4. Unless otherwise noted, locate chordslices I/ 4 ceC, u 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 J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018. 019 HYDRO -AIR 0 Job I russ I russ I ype ty y l 13041493 DR1732D L ROOF TRUSS 4 1 optional) FE,'MiTek Industries, Inc. 4.201 SR1 s ug itek Industries, Inc. Fri Mar age 1-0-0 3-0-0 1-0-0 3-0-0 3 Scale m 1:8. 5.00 FT£ 2 1 4 2x4- 300 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 0.11 Vert(LL) n/a - n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 69/Mechanical, 2 = 253/0-8-0, 4 = 26/Mechanical Max Horz 2 = 101(load case 5) Max Uplift 3 = -97(load case 5), 2=-144(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 3 and 144 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEfl45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard ptE BUp No. 4.51fi1 . STATE OF vS ONA1. March 22,2002 AwAtt mo - ver fy design panasnettem and Rmw ions ox Tws AND rtsymsa sma BH"Jta USE. 1DesignvalidforuseonlywithMffekconnectors. fhb design Isbased only upon parameters shown, and Isfor on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Btacing shown b for btetal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponsiblllty of the erector. Additional permanent brbcing of the overall structure Is the iesponslbNty of the buliding designer. For general guidance regarding fabrication. quality control. storage, delivery, etectbn and bracing, consuB OST-68 Quality Standard, OSS-89 Bracing Spectfleatlon, and HIB-41 Handling Installing and Bracing Recommendation available from Truss Piste Institute, 583 D'Onofrb Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcza other. o WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o U , ; ; a: joint and embed fully. Avoid knots and wane plates from outside edge of o a y V at joint locations. truss andd vertical web. a 4. Unless otherwise noted, locate chords licesP 0 at /4 panel length(* 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-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. 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, II TMPAPINEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM019.019 MYDRO,AZR® r • t o russ I russ I ype ty y 13041494 DR1732D M ROOF TRUSS B 1 optional) TI, LONGWOOD, FL, MiTek Industries,Inc.-4 s kug 20 2001 miI rek Industries, Inc. Fri Mar age 1-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:5.3 5.00 (T7 2 4 1 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 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min Udell = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = - 1 7/Mechanical, 2=177/0-8-0, 4 = 9/Mechanical Max Horz 2 = 53(load case 4) Max Uplift3 = -25(load case 5), 2=-138(load case 4) Max Grav 3=31(load case 4), 2=177(load case 1), 4=9(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 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 21 Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 138 lb uplift at joint 2. 4 This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard LJ / No. 45161 0 : STATE OF o uaL March 22,2002 A WARMNG - Vor{f}/ dedyn panwwters and READ NOTES ON 1WS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mftek connectors. This dedgn is based only upon parameters shown, and is for an t d Wuol building component to be Installed and boded veribafty. Appilcobilty of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bfbcing of the overall structure is the iesponslblIlfy of the building designer. For general guidance iegording fabrication, quality control, storage, delivery, erection and bracing, consult CST•BB Qualify Standard, DSB•e9 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrb Drtve, Madison, WI 53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 to,t'i. * 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 eachC7 other. WEB" JS Er S 3. Place plates on each face of truss at eacha*F,or 4 x 2 orientation, locate o , ; ; Q joint and embed fully. Avoid knots and wane lates/B" from outside edge of O a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP o at I14 panel length(* 6" from adjacent joint.) ce C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. , 15. Care should be exercised in handling, PAP TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 oo14o-1Y,oa W NYDRO,AIR® r r 1 Job I russ I russ i ype ty y 13041495 DR1732D S ROOF TRUSS 2 1 optional) t e Industries, Inc. 4.201 SR 1 s kug 20 2001 Mi rek Industries, Inc. Fri Mar age 1-5-0 5-3-5 9-10-13 1-5-0 5-3-5 4-7-8 Scale 1:18.9 4 9 3.54 FIT 3x4 a 3 8 2 10 11 7 12 6 5 2x4 II 3x4 = 2x4 = 5-3-5 9-10-13 5-3-5 4-7-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4 = 189/Mechanical, 2=635/0-11-5, 5 = 398/Mechanical Max Horz 2=218(load case 2) Max Uplift4=-243(load case 3), 2=-536(Ioad case 2, 5=-354(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-8=-1100, 3-8=-1003, 3-9=-88, 4-9=44 BOT CHORD 2-10 =1002, 10-11 =1002, 7-11 =1002, 7-12 =1002, 6-12 =1002, 5-6=0 WEBS 3-7=187, 3-6=-1070 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 4, 536 lb uplift at joint 2 and 354 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 150.01b up at 4-3-11, and 161.71b down and 395.31b up at 7-1-10 on top chord, and 21.61b up at 1-5-12, and 12.1lb down at 4-3-11, and 52.1lb down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. `Di 13 r LOAD CASE(S) Standard 'Q'.q'• i 1) Regular: Lumber Increase = 1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 2-5=-20.0 * Concentrated Loads IIb) NO, 45161 Vert: 8=10.1 9=-161.710=21.611=-12.1 12=-52.1cc STATE t STATE F .• rtf i4 ORj 0`\_ S NAL AWARNING - Verjfj deelpn pasnmeters and READ NOTES ON THIS AND REVFJM SME BEFORE USE. Design valid tot use only with MITek connectors. Thb design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertbalty. Applicability of design parameters and proper Incorporation of component Is iesponsiblilly of building clesignet - not true designer. Bracing shown b tot lotetal support of Individual web members onty. Additional tempotary bracing to Inswe stablIlty during construction Is the responslblllty of the etectot. Additional petmonent bracing of the oveta0 structure b the responslbBlty of the building designer. For general guidance regarding tobtkallon, quality control, stotage, delivery, election and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo DrNe. Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 0110- 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. fill T 0 cc For 4 x 2 orientation, locate 3: plates 1/8" from outside edge of CL truss and vertical web. 0 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® FORM018,019 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. as 4. Unless otherwise noted, locate chord splices 0 at r14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. y tJob I russ I russ I ype ty y 13041496 DR1732D S1 MONO TRUSS 2 1 I optional) LONuWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 001 MiTekn ustrles, Inc. Fri Mar age 1-5-0 2-9.15 1-5-0 2-9-15 2x4 II Scale m 1:7.3 3 3.54rTT 2 3xB = 1 5 4 2x4 II 2-9-15 2-9-15 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) 0.02 1 >999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-15 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. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 258/0-1-8, 4 = 79/0-1-8 Max Horz 2 = 91(load case 2) Max Uplift 2 = -1 95(load case 2), 4=-45(load case 2) FORCES (Ib) - First Load Case Only TOPCHORD 1-2=29, 2-3=-38, 3-4=-64 BOT CHORD 2-5=-0, 4-5=-0 NOTES (7) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/rPl 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 195 lb uplift at joint 2 and 45 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 21.61b up at 1-5-12 on bottom chord. Design C p for unspecified connection(s) is delegated to the building designer. \pkF- 137) Truss Engineer: Junaidie Budiman, PE/145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ,,..... C• 8) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard r * 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 i0.45 s Uniform Loads (plf) Vert: 2-4=-20.0, 1-3=-74.0 Concentrated Loads (lb) 0 i srATF OFVert: 5 = 21.6 r.e.A OVAL March 22,2002 Awm mYo - v rW design parameters and ReAD Woms oV THIS AND RzvzRsc SIDE BAMRz use. emone Design valid tot use only with Mfiek connectors. This design Is based only upon parameters shown, and Is dot an Individual building component to be Installed and loaded vertloalty. Applicability of design parameters and ptoper Incotpoatlon of component Is tesponslbiutyof building designer - not huss designer. Bracing shown Is to lateral support of Individual web members only. Additional tempotory broctng to Insure stability during conshuctlon b the responslbiilty of the erectot. Additional permanent btacing of the overall structure b the iesponsibliity of the building designer. For general guidance regarding labrloatlon, quality control, storoge, delivery, election and bracing, consult OST•88 Quality Standard, DSB•e9 Bracing specification. and HIS-91 M iTek® Handling Installing and Bracing Recommendation avallable horn Truss Plate Institute, 4413 D'Onohlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION t'ia * 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/a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS 0 Q 0 U a 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTeke O TM PANEL CLIP FORM018,019 a""' " ® NYDRO,A/R0 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. m A 7 Z171 CD L 7L K KI A 9 9-4-0 71; T-AI=— All 1,41 Li I L_ ii A13 A15 A17 A19 A A A A A A A A A2 1-7 11-0-0 FLAT A2 AGI____-________._._ ; -I -_-_; VOL. CLG. B AG2 BLAB 14-0-0 BRG. IN ENTRY 21-6-0 4-8-0 13-10-0 V'JARMNG: ALL BEARING WALLS TO BE PLACED C_ TI1. L 1 PLY HGR. (E! ! REVIEW ALL SPAN DIMENSIONS- -BRG. WALLS PRIOR TO SETTING TRUSSES.. 10. , 2 PLY HGR. ENIGNEERED, DRAWINGS--LOADING--PITCH AND OVER/HANGS, WALLS SHOWN ARE TO -BE BEARING.. -1L IL .3 PLY HGR. LSIGNED APPROVAL: x JOB NUMBER: DR1 732F ov, co DATE: 7-5-01 PITCH: LOAD: SHINGLES CCU SPAN CUSTOMER: D.R. HORTON 6. A4 . 01H: 12" 407-321-1440 BY: T JOB NAME: 1732 "F" ELEV. cQ. b- F - BLOCKH. i _LIEIV. ABRG: BLOCK b fr VK.jje