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Home My WebLink About290 Clydesdale Cir-ab-za:d i : a9Ar•, � i�uM CITY OF SANFORD PERMIT APPLICATION Dale'. Permit u Job A441414:- pcii(iPflcp u( Wprki f! C 1 C cL t11�1.Pr1r p►llr►i�s ��h�� v}�u� � ��rD. �pw man Fire S rinkler/Alarm Pool Permit Typci Building. Electrical . Mechanical Plumbing D r Chan re of Scrvicc _- Tempor1iry Pole _ EItctrlesll: New Service - p of AtviPS _1. Addition/Alteration b (Duct Layout &Energy CHIC. Required) M.tehanical: Residential _ Non-Resicicnfial Replacement—tiv 01' Ne Plumbing/ New Commerclal: # of Fixtures wa[R & Sewer of Gas Lines _ Plumbing/New Resldentlal: # of Water Closets _ Plumbing Repair -Resldcntial or Commercial Occupancy Type: Residential ✓ Cornmcrcial lndusmal Total Square Yoot;tee: _ 1 # of Stories: tJ of Dwelling Unity ("food tout: (FEMA form requirud for other than X) Constru<tlon Type: ... -" Parcel a: iJwncrs Name d:-Addreu D r_ Contractor [amc� �6i�Addre/s,�,: Phone & Fax: `fU-7 " �-32 1 (Anaeh Proof of Ownership s. Legal D=ci Iptlon) C V� zs- I -/ _ Phnne. Y 0? 7 9 J / - / -2-7 c-1 L State Llccnse Numncr ti L14 _ Contact Person: Donding ( nmpsny -• - •- -- ,\ddre.c .. .. - ..._ .- ._ ,Ytortpi;c Lender. - Addreti: .. - ArchitavEnginccr. Phone. Faa: . �53y Addmis: Application is hereby made to obtain a Permit to do the work and installations as indicated. I certify that no wink or installanon has cornnenced prior to the Issuance of a permit and that all work will be porfntmod to meet standards of oil lawPnOLS,IFURNACES 801tLESRSnHFdicbon- i��k, TAN and t a scpank permit must be secured foe ELECTRICK. AL WORK PLUMBING, SIGNS, WELLS, AIR CONDITIONER`;, ctc. r)WNFR'S AFFIDAVIT: I certify that all of the foregoing lnfonTudon Ia accurate and dul all work will be done in corttplianoe wid, all apPlicable laws re8vletin9 cons rucnon ►nd zoning. WARNNG TO OWN6R: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYfNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU NTEND TO OBTAN FINANCING, CONSULT WfiH YOUR LENDER OR AN ATTORNEY BEFORE RBL:ORDINO YOUR NOTICE OF COMMENCEMENT. of thin pormil. there rruy he additional restdWons applicable to this Property that Tray be found in the public records of NOTICE: In >dditionn the rcquiremenu this county, and there mvy be addivanal permits required fmm other eovernmcnul rnnncs such a �� r unagcmcnt distncc, s ate agrnclts, or fcdrnt sbrncia. AcccPlancc of pern permit is vchrlwon that I will notify the uwner of the proper,y of the rcquuem t f fI a Lie L-s S 713. 7-7-0-3 S,gnoun of Owncr/Agent _ Ualc si Lmalurt of Con"cior/AVetll Dale Pnnt Owner/Agent's Name Ynnl Ctm h'aC10NA L`nt's N'a e _ 7-7E�o-3 — Hate Signatut, of N . iy'Sratc n1 Flond CJ Uulc Sicnnurc of Nul:Iry.Siole.. of Flnnd.r (,'Unlnctnf/A^CN I> V y,,<on]ily Known 10 Mr V' (twn�r/n�tnl ie _..- Peiiunpnv KnmVr, n, Me ur ....__ Prpducrd IU ... I('AI'IU\ API'I(0VC1) 11Y' I11'19: __.._... _ .... (Inil�nl S I)alu) ( Initial &Dale) (Inw,sl ti 17410 fl,>•n:Il s U:,'.- Aovpv�MARIE A. Z,I TTLEMOYER c MY COMMISSION # CC 855100 -kllOi h�� EXPIRES: Jul 15, 2003 1-WO-3-NOTARY Fla. NotarY Service S Bonding Co. CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building`located at 290 CLYDESDALE CIR for which permit 03-00001922 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 ) S complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE BUILDING: Finaled 03 ZONING: Inspected HOMO'ZGlile\M 0(_�rnr-/ ' ' UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: Drainage [ Maintenance Bond PUBLIC WORKS: Street Name Signs C)L- Ps Storm Sewer Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE DATE APPROVAL FIRE: Inspected Sewer Lines In Sewer Tap Street Paved Street Lights Driveway FEES PAID DATE AMOUNT 6/23/03 7/15/03 6/04/03 8/25/03 6/13/03 6/04/03 6/04/03 6/04/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 290 CLYDESDALE CIR for which permit 03-00001922 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 13.92 1384.00 13.93 847.00 650.00 1700.00 j rC�1 (2 ��1c�3 OWNER BUILDING OFFICIAL / DATIg � '1 S CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE"" Y, DATE: �2 PERMIT ADDRESS: 1CU CONTRACTOR: ---�\o �o PHONE#: yU)-8-�,a-��8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. gmeering nk. ! / El Fire Public Works Zoning ►'� Utilities ❑ Licensing v'\ I A - CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) J I I I 1 1 I 'I CERTIFCATE OF OCCUPAN 0.Y ' y REQUEST FOR FINAL. INSPEC19�N' WA s 1 **** SINGLE FAMILY RESIDENCE* ;* � I DATE: � I I PERMIT #:�- w � ADDRESS: a C�O a v w a CONTRACTOR: Cr PHONE #: yy� - 8 a - �o�t8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering :]Public Works tilities ❑ Fire n A ❑ Zoning rA � A, ❑Licensing V\ � .4, CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: r� L- C) CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑ Engineering ❑ Fire 8 l ublic Works 0^0"❑Zoning ► -\ Ar ❑Utilities ❑Licensing ''-� � A - 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,r- ELEVATION CERTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number . D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 290 CLYDESDALE CIRCLE CITY STATE ZIP CODE - SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers; Tax Parcel Number, Legal Description, etc.) LOT 14, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type)- ( ##° - ##' - ##.##" or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 62. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 1 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE 68. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202890045 E 4117/95 4/17/95 X 24.6 b1 U. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barter Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, VI430, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, ARIAH, ARIAO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) 47. 6 ft.(m) o b) Top of next higher floor 56.9 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. o d) Attached garage (top of slab) 46. 9 ft.(m) 00 E o e) Lowest elevation of machinery and/or equipment W ca servicing the building (Describe in a Comments area) 46.4 ft.(m) o t) Lowest adjacent (finished) grade (LAG) 45.5 ft.(m) z' o g) Highest adjacent (finished) grade (HAG) 46. 6 ft,(m) W 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, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH ST E , E. 18A I ORLANDO FL 32803 SIGNATURE K'A111DATE TELEPHONE 1211 IM (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suile, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 290 CLYDESDALE CIRCLE CITY STATE , ZIP CODE I Company NAIC Number I SANFORD FL - 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft,(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form, E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?, ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the communitys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or communityassued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. 777MBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 14, 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). CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA KELLY HYSELL AND KRISTINA HYSELL CH MORTGAGE COMPANY, I , LTD. LOT PROPOSED (ROSE HILL PHASE 2) LOT 12 S89'33'46"E 50.00' LOT 14 n . P59 W 40, LOT 13 W CONCROETEiORY BLOCK & WOOD FRAME - N 1,r•) 'o RESIDENCE in� v FINISH FLOOR � ELEVATION=47.58 N f'- O O COVERED Z ENTRY 5.3' in TYP 3' W .1'Cogcp Eui :.:DRIVEW9'Y. N 44.9 10' UTILITY EASEMENT;<y WALK IS 15OFF 0''",..; o N89'17'34"W o; 50.00' of �I PTQ___ - _ _ 358.01 I - _ 143.17' S89717'34"E - — - _ - - — - 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 12-11-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON LAKE COUNTY BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 14. BAKERS CROSSING PH 2 PHASE 1, AS BEING S89'33'46" E PER PLAT. (FIELD DATE:) 6-16-03 REVISED: SCALE: 1" = 30 FEET -- APPROVED BY: WRM _ FOUNDATION ASM40805 FINAL 12-11-03 CKB JDB ND. METES & BOUNDS 05/05/03 S DRAWN BY: PLOT PLAN 3-12-03 C TRACT A CLYDESDALE CIRCLE 50' RIGHT OF WAY 1 30' GRAPHIC SCALE 0 15 30 3: LOT 15 WALK IS 1.5' OFF _ __ __&PC 501.18' CENTERLINES RIGHT-OF-WAY LEGEND — BUILDING SETBACK LINE - CENTERLINE RIGHT OF WAY LINE 4. EXISTING ELEVATION L� CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR FIRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M)-' MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK - CP. CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON -_ R RADIUS POC POINT OF CURVE 320 EAST SOUTH STREET, SUITE 180 ORLANDO; FLORIDA 32801- (407) 426-7979 FND NAIL AND DISC LB #6393 (12/11/03) FND 1/2"IRON ROD AND CAP ® LB b6393 (12/11/03) CNA CORNER NOT ACCESSIBLE In, 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 P=T_ OE TANGENCY TYPTYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. 17: 11-03 t I� FOR l/ THE FIRM WILLIAM R. JUSCATIfLO JR. SM#j 928 DATE Permit # : 0: Job Address: Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Date: z, h///Q 3 !k er, %la , i9Prw M C��YDIK� Value of Work: S - .3.36 , CX7 Permit Type: Building Electrical Mechanical Plumbing __/4 Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines i 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 #: —t (Attach Proof of Ownership & Legal Description) Owners Name & Address: V.�. t I11c— Phone; Contractor Name &Address: Hd (%airtGt4t2_ M U M lol l'1 C. I-�'� T )c> X &;<CX)R7 lJyl l Cl] 1 _-3,2i9 7 } State License Number: C F CCL5700%% Phone & Fax: Contact Person: Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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 I will notify the owner of the property of the requirent f Florida 'en Law, FS 713. G I1 �-3 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State o .� �'^�• MARTHA Y. HALL ISE MY COMMISSION # CC 875840 EXPIRES: February t, 2004 Owner/Agent is _ Personally Known to Me or Contractor/Agent is� Py�p (�id*Fu9ktary Public underwriters Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: CITY OF sANFORD PERMYr APPLICATION Permit # Job Addres ke Description of Work: Historic District: Zoning: ✓ Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Electrical: New Service — # of PS Addition/Alteration Change of Service Tempof&y Pole Mechanics 1. Residential - Non -Residential Replacement New, (Duct Layout & Energy Cal%. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of WatClosets Plumbing Repair— Residential or Commercial �— Occupancy Type: Residential � Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form requited for o[ wr sham %) Parcel #: n (Attach Proofof Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address:' HEAT= 0 ate License \umber-OBW G- ��n---...._.....- ._._.._._ Phone & Fax: LAKE E MA17W 1G'T�f11?1178,�c�if �i'D� i Ph6 > .32��8`T� 7 S�S3G�C/C - -... -- Bonding Company: --_.._---.._..---- Address: Mortgage Lender: Address: --------__ _- Architect/ Engineer: Phone: Address: Fax: - Application is hereby [Wade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be do e t compliance with'al1' applicable laws reF uJating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE C COMIvIE EMENT, ' Y RESULT IN YWff< )P/t5`ING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CO SULT W 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 pplicable to s ro' perty t t may be found i e public records of this county, and there may be additional permits required from other governmental endti such as wa agement istricis, state ag cies, Oi' frdera.l agencies. Acceptance of permit is verification that I will notify the owner of the property of e requirem Flond i Law, FS 7 $ la o3 Signature of Owner/Agent Date g ture of Cone-actor/Agent Date � BBERT G. IDELLO Russo Print Owner/Agent's Name Signature of Notary -State of Flonda Date Otkiier/Agent is _ Produced ID Personalh <nottn to Me or APPLICAI [ON APPROVED BY: Bldg: special Conditions: ), LE S Con cior .Age me 'CY1sy��25�03 ignature of No-ry-State f F orida Date Py * DIANE ASTKM� MY COMMISSIONpp8423,- OWA I!�uPary 17, 2007Contractor/Aue-:' I Produce.J ry�clndeNbr.. Zoning: Initial & Date) (Initial & Date) FD: (Initial & Date) (irmial & Dat: ` COUNTY OF SEMINOL[ IMPACT FEE STATEMENT C) ISSUED BY CITY OF SANFORD STATEMENT NUMBER I03-75491 ~' BUILDING PERMIT E CITY) COUNTY NUMBER: UNIT ADDRESS: ---------7�--~----------------------------------------------'-- TRAFFIC ZONE: 'oURISDICTIONo O6 CITY-OF-SANFORD-----_'--_ SEC: TWP: RNG: PARCELx SUBDIVISION: TRACT: ------------------- PLAT BOOK: PLAT BOOK PAGE: --------------------\ ° --(��----f�r-�~ ---- APPLICANT NAME: - - ................... ............................................. ADDRESS% ----------_----------6 LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction ------------------^-_--------------------------------_-------__--------_---_-_--- FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS � --------------------------------------------------^------------------------------ ROADS -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 � ROADS � 'COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 � LIBRARY CO -WIDE O SCHOOLS CO -WIDE O STATEMENT RECEIVED BY: (PUEASE PRINT PRINT NAME) dwl unit $ 54.00 1 $ 54.00 dwl unit $1,384.00 1 $ 1,384.00 AI'll QUNT DUE $ 2,205.00 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *�** DISTRIBUTION: 1-COUNTY 3-CITY ' 2-APPLICANT 4-COUNTY **NOTE** PERSONA; ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULAT%ONS DF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTGN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TKE REQUEST FOR REVIEW MUST MEET THE REGUIREMENTS (IF THE COUNTY LAND DEVELOPMENT CODE!. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. -� '~ PAYMENT SHOULD 'MADi4�-TOx CITY OF SANFORD r BUILDING DEPARTMENT J, 3OO N0lTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT******************** I Ills le Ile a uI II eel ee III II eel n IeI II ele le ae a ell n ell I ml MARYANNE MORSE, CLERK OF -CIRCUIT COURT SEMINOLE COUNTY BK 04949 PG 1299 THIS INSTRUMENT PREPARED BY: CLERK'S # 2003094265 Patricia L. Coulton RECORDED 06/04/2003 1000.06 AN D.R. Horton, Inc. RECORDINS FEES 6.00 6250 Hazeltine National Drive, Ste.: 102 RECORDED BY L McKinley Orlando, Florida 32822 CI:KIiFIEO COPY, RECORD AND RETURN TO: 1VlAF2YANNE MORN ON D.R. Horton Inc. CLERK OF CIRCUIT"COU 6250 Hazeltine National Drive, Ste.: 102 SEWII LE COUNTY, ORI Orlando, Florida 32822 (` PI rV C Y K NOTICE OF COMMENCEMENT (Prepare in duplicate) p%%t4 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) 6, 8, 14, 15 & 16 Bakers Crossing Phase 2 Plat Book , Page(s) Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: �)Address: Contractor: D.R. Horton, Inc. Phone#: Fax #: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida desipriated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Ex *ration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. 0 /, j,•- — bit/ Y o ert A. Lawsol,ssistant ecretary (Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The fore oin instrument was acknowledged before me this day of �"" 2 S g g � y 003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a belaware Corporation, on behalf o the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFO PATRICIA COULTON NOTARY PUBLIC STATE OF p( ORIDA COMMISSION NO. DD134330 �My COMMISSl4t� Fxn.�ULY 26�., Notary Seal O CITY OF SANFORD PERMIT APPLICATION 19'LZ �1 Permit # : �� Date: Job Address: 290 l /� i I�LiIME GRL� �� JZa�� Description of Work: Historic District: 10 Zoning: Value of Work: $ F�0,1 Permit Type: Building ✓ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temportiry Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential V1 Commercial Industrial Total Square Footage: Z-4EIS Construction Type: 13k0C-K- # of Stories: Z- # of Dwelling Units: i Flood Zone: -X (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: T) 0Z50 kz2-\-6� tom' i . �� i1OZ Q?-- L-L JPO �I Phone: 4cq I e iS-q Qi t01 Contracto1r�Naa.mee1& Address:�rC'1-�At� B. LA�� / �� /"� iO� C� rlf �Z,,QQ��l,4lt l ��(yy l l aZ t Pvl �C_ State License Number: CPC .OS5f5_t_.,L_J Phone& Fax:'-tv�i'I� g10k ",1M18S1 (Qn Contact Person: � e�it� Phone T q 101 Bonding Company: i\N-44N' _ Address: Mortgage Lender: N� Address: Architect/Engineer: A 1b. e� ke\) 3�> Phone: ��-�4 _E-10� .�.__ Address: 4f�l (� (Z ` l 5" kq((� A Ct(-'k�'IVNtC- . Fi 52-� Fax: Ao " -14-4CR'E5 _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable hnvs, regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAW NCY 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 tt4ae may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of Print OwnetA�ent's Name Owner/ Prc I will notify the owner of the property of the PATRICIA COULTON ARY J?UBLIC STATE OF FLORIDA APPLICATION APPROVED BY: Bldg: Special Conditions: Date SZoning: Lien Law, FS 71 St re o ontractor/ ent Date I G RD LN. , -� Print Co a torlAQent' Napiae St7t'6re of Notary-StatN4P da U Date E---7F70=A—PTn�Contractor/Aeent is��gypjtp�.daD13433d Produced ID ULY26,200' Utilities: FD: & Date) (Initial & Date) (Initial & Date) (Initial & Date j 555�� lob CITY OF SANFOFORESIDENTIAL BUILDING PERMIT SUBMITTAL REQUIREMENTS FOR ❑ I, Two (2) recent boundary and building loc rtrt°it for trusurveyscturesi(not fences) setbacks from all structures to property lines for pe ❑ 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: ❑ a, Foundation plan Indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. ❑ b. Floor plan Indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. * Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. ment Finish floor elevation height as per city Engineering Depa or subdivision plat. ❑ d, Cross sections of all wall sections to be used In the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. e, Framing plan for floor joists where conventionally framed. Plan to ❑ Indicate span, size and species of materials to be used. ❑ f, Engineered truss plan with details of bracing. Engineered beams for .spacing openings to carry and support trusses. ❑ 9. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. ❑ h, Square footage table showing footages:S.F. Garages/Carports S.F. Porch(s)/Entry(s)S F. Patio(s) —S.F. Conditioned structure S.F. Total (Gross Area) ❑ 3, Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) ction report. If soils appear to be unstable ❑ 4. Soil analysis and/or soil compa 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 att 400 W. Airport Bivd,Sanford, Fl (407) 665-3600. c.' Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. ❑ 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1, Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tie beams - columns- cells 6. Rough electrical 7. Rough mechanical S. Rough plumbing 9. Tub Set 10. Framing ill Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14, Building final 15. Other DATE SIGNATU (By Ovmer or Authoriz gent) 4CC)NTR<:> t_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install: Contract Number PUCHASERS NAME AND ADDRESS Name '3)3— Address b25D� City/State/Zip alQ :fl, 1 1 Phone & Email Quarterly Payment Amount (First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email INSTALLATION ADDRESS: a4jD SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN THE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date el'stomer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2, monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4, during those years, Inform the Customer of: a, any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the identified property subject to the terms and conditions of this agreement for S. J er quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water, under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise, Into, onto, or under the area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL .OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRA.INTES MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORI{MANLIKE SE . OF SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY, Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)it Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatment may have and (2)it Is their responsibility, to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy or sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS. By specific reference hereto, the Customer understands that the general terms and conditionsarehereby made part of this contract and apply without exception. . 1, DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of,thc odify the components In any way, other than the right to their use as Components, and the Purchaser may not alter, remove, or m installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (1)so notify the Customer; (2)6ffer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship (note-, Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and-,. (5)retrieve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identlfied herein as of the date of the Initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment.or 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. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay 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 fuellor materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other net of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; (3)termlte damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all the provisions of the Uniform Arbitration Act as in force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. 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 wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service. Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the initial date of instailatlon, 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 1 (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 Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407459-2847 - 407.858-0540 813-221-2847 800-929-2847 888-764-2847 877.459-2847 Limited Power Of Attorney each agent's of D.R. Horton Inc. --a6—S To be my lawful attorney in fact to act for me and ply The Building Dept. of: C j c x For a residential permit for work to be performed at: Lot # : Subdivision : � ,'CQx5s'l Address'. P-Cjo G c ALE, ��.+� F orzt�, V - . 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 instru ent s acknowledged before me this: Date: `j /Zw3 By: Richard B. Ladd ( Contractor ) Who is personally ow to me. State of Florida County ofkOrange , ,J[ _ , otary Public Si OPPI ___..OTARYSEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. IULY 26,2006 Notary Seal PLOT PLAN DESCRIPTION: A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINGIILE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROUGH 29; THENCE RUN N00'25'30"E A DISTANCE OF 89.73 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 3.38 FEET; THENCE RUN N00°25'29"E A DISTANCE OF 195.00 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 540.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89'33'46"E A DISTANCE OF 50.00 FEET; THENCE RUN S00'25'29"W A DISTANCE OF 117.37 FEET; THENCE RUN N89'17'34"W A DISTANCE OF 50.00 FEET; THENCE RUN N00'25'29"E A DISTANCE OF 117.13 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES f. w w O Ln N � O 00 O z PROPOSED ROSE HILL PHASE 2 POINT OF LOT 11 I LOT 12 BEGINNING I I S89'33'46"E S89°33'46"E 50.00' ----------------- 540.00' Aye PROPOSED F LOT 14; s DRAINAGE TYPE,A 30' GRAPHIC SCALE ' I 0 15 30 _ .PORCH*.ao S89'33'46"E PROPOSED — 3.38' LOT 13 POINT OF COMMENCEMENT N89'34'30=W I LOT 25 r BAKERS CROSSING — PHASE 1 PLAT BOOK 60 PAGES 27-29 I I PT^ _ TA — PREPARED FOR: PREPARED HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MINIMUM LOT WIDTH 50' LOT 14 CONTAINS 5832 SQUARE FEET t THIS STRUCTURE CONTAINS 1787 SQUARE FEET t TOTAL CONCRETE 511 SQ. FT. t TOTAL SOD 3534 SQ. FT. t 1-ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. 4 8 40.0' 0 PROPOSED a I 2289 FINISH FLOOR ELEVA TION=47.0 S.O' .0' N N 19.7' 5.0 "DRIVE a ........:.. I I 31 I I Nlp I OIN OI NI 358.01 I — THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND-N THE SUBJECT PROPERTY APPEARS TO LIE IN 20NE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 25, BAKERS CROSSING PHASE 1, AS BEING N89-34'30" W PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM 10' UTILITY EASEMENT.'',. N89'17'34"W 50.00' 143.17' — CD N L(7 N O O V) PROPOSED LOT 15 FLOOR SLAB ELEVATII MUST BE 16R OF ADJACENT ROAD UN OTHERWISE PPROV 501.18' CENTERLINE OF.) RIGHT—OF—WAY TRACT A UNNAMED ROADWAY NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR 50' RIGHT OF WAY ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. LEGEND — — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH - CENTERLINE POS POINT ON BOUNDARY POL POINT ON LINE — — RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATURE xRX PROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT O CONCRETE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE (P) PER PLAT PT DENOTES POINT OF TANGENCY (M) MEASURED TYP TYPICAL (CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PGS PAGES R/W RIGHT-OF-WAY NG NATURAL GRADE ORB OFFICIAL RECORDS BOOK SO, FT. SOUARE FEET 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. AMERICAN SURVEYING & MAPPING FOR CERTIFICATION OF AUTHORIZATION NUMBER LBb6393 THE h BOUNDS OS/OS/03 SDO 320 EAST SOUTH STREET, SUITE 180 / FIRM ORLANDO, FLORIDA EMORY E. COW, PSM #4403 DATE PI AN .1-17-01 CKR 32801— (407) 426-7979 JOB NO. ASM40805 DRAWN BY: a CAULK BETWEEN ONE BY WOOD CONCRETE OP WOOD BUCK a BOCK BY OTHERS (� MASONRY OaEN(NG 6Y OTHEPS / HASY. OPENING gY OTHERS CAULK BETWEEN I W[NDOW FLANGE ' a WOOD BUCK (1 / , ` �a 0+1{ a EMBED ENT EMBEDMENT STUCCO BY OTHERS PERIMETER CAULK BY.OTHERS RIGID VINTL GLAZING BEAD E <TYPJ 70v HT) CAULK BETWEEN WINDOW FLANGE a PRECAST SILL v/ VULKEM 116 ADHESIvE CAULK. OR APRV'D. EQL. PERIMETER CAULK BY OTHERS tHSTALLA ON ANCHOR. 3/16' DIA. TAPCON SHIM AS REO'D -.1/4' MAX. <SEE NOTES) FLANGE TYPE - VIN DOW FRAME HEADER GLASS (TYP.) (SEE NOTES) E.H. (BUCK HEIGHT) FLANGE TYPE WIN 130V FRAME SILL I B v. (BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA TAPCON BUCK Br OTHERS ST BY SHIN AS RCO'D. RIGID VINYL 1/4' Max. GLAZING 9EAD (SEE NOTES) <TYPJ GLASS (TYP.XSEE NOTES) FLANGE TYPE WINDOW FRANC JAMB CAULK BETWEEN 1-I/4- MIN. EN3z DxENT .0 HERS Cr u WINDOW FLANGE PERIE 1 v a WOOD BUCK. CAULK BY OTHERS V.V. (W INDOv VIDTro CAULK BETWEEN WOOD BUCK a MAS'Y..OPENING BY OTHERS SECTION B-8 CONCRETE OR MASONRY OPENING BY OTHERS \ aVWWWW / �.-- W.W. AST SILL ' a � ^^ Y OTHERS r` 0 SECTION P.-A FA• BI C NOTES: [� 1) SHIM AS REO.O. AT EACH. INSTALLATION ANCHOR. MAX. ALLOW-AELE r— I I ^y SHIM STACK TO BE 1/4-. D E qv 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT liH. TO wCHIE�`_ MMM MIN. EMBEDMENT OF 1-1/4-INTO MASONRY OR CONCRETE 4) USE SuCOmZEO ACRYLIC CAUL( BEHIND WINDOW FL4rNGE AT H`_40 & JAMES. SILL MUST WI EE ATTACHED TO THE SUBSTRATE TH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL I I I K � 5) USE SILICON'ZEO ACRYLIC CAULK FOP. PERIMETER S7AL AROUND \,/.H. --I Ex TEP.:GF OF WINOGW FLANGE F G 6) IF EXACT MN00W SIZE Is NOT LISTED IN ANCHOR CHART, US --- ANCHOR GIJANTITY LISTED WITH NEXT LARGER SIZ', FOP. T..' APPRO?RSGE OESICN PRES_UPE REO'D. 7) G l -ICKNESS MAY VARY PER THE F.EOU IR-E ENTS DF ASTL E3 TH300 CLASS CHARTS. 5) LETTER ON THE TAPCON LOCATION CHART IHOIC-- WMCF'_ TAPCON ANCHORS 'FE TO BE WSTTLWHEN UiF EXTERIOR ELEVATION AS A KEY, 3) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR Tw=CC'N ANC HOP. SHOULD EE PILLED WITH p?. SrPExS OF gJ-F,GE`T Li-.. _ hr TO PROV:D_ MIN. S/E W EMEE':i " :';C xfjlf} BUCK. /— 11 'O) FLORID' ?zTRUDERS GGO SE-6 cmG_% L:.;NG 6 SHQWry _=15 �0 I 1 PRINT A_SC A=PLIE] TO i.-_ F:OF.IDA ',c'Fcl,=== 15•00 -.._ _C (— �.y/ f` I I \. J I\i SERI£S S:NGL' HUNG-, 11) wHER= 'A'V00'A' Is Ir Si RVCT•_' iWC, _ S- 1,✓ir� E-i DFFIC'= NG" AL . 471•e1... .li'l 4- TAPCON LOCATION CHART CALL BUCK: ILOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30Ps; TO 40Ps: 41 Pv TO 70PSF 3OPsr TO 4GP7 41 vsr TO 70Psr 12 - 1a 1/'a It 25 6 6 F.G '.y F.G 13 to IA x 37 3/8 6 6 F.G is 1a 1/9 z a9 5/6%- 145 1a 1/6 x 15 1/4 Is 1/a K 62 "Fac FG a 15 Ifi 1a 1/4 x 71 B IS 6 -FJ: 17 to 1 a I, a3 P F6 �'FGJK IN' 25 1/2 z 25 6 6 IH3 1H4 21 1/2 x 37 3/9 25 1/Z X 49 5/a - 8 B 6 6 F.G FJG ' -F.G 1N45 25 1/2 x S5 1/4 B 6 ,-FGHJ FF " fGHJ;f INS 25 1/2 z 61 6 6 F.G IM6 25 1/2 x 71 6 6 FF IM7 25 4/2 z a 6 8 F.GJ.K •.' FGJK 30 I/2 . 26 29 1/2 z 25 6 6 G 30 1/2 4 32 3/a 29 1/2 x 37 3/8 6 6 F,C FG 30 1/7 . 5a 5/a 29 1/2 x 49 5/8 a 6 F.G FGHJ 30 4/2 . 56 1/4 29 1/2 z 55 1/4 6 6 F.G F-G Hl _. 30 1/2 . 63 29 1/2 x 62 6 6 F,G F-GHJ 30 1/2 . 72 29 1/2 x 71 6 6 F.GHJ F,G,HJ 30 1 2 94 29 1/2 x a3 E 6 F.GJ.K F,GJJ1 56x25 23 s6 z s% F.G 24 . z .9 s/6 6 B F,C F.G,HJ 245 36 z 55 V• g 6 F.G F,G,HJ 25 36 x 62 6 8 F,GHJ F,G.H1 26 36 z 11 8 6 F-GHJ O.EFF.HJ 27 36 x a3 6 6 F.G.JJC F.G.H.1J.K 42 . 25 41 x 25 42 . 3L 3/a a1 : 37 3/8 6 6 F.G F.G,HJ 42 . 50 5/a a1 x a9 5/L 6 6 F.G F-GHl 42 56 1/4 at z SS 1/. B £ F,GH.1 F-G.HJ 42 . 63 a1 z 62 6 8 F,GJ1.1 O,EF-GHJ 42 72 41 x 71 6 B F,GJU D,EF.GHJ 42 , 6a .1 x 53 _6 6 F.GJ K F,GHJ-J,K ag . 26 .7 z 25 6 AC -G - " 4a . 32 3/3 q 37 7/L A.0 F.G F,G H1 4850 S/L 47 x .4 5/3 E w.0 F.G F,G H1 . 50 /4 v41 47 x 55 1/4 6 A.0 F,GH,1 F.G.H•1 . fi3 a7 x 62 6 A_C F,GH.1 0E.F,CHI . 41 . 72 47 x 71 6 A.0 F,G,HJ O.E.F.GH1 as 47 xa} p ar I FCjK K 12 51 1/1 z 25 6 A.0 F.G 33 52 1/e n s/a 8 ACC FG 34 51 i/L x .9 5/e E ACC F,G.H1345 FO.E.F.GK 52 1/a55 I/. 6 A'.0 F,GH.,J35 52 Va z 62 a A,C F,G.H,1136 52 i/L z 71 6 A.0 F.GHII. 37 51 1/5 z s3 ).0 FC.JK .K - 37 SI_= NOT AVAILICLE W ICOO OP I:00 SERIES. TIONAL. INC FLORIDA EXTRUDERS _ SANFORD, D, FLOP.IDA TITLE: iNSiA.__AT;L!N C1=i=:'_ 1! ---- J=S lOD i�00 E. -000 0o W.14 BY: P?POLED BY: ,- r/n-/_ - ,_C.ALE .- ID1Tr_- LEXC)"I I = 1 ti A a 1--w"" CAULK BETWEEN WINDOW FIN L — SHEATHING INSTALLATION ANCHOR ve WOOD SCREW STUCCO BY OTHERS 3 PERIMETER j ! CAULK - BY OTHERS I o i SHEATHING BY OTHERS i I WINDOW HEIGHT GLAZING (TTPJ (SEC NOTES) PERIMETER CAULK BY OTHER' TIO INSTALLAN ANCHOR :9 WL'GD SCR£ W 1• MIN. EMBEDHENT 1/4- MAX, �— W(NOOv WIDTH j-� SHIN SPACE. TWO BY vppp I TWO BY vppp BY OTHERS SHIM AS R£0"D. STUD BY OTHERS \ (SEE NOTES, SHIM AS R£O"D. {� A (SEE NOTES) /'.�' `� �. D. A•F• _ .. �._. ._. _ - .- .._. ._ a ate+ 1' MIN --: EMHEDMEN7 _(. --•r-� 1/4• MAX. SHIM SPACE r .:.,tr F:[SEE NOTES) T ii I J-Liy ��SMEaTHIraG S `MJIKBETVEEN ME OCR FRArC r `._ --. ! .) NDOV FIN .. FIN TYPE £ s: L '.:. WINDOW FRAME GLAZING cTYPJ: ..._. -. . <SEE NOTES) r.. ` WINDOW - __. ---_. __. �1 SHEATHING. ; c� WIDTH JAMBPEP.IMETER ��iNSTaIIATION K • WOOD REV - CAUL �- 8 SC ... BY OTHERS - r. b `. . STUCCO ET OTHERS I SECTION B-B - 1 E3 s 24' O.C. EOU:ILT SPACE - MAX. <TrPJ ANCHORS (TYPJ - WINDOW HEIGHT T— NOTF5; 1) SHIN AS REO D. AT EACH INSTALLATION ANCHOR, MAX, ALLOWADIE SHIM STACK TO BE `:i/4•. 2) WINDOW FRAME MATERIAL: ALUMINUM, ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT. LTH. C —� TO ACHIEVE MIN. EM2EDMEN7 OF 7 INTO WOOD BUCK:.: . �I 6"(TTPJ MAX.-� 4) USE StUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN: P ` it AT HEAD. SILL & JAMES. 5) USE 9LICONI7-ED ACRYLIC CAULK FOR PERIMETER SEAL, 6- MAX. (TTPJ AROUND EXTERIOR OF WINOOW FRAME.' 5TUC: CG BY OTHEzl CAULK BETWEEN WiN:O" i IN L Sr_-T:y;HC. 3, Q; p? 6) IF EXACT WINDOW SIZE IS MOT LISTED In ANCHOR CHART, USE ANCHOR OUANTNY LISTED WITH NEXT LARGER SIZE.., FIN TYPE WINDOW FRA.� V I.DOBLE nll STOOL BY OTHER'SANO N 2) GLASS THICKNESS MAY VARY PER THE REOU(REMENTS_OF' ELEVATIOASTM E1300 GLASS CHARTS. vIEWED FROM EXTERIOR 5) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. -- _ THIS PRINT ALSO APPLIES TO -THE FLOR70A ETRUDERS 1500 2000 SERIES SINGLE HUNG WINDOWS. ._ .r '-OD BT v Br Dj:,Ea; -_ DM' T � i C, N - i 00 _.. zon, 'a*'8Y: ePPROb D B Y Ir T - f Uri � SHEATHING BY OTHERS CAULK EETVEEN VINDDV FIN G SHEATHING INSTALLATION ANCHOR X3 SCREW EXTERIOR FINISH BY OTHERS —\ PERIMETER J CAULK BY OTHERS vInDOV HEIGHT EXTERIOR PER IN:E TER CAULK ST OTHERS 1 STAL'_=7iO'N ANCHD -L WC'GD SCREW E%iEP-y BY LiHE<, 1' nIN. ENT VDDO FPAHINC �Br OTH.EPS FE — GLAZING c SEE NOTE 6) CENT1� FLOpJDA B. ©. A. F. SHIM AS REO'D. (SEE NOTES) MANU A CTUR P. NAM e 11/ 1, t- YA g eW.11�LU�� I/4' HAX. Y!� SHIM S - P �,�ER FRE # GLAZING (SEE NOTE 6) FIN TYPE VINDOV FRANC BUCK HEIGHT / �— VOL 9lJC< 3, r_;nE.43 CT E VI HE EXTERIOR FIN TYPE WINDOW FRAME IDOW GHT WINDUV W;pIH A / _ B K p, ----q 1 ELFVATION Vj�,,� ^0,I _XI_pIOF WINDOW WIDTH {—.-- MAX. SHIM SPACE VOOD FRAMING \X/ Br ❑THERS / \ SHEATHING By OTHERS INSTALLATION ANCHOR a8 SCREW / CAULK BETWEEN - WINDOW FIN G SHEATHING SECTION B-B PERIMETER CAULK EXTERIOR FINISH BY OTHERS BY OTHERS T B NOTES: 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF (- INTO WOOD FRAME. 4) USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR. OF WINDOW FRAM<_. $) USE SILICONIZTD ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY VARY PER. REOUIREMENTS OF AST" E1300 GLASS CHART;. SINGLE CILAZING IS SHOWN, INSULATING GLASS ALSO OUALIFIEO. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHO'NN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 ANO 1000 SERIES PICTURE WINDOW. 8) SPACE INSTALLATION ANCHORS AT 6 MAX. FROM CORNERS AND MAX. 24" O.C. DESIGN PRESSURE CAACITY OF INSTALLATIONS. WITH. ANCHOR. SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73 X 71" OR 63 X a$ CP 119- X 37-3/8 MAX. 9) WINDOW UNIT CAN BE MULL_D TO OTHER UNITS USING ALUMINIJ\I TUEE AI�JL`_ON. SEE MUL'_'ON IN$iALLa.TION .H.E=7j "„r. ::_]I F.EMEn iS. FLORIDA EXTRUDERS`NANFo D, FLORTIONAL ID.A TITLE: [NSIFL!_=''UIV P=-A;!_ W/ -l'.2 WOOD SCREW DP.=.3v?: E'f: D ?P?OVED BY. ATE 1 / 1 / I_ LE '. I I .{ATHING 7 f OTHERS I INSTALLAT[N CHDR $CREV <T YP1 EXTERIOR FINISH BY OTHERS PERIMCTER CAULK BY OTHERS FIN FRANC HEADER Ulm EXTERIOR PERIMETER CAULK BY OTHERS XTERIDR FINISH r OTHQP,S 9 INSTALLATION .rCHOR SCREV (T/YP.) :HEATHING J IT OTHERS -^r 1' qH 8CDHCNT CAULK BEHIND FIN TWO BY BUILD DOVN BY OTHERS SHIM AS RCO'D. <SEC NOTES) Wr ewc f_!NIN SPACE GLAZING (TYP. SEE NOTES) -FIN FRAME SILL SHIM AS R£O'D.— (SEC NOTES) / I L I I N DUN PACE NOTES: I SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM- MAIL ALLOWABLE SHIM STACK TO BE 1/4- _ 2) WINDOW FRAME MATERIAL• ALUMINUM ALLOY 6063. - 3) USE SEICOMZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS- t) USE SaJCOMZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) CLASS THICKNESS MAY VARY PER THE REUU(REMENTS OF ASTU E1300 CLASS CHARTS. SINGLE CLA WG IS SHOWN. MSLMTWG GLASS IS ALSO QUALIFIED- 6) SCREW ANCHORS AT HEAD. SILL -& JAMBS SHOULO BE /8 SCREWS OF SUFFICIENT LTH- TO PROVIDE MIN.. 1 IN. UIN. EMBEDMENT INTO WOOD FRAME- PLACE 18 SCREW ANCHORS L6- FROM CORNERS AND 24 D.C. MAX- 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFIMNT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE- 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERI S &, 2000 SERIES. 9) ELEVATNWS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIAR USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FRO" THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UMT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REWREuENTS. HI (� N EXTERIOR ELEVATION T-JO aY F 3r UTHCR'S� I F, ✓, ll �— CAULK BCH:NP FIN -I1.� SEC UO-r! A -A - S )w 1T IN' NAX. AB INSTALLATION YIW SPA[[ ANCHOR SCREV (TYP.) TWO BY FRAMING SHIM AS REO-0. BY OTHERS (SEE ROTES) � - CAULK BEHIND FIN FIN FRAME JAMB GLAZING CT YP. ---777 ;{ SCE NOTES) / / - f. 7Y .. SHEATHING - BY ETHERS EXTERIOR - -. EXTERIOR FINISH ` BY OTHERS. -VIHDOv WIDTH PERIMETER CALK „ BY OTHERS SECTION B-B EXTERIOR EL=VATION IW IT FLORIDA EXTRUDERSINTERNA71ONAL. IN, SANFORD, FLORID) TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES 2002 DRAWN BY B B APPROVED BY: DATE 02/11/02 (SCALE NTS IDWG : FFLEX0037 oaJ r- ONE BY BUCK BY OTHERS CAULK BETWEEN WINDOV - FLANGE L SHEATHING i 'YWOOD (TYP.) 1 Y OTHERS I EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS WINDOV FRANC J HEAD SHIM AS REO'D (SEC NOTES) WINDOW HOW EXTERIOR , GLAZING (TYP. SEE NOTES) v— .JIM" FRAME SILL PERIMETER CAULK SHIN AS REO'D BY OTHERS (SEE NOTES) EXTERFINISH ION / BY OTHERS CAULK BC TWEE.�zz I WINDOW FLANGE d 1 L ONE Br WOOD BUCK CAULK BCIVEEN WOOD BUCK L MASONRT OPENING BY OTHERS CONCRETE OR SAC T ICi1 A -A MASONP.r - BY OTMCRS INSTALLATION ANCHOR ■ 10 SCRC W BUCK WIDTH BUILD DOVN BY OTHERS (ALSO APPLIES NOT : TWO BY FRAMING I i0 SILL) I) $HIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTH. TO ACHIEVE SHIM AS REO'D EMBEDMENT MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. VO INSTALLATION ' (SEE NOTES) _ SCREWS AT HEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8 MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOUOTED. B(STALLATION ANCHORS & SCREWS TO BE PLACED 6 N. FROM CORNERS & 24 IN. O.C. MAX. - - WINDOW FRANC.. 4) USE S(UCON(ZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD. SILL & JAMBS. "s - 5) USE SIUCOMZCD ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. - - - GLAZING <TYP - - 1/4' MAX. 6) CLASS THICKNESS MAY VARY PER THE REOUIREUENLS OF ASTM E13W GLASS - SEE NOTES) . SHIM SPACE CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO 0UAL6LED. _ - - 7) BUILD DOWN AROUND CURVED PORTION OF WINOOw FRAME TO BE-EHGINEEREO BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO - -- APPLES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 BY OTHERS SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE VINDOV viDTH . MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. BUCK HEIGHT sMM SPACE cX I ERIOR ELEVATION - tI-I/<'MIX1.lYlR L FLORIDA B.O.K.i. ONE Er v000 MANUFACTURER NAKE. BUCK Br OTHERS�IAS TER FILE 0 )W IT 03) .-- 1-3/8- MIN. EMBEDMENT 1/4- M. SHw SPACE CAu_K BETWEEN TVO BY BUCK ..- L .CONCRETE BY OTHERS INSTALANCHOR !- SCRLATION WIO EW T- X. SECTION B—B EXTERIOR FINISH , BY OTHERS WINDOW WIDTH A WINDOW / t HEIGHT B B I r EXTERIOR ELEVATION FLORIDA EXTRUDERS)NTERNAVONAL, INC SANFORD, FLORIDA TITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOVN DESIGNER. FIXED WINDO'V 1000, 1750, & 2000 SERIES DRAWN BY:BB APPROVED BY: DATE ISCALE `ITS IDWG : FLEX0036 y1 k STUCCO J OR SIDING By'WHERS 'PERIMETER CAULK By OTHERS r..�{ y+. " U SLIDING GLASS DOOR, FRAME SILL INSTALLATION ANCHOR D002 VIDTH SHIM AS RE"O'D C8 SCREV. (SEE NOTES) CAULK EETVEEN TVO BY v00D SLIDWr GLASS DOOR FLANGE BY OTHERS DOOR FRAME L SHEATHING JAMB 1-1/8, MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS CTYP.) tl/4' NAX 7 1 - SHIM SPACE J A i 1 T -- -TEMPERED CLASS .. . - (TYP.) .. DOOR HEIGHT Ll ,) EMBEDHENT 3 G _ 1-1/4' MIN. PERIMETER _- -- CAULK BY OTHERS SECTION B-B A-] MAX. — —1— TvO BY vOOD MEIL BY OTHERS -- "" -- SLIDING GLASS DOOR 'HOOK STRIP _ SHIM AS RFO-D. - - <SEE''NOTES) ,.....- --- ' y+ a 'iNSTALLATION ANCHOR, #a SCREV r lNi.=.LlA11Ltl'1 artinllrt =2 SCR£V TvO BY VOOD BY OTHERS .. CAULK BETVEEN . HOOK STRIP L _ SHEATHING -' f Ia 1t l.0+i`i- t • II i� ti ��. � ��;; '. ?1 .y .CAULK BETvEEN : G 'f- r a " DOODOORFLANGE - "' --:. ...._ dt' i ' 2 % .. L SHEATHING Y - SHEATHING BY OTHERS SHEATHING - -. BY OTHERS TEMPERED GLASS STUCCO <TYP.) STUCCO OR SIDING OR SIDING -BY OTHERS - ' BY OTHERS SLIDING GLASS DOOR _. _.. .. .. INTERLOCK - __.. ... .. .. .. HOOK STRIR=DETAIL r . )NOTES: W I1 DOOR MATERIAL: ALUMINUM ALLEY 6063 .. - )C7_ 21 .9 WSTALLATICM SCREvi JST SE OF SUFFICIENT LENGTH TO ACHIEVE IN. ENBEDNC-T OF INTO VWIL TAPCON TYPE INSTALLATION ANCNIRS AT SILL MAT,BC Of 1 1. StFFIC1EnT LCK+TM TO ACHL-'VC Mn. E.MaEbiNT 6 1-1/4' INTO nAA.aY OR CUNCREfE --- �1 31 INS rALLATEO. ANCHOR CHART OM BACK OF THIS SHEET. a) USE SILICOMZED ACRYLIC CAULK 9EHIND DOOR fLANGC AT HEAD L JAH9S 5> USE SILICCMZED ACRYLIC CAULK FOR PERIMETER SEAL ARWND EXTERIOR 6' 0063 ' 61 IF EXACT DOOR SIZE IS MOT LIStEO In ANL`OR CHART, USE, .V'T ANCHOR OuTITT, LISTED vItH:N[Ki 3-.1 LARGER SIZE. FOR RC APPROPRIATE DESIGN PRESSURE RCO'D. I T) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONrIGURATION TO FINISHED aDUMG. B PLACE INSTALLATION ANCHORS.IN FRONT Or NOSTRIP AS SNIVN ' 8) GLASS THICKNESS NAY VARY PEDE. R REQUIRCMCHTS IF ASTM E1300 GLASS CHARTS. 9) DOOR OMIT lS APPROVED USING TEMPERED GLASS IH SINGLE GLAZED OR INSULATING GLASS _ ID) JAMB A SILL CORMERS ARE TO 9E SEALED VITH A SMALL JOINT SCAN SEALER 11) SHIM A; REO'D. AO CA. SET OF IHSTALLATION ANCHORS. A X. ALLSTACK TO SHIM STATO BE I,,-.. 12) ALL INS f-LAI 01 ANCHORS MST BE NADC rS CERROSION RCSISTANr MATCRIALS. - RRE-ENTY MOVNG pAE AHD 9ac' REPRO NTS FIXED F-CL APPROVED _R _ _ COK'IGVRA TIONS ARE a= LlSiC9 01a AeCKR EN:.RT 6+ 9ACK Or THIS SHEET. NOT ALL CEEN IGlLRArIONS LISTED AaOVE ARE SHOVM ON THIS DRAViHG. MOVE NSTALLAr1ON EXTERIOR ELEVATION SCCTIOnS -A A•, '9-9- L 'C-1' STRIP DETAIL APPLY TC INSTALLATION OF ALL wPPRO`2D CONFICAP.A TIONS. 2 PANEL DOOR SyC!`JN 15) FLOR DA EA A•N rRUDCRS IDDD SERIES SLIDING p-ASS DOER IS SN1VN THIS PRINT ALSO APPLIES TO 2W0 SERIES D 500 SERIES. D LIBERALLY APPLY / CAULKING. UNDER SILL -' Of. SET SILL IN BFG—'NS!A' LLTIP., ANCHOR OF CONCR=TE 3i 15' Di= TAPCO-N 1 2002 11 REV DESCRIPTION DATE i IN[ L L R I D A INT EXTRUDERS SANFORD FL. TITLE: SLIDING GLASS DOOR TNSTALLATiON WITH €D SCREWS Do_WN BY:B9 1 APPROVED 8Y: DATE: !2/!7/01 SCALE: NTS IDWC _`L_.rOc; S i 1 `-_'+ f 1 X z x 1/E InoC S.H. - r ,Z S nquu'u. Y „ r N Jnr.� ( Y= • '� - o T w5 X ./_ c-Lf Rc X 'J SELF _ ' \ TA.-alfia SKIS = X.. 4, IAPr 'l Sr'S TLT' mu t TEN C SEA! -ANT FFE"EEN . -F !"ZES Ti x 1 .. VIZOV FLANicS i.? :.5� �- t.� r }+" Y%7tlJ FLA'tx F - 1/C SELF t Kj_LION _ t Y.i_1u4 1 d> ,. TAPPI :C c l Et li d-i/F SE: ; i ._ is ?INi S`!S r � SrCTIQN�-A=°A - S�(T 0:` A—,; t2;' TYP:".r`L -,'=FMCA_ 7C 1 k 1 +3S X Va. SF l �o ^:TA!L - -- -- -TAPPING'-S,SIX..II2 2Y._f�J/ LVCT P SECTION 8-B - X c _ X c 1'.. X_ ip 1 T�iS7A RTLti -Ad= i JBE Mf_LfaN TLyc < rA , CIIN woo S+t -ir.'G' S.K. —i f SEA! AK7 i3=iL7EE` t JAMP <TYFJ / VIN37V FLPK8 X.1-1/2 SELF JAYS CTYP `. L ua l y s TAPPLVC SNS - - SFCTIO'� A -A (7) a8 X SELF fib X 1/2 SELF i/2 �TAPPiG SNS TAPPI- SMS `. 3 . � 1 1 - - S- LE TM cE'C-N SEALANT $£TVFT1VLL L F4•.. E X i-1/.2 SELF ViLNES L Y,P.IIO.Y ._ . A?PaC Vis ' ?A.�PING S+SS C_VT7Oi %+-4 �41 SFC;;M —A.. (3i - Tcc X < X 1/E T RE WILL VIN' 1Cec S.P. -. ,iAma ;cvc� 1. -L X _ic Sc_ cAL 1 _ X : X 3/8 41 mac' X :/2 SELF ' S'REV R40"'a <TYf S.1 CLL� EYi~Ilk fir SIL+' BY OTHERS PJXII IAR" tPL' <FOR ABS'1TlON:AL A'!f' qS, INTERNATIONAL, .INC FLORIDA EXTRUDERS cpNFORD, FLORIDA 'ITLE:SS R _rUU/ _�0 I A\Gc Jr!=� ! � !4L. __&q IIN-0 HnRIZ NTAL S- I C . on«c ay 4DDROV D P.Y: i 0, 1E S C�N E p lj� To Sx SEA.. 7,) 2X muLuoNAR_ Eo) 4. MULLIGN —10C-0 F.W-/D'CS; Nc:Z SIL!-YF:.3 2/-! SELF X 3/ SELF T r: SMS CC..N-=rTE OR t4AM�y I TAPPING ZxS By OPT _ LNSTALLAWQN* ANCHu lw ANC-Oi x E I/E X.2 71 _4U KJL' 19N J4Z;l v VM_ A 4• - my F X F __ L"7 f FLORDA _J_ Im 4. 1UNTTI er X Z. SELF A -A TAFFIN' SMS TAPPING SMS Ical S14- Sj AH7'D STER CTION A'—L (2 L-T�-_=H '..SECTIQN A—L QA rlASGES L mn.LM Ian F.WDESIGNER $ --LL <TYF.) V�oo F.WJD-ESIC-NER SILL (TYP.) ILi_ (TYF.) ;;s x 3/4 Sr x 3/4 SELF L .98 X 2/4 SELF TAPPING v T TAPFING SMS TAPPING SMS I x 2 7/16 X 3/a /8 I/E 2 4 X 3 1 .14' HIN. I X 2 7/16 TUBE MULL— VJEI T TUEE HULLICIN — ------- - �q 1EILANT BETVEENZ SEAL A`:? jiETW= -IT A lCN Ati P A t 7 7 A SELF �2 Y 3/4 SELF t F 'o, ..4 SMS T_YP.)1:r- ilEAD SECTiC.-N A —A (Al mi X 3/4 SE; I SEALANT B�TVEE Sc�CTIQCN A —A- -! /� ! /� vlt4nov FLk*tGES TAPPING SMS MJLLItiv P',,V./D-S-C.N;R S-ALAN'T EET*-'Erl ' - - ' - o' �_l 'I SILL a Yr.. "P.) -VATICL4 #a x 3/4 SELF Y�' 2/4 SELIF SMS -TIC A A —A (7" V!Elfi�IC FROM EXTERIG-F p p N G sm S I x A x --is X 4 X l/ 6 r INTERNATIONAL. INC AORIDA EXTRUDERS SANFORD, FLORIDA u ;TITLE: fjth!,, 1 -5-06-. ANkH S Hr'—_ E T Qf P_ T;,-iN _inRIZONTctt_ MUH C T I C -M S r C rR L/ T E S J 1 D P-A BY: ----------- -- �� P-PPROVED BY: F _- 177i, �s 1000 S.H. 1 X 2 X 1/8 1000 S.H. I X 2 X 3/8 .TWO BY WOOD DETAIL C JAMB (TYP.).. JAMB <TYP•) TUBE MULLION TUBE MULLION BUCK BY OTHERS r:.. I8 X 1/2 SELF IS X 1/2 SELF 1 1/81 MIN TAPPING SMS TAPPING SMS EMBEDMENT • t ._ S - T 2 X 4..X:..3i3l I8vV00D -...-,iu �41& SEALANT .BETWEEN �l t� Sc FRAME I T TUBE KILLION -.S -WISE ' BETWEEN -�:4 L.rA ?i. i r; <, 1 �S : "t{ s a r --_INSTAILAT[DN':ANCHIIR <T:�..., ..: i ive + "SCREV':CTYPJ --r--- -rY Cirk_s 1'r?ia r: 3 -'sd r`` :._vlrmw _ . i ,_ s .- _ �'a "`.� ;L'_NUlLION _- _ _ _ L� ti"4y > i Lag 1a yF ;O(TERMAL-HUI.IItIN"`-'� =_.• L MA_LmN t — ^X i-1/2' SELF _ t_,_:F i r .• ��:..� IS "X 1-1/2 SELF c '.3 a dKSTAItAT{[IN "tLIP:a �� f i " W {5:: .TAPPING SMS .:S TAPPIt�i SMS,I 1 SECTION 'A -A i1);:h: SECTION A A (2) — - — x• SH �� r PUES TO HEAD & SILLlv1lERE -4-,TUBE _ 1000 — - 1' X 2' 7/16 X .;1/8 - _: - - - - JAMB (TYPJ 1 X-2.7/16 X 3/8 r 1000 S.H.i J i ell& X MULLIONS .<. t Cc l000 S.H. . -_ _.. _, TUBE MULLION_ (TYPJ ._.... .JAMB (TYPJ ` TUBE MULLION _ c -T Ii HEAD APPLIES 70 . Ec SILL WHERE '6c I " X 2 7/16' TUBE MUU]ONS ARE 11SE0 ! JAMB j' i- - . - �. --- I8 X1 /2 INSTALLATIONArra mR - . ... I8 x 1/2 SELF- I8 X L/2 SELF _ . _ . .:. _ -. MSELF TAPPINGS - -_ ----. .._ --. -.. DETAIL B I D TAPPING SMS - .:. _ _TAPPING -SMS - _ .—._ _ /-• Sill CLIP I r-Y i SEALAN_ EN �1 1 S8 X 1-1/2 SELF v1rmWTFLANGES . . . . -. SEAIANi- BETWEEN -.. SEALANT BETVEEN TAPPING SMS ':. L 'HUULWN rMBEDtl0ff] .. .:. ' WINDOW FRAME ;.. • L MULL1aN._. ,_ WINDOW FRAME .._ ... ..._.__ L MULLION - - � SECTION' A —A .. .. (7) ... - ._. SHEAnw< ..:.;_.. _ .. .- I8 X 1-1/2 SELF - ..:SMS ' - - - _- - I8 X 1-1/2 SELF TAPPING TAPPING SMS tIFTAIL C vmn FruxDc ' SECTION A —A (3) SECTION A —A (4) - AUXILIARY PLATE 1000 S.H. JAMB (TYPJ - .(FOR ADDITIONAL ANCHORS, WHEN REQUIRED) I X 4 X 1/8 1 X 4 x 3/8 - _..._ -TUBE MULLION TUBE MULLION yLk c`' - fL' y 1000 S.H. JAMB (TYPJ _ / F= 98 SELF TAPPING \ SMS (TYPJ `-' DETAIL B MULLION ELEVAT 18 x 1/2 SELF :a x 1/2 SELF VIEWED FROM EXTERIOR O TAPPING SMS TAPPING SMS - FLORIDA EXTRUDERS INTERNATIONAL, FLORIDA INC FLORIDASANFORD, FIARIDA T:SER. 1000/1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEALANT BETWEEN ' SEALANT BETWEEN SEE OTHER SIDE ( SHEET 2 OF 2) FOR _ WINDOW �� FPAME F VINDOV FRAME ^o L MULLIOT+ L MULLION i DESIGN PRESSURE CAPACITIES x 1-1/2 SELF K8 x 1-1/2 SELF p(ZAWV BY: MSH APPROVED BY: TAPPING SMS TAPPING SHS ^ �, rn„ i ..-,., _..-,• „n. r. r- r�rin.i-1 c-rnnn. a n-- a r e - - 06 /2 ll Tt= n� In_ a .h V_ _ - 1 i 1 1/4' VIN. Q 4- Pv~GTY�RSr Y C� a 1 - ^..'X 1/2 SELF XTnPPitiG r/C S_-Y .. - _. EN=�L�Ch1 ...% •. IG�.L TA . a PPiItiu S• ,$ - _. _ r a r- 1 SEALA:aT-H�T1'rik:..,ns A_C TI N AN Ux ..,� S�St9SNT< L:N;''J �i L�3r�� >. r 1 1 r' t t' . �q-w-.•-......;. # ; XL` 7A v S.r"r�V'�`f�'"Tj^" 5 Z X < X 3/0 `Tua .MJtjl_ _ tr F & ram: x � t Y c� �n:� , � C 1 tTA>'Pu�.i .,SNS 1 ..: - 1 �� -•--+ ;;L t7Y fAt'a tUGiv 'G'-COtr�-fE�,'iitA3 Py: lOh'fa.A.: a = S�CTiOI. A. -A i2, ja�c%._ 1 (A�rurc:7o H A3 siY�� y'�c�sv�t _ __� _ _ . _ . 1 - - r1I 7/11E y 5 X 1/8 = I X E .7/25 X a/E _ » . 2 X t il J Y t y� ,: TL&z Hlriilu.*i. S.H:--1 -.._ .� ILBS M'JILiUh ..JAM:(TI'�,) ... _ JAM3 (TYPE 7 .. - .Ti:�L.. f IE x -12 SELF t Il:�raLRTla: rL"tCfiiR +y ` to -i S X 112 SE!f TAPPIWi _S-'IS S X i/2 SELF TA_-pi4 G SIMS - - - i - - :"-`.rr-•-t-.-'tt - _ ' ... .. .. v _t - CI ga .n /2 S-s -.. SG41_Fd-- EETV'—_t_N. .� , - �. MUL�L[� Ahuc.. _ tSce: 4.;T �... ii=TV=Zh- - .-\� _.. d N:k.t.", TAPahO SXS ... - 5 i;.A.LS. " -. ;t __ _... _ --., F-h (7 _ a -- - �.x= .. - - _:. EYt -_,� 3�.C.� - t l ?c K9 X 1 SELF 15 ` ._I.� <ELr _SECTION ... -. aS. SILL -By C.FRS TAPPING ".SMS TAP=ING sms i NT41L E -� !. ,. Gi!YfUady F :ice - ' SFC,TI J!\ ti-A (S) C_Vi.V y .`. -Al lL-! j t 1 .. i -jY FLIJ T7Uv fz N !1CRS {v'4EN R 4JQ=L) rLige M i MIN' X.4 X. 3/S a.LL Lluti II gi i,� H�•�' i - / i 1 j i - 7 - I -. -. .. -1 J01.3 gyp' t13 X i/_ vci!'�-. -A \-�tr, s — --- ----- ; -- -- INTERNATIONAL. INC- F, FLORIDA EXTRUDERS Slu`IFORD, FLORIDA :TITLE _ t Jr��= �F ;c - N � - -S_ APPROVED BY: r MIaM10ADE PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Jefcrson, P.O. Box 76 Pittsburgh ,KS 66762 NIIANII-DADE COUNTY. FLORI METRO-DADE FLAGLER SUILDI ' BUILDING CODE COMPLIANCE OFF! METRO-DADE FLAGLER nUILDI 1.10 WI?S'r rLAGLEIt s'rum7r, surni I MIAMI, FLORIDA 33130.1 (305) 375-2901 FAX (303) 375.2 (:()N'1'IUCICO ( LICENSING II:CT (303) 375.2327 I:AX (305) 375•: coN'riGICCUti 1:N1 U1(C'lf1IP:N'1' invis (305) 375.21)" VAN (305) 375-; PRODUCT r CO,N'I'Ito 1. UIN'Is (305) 373.2902 VAX (305) 3724 Your application for Notice of Acceptance (NOA) of'. Eutergy G-S S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter d of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da(. County Building Code Compliance Office (BCCO) under"the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure I product or material at any time from a jobsite or manufacturer's plant for quality control testing. If I product or material fails to perform in the approved manner, 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 Building Cede. The expense of such testing will be incurred by the manufacturer. c-- ACCEPTANCE NO.: 01-0314.2i EXPIRES: 04/02/2006 Raw twarlguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND CENER,IL CONDITIONS BUILDING CODER PRODUCT REVIEW COi flMITTEE 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. tk P P RO V C D: 061051200 i Francisco 1. Quintana, R.A. Director hliami-Dade County Building Code Compliance 01'lic i Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE,: SPECinc CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with_ the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 22 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.I The Series Entergy 6-8 S-NV/E Insiving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets i through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date 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 leaf o this approval. 3.2 , Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri, Dtotection systc,r,. 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.REQU1RMNIENTS 6.1 Application for building perinit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate conics 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 Official or the South Florida Building Co. (SFBQ in order to properly cvaluatc the install ion of this system. � 2 Manu I Perez, P.E. Product Co ro Exam: Product Control Division c Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2QQ1 • April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi, and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for terniination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this off cc. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by th6 words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for tcrniination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCEP"ANCE ManueYPcrcz, P.E., Product Con tr ;ram Produ 'ntrol Division Glazed Units � COPAY U=MAO166.6 6'8" I'Ieight — Inswing X 2'0" COP-WL-MA0141-02 02-0419.08 (Application Filed) 52.0 NO 2'6" 2'8" 2.10'. 3'0" X0, OX, OXO t 2'8" + 1'0" Not Listed COP-WL-MA0143-02 Not Listed 02-0419.08 (Application Filed) — — 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17' 3'0" + 1'0" 3'0" + 1'2" 1'0"+2'8"+IT COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.'0 I NO I i 1'0" + 210" + 1'0" 17 + 2'8" + 17' j 1'0" + 2'8" + 1'0" VG" - 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17' + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2' 1 W 3'0' + 3'0" + 3'0" XX, OXXO ! 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 (Application Filed) 52.0 I NO I 2'8" + 2'8" 2'10" + 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" + TV + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonile International website (www.masonite.com) or from the technical center. 1 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 oche; structures). National, state or local building codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, ?A2012 & PA2f3;. O ak raft AR i EW rLe.VxCLA.1S G. N'1'p Y,U0011C M".go...N Fb&.(G"y D_'. ADi a 29. NO? Our conlmmrp pnp.un of p-x."a nuDionnn'll mikes SpeufioGons, otipn 7no proud oe.'ii s h"a to cDorge .0-1 n4f5ce. M Masonite International Corporation COP-WL-MAOI CO-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing TV X 2'8" J 2'10" 3'0" TV 1 1 2'8" + 17 2'8" L 213" + 1'0" I 2'10" + 1'2" 3'0" + 1'2" COP-WL-MA0161-02 02-0418.03 (Application Filed) 55.0 NO Not Llsted 1 1 COP-WL-MA0163-02 Not listedArrangernertl t.i t 1• / 02-0418.03 (Application Filed) 55.0 1. 1 NO X0, OX, OXO i1'2" I 1'0" + TV + 1'0" COP-WL-MA0164-02 02-0418.03 (Application Filed) 55.0 NO i 1'0" + 2'10" + 1'0" 17' + 2'8" + 17' 1'0" + 2'8" + i'0" 1'0" + 3'0" + IV' 1'2" + 2'10" + 17 + 3T + 1'2" 2'8" + TV + 2'8- 2'1C"+210"+2'1V i 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0162-C2 02-0418.03 (Application Filed) 55.0 NO 2'8" + 2T 2'10" + 2'10" 3'0" + TO" TV + TV + 2'6" + TV COP-WL-MA0165-02 02-0418.03 (Application Filed) 55.0 NO TV + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" NO' s,CS: 1. Cccr arrangements using fewer panels than wha! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite Warnetional 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 Miaml-Dade BCCO protocol PA201, PA202 81 PA203. Oakcraft — AR K,:. f.<lu .elr l,on „ 1 ,1:...,:::1 A1� F.N'1 kY VOORA N,.T. w dF4—,4,.E—, C—: Aon iO. 2WI Masonite International Corporation. �� om;a.wnc-:bo•oo,amolwoca Makes mecliwcoro.oeSipWD�aen dd)it;.•`.iW to GbJnye MWwl puce. e Glazed Units 9 �,pCUP-WL�-MAO1100e 8'0" Height — Inswing X 2'0" COP-WL-MA0146-02 02-0423.01 (Application Filed) 40.0 i NO 2'6" ( 2'8" _ 2'10" 3'D" 3'6" Not Listed EMMEMM 2'8" + 1'0" 2,8" + 1'2" 2'10" + 1'0" 2'10" + 17 COP-WL-MA0148-02 3'0" + 1'0" I 37 + i'2" Not Listed — — IBM 02-0423.01 (Application Filed) 40.0 NO i i r Xu. OX, C'XO 2'8" + 17 COP-WL-MAD149-02 02-0423.01 (Application Filed) 40.0 NO " ! 1'2' + 2'8" + 1'2" IV' +2'8"+1'D" 1'0" + 3'0" + 1'0" 1'2" +2'10" + IT 17' + 3'0" + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2,8" 2'10" + 2'10" + 2'10" j XX, OXXO 2'8" + 2'8„ COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO 2T + 2'8" 2'10" + 210" _ 3'0" + TT TV + 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" + 2'10" + 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 detai!:> are available from. the Masonite International website (www.masonite.com) or from the technical center. s. ln;sta:lalion instructions are available from the 1Jasonile Internaticnal website (www.masonite.com) or from the technical center. ;. Aclu2t c-,sign prassure requirament for a spaci`1c cuilding design & geographic location is determined by ASCE 7 (Minimum design loads for b6dings 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 PA2.01, PA202 & PAM. Intl".,•Ylr o"m O ak aff w.,..a. •rY EK " l 11-K.1..\ii f.N}'ky D(Pol:{ Uv�T Donn a;,a13.2M2 rcY«:.,, o.aw o.Y,l Ga cx:uaa,-�•c; .a of waYcl arc. mmcal"usese Masonite International Corporation - 1) '� A Glazed Units �aCOP-WL-MA0100 02 FIBERGLASS DOORS 8'0" Height — Outswing X 2'0" 2'6" 2'8" COP-WL-MA0166-02 2'10" 3'0" 02-0423.03 (Application Filed) 47.0 NO 3'6" Not Listed Not Listed — — 2'8" + 17 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 COP-WL-MA0168-02 02-0423.03 (Application Filed) 47.0 NO X0, OX, OXO 17 + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17' + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" +2'10" + 2'10" 3'0" + 3'0" + 37 A OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 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 & PA203. Oakeraff W •rv.lyrai" 'fc cA JIMTEK" f•clufively from F 111 I:NOI.ASC e:NI NY"UOOHi Non-T .rv�J fL«=1•u Emry Ooarf PR6N v��✓/.Ibi. ❑ � • �L f////h//® r 02 OuCom— Our oommwrq program of prooud MnDmvemml makes speciticaibns, design and product m o�.uf• o.".f Masonite International Corporation Eelad suoiect to Gunge wMout notKt. - c► R = v COP aWL=MiA0100-02,'' FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing 1 �: 1' � nag �• 1 I: 1 2'0" 7 2's" X 2'8" COP-WL-MA0101-02 01-1031.01 76.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed — — 1' I 1 1 I 1.1 -�• 1 1 1.. 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 02-0109.10 2'10" + 1'2" COP-WL-MA0103-02 (Application Filed) 55.0 NO 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" + 37 + 1'0" 02-0109.10 17 + 2'10" + 1'2" COP-WL-MA0104-02 (Application Fled) 55.0 NO 1'2" + TO" + 17 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0109.10 2'10" + 2'10" COP-WL-MA0102-02 (Application Filed) 55.0 NO 3'0" + 3'0" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.10 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0105-02 (Application Filed) 55.0 NO TO" + TO" + 37 + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft AR k EK" W ....J� 'i i <J A� E•cl"iir<ly I,a V1I .Kr1.•1S5 k.N'r MY OOONS N T..wna Eawe."En- AP ril 29. 2001+ o".ierT near. our commmno prooram of podua rnprovemem makes specdicalans, des�pn and produce Masonite I n t e r n a t i o n a I Corporation dead'.D't' w Cnanpc .0.0 noe¢e Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing X 2'0" COP-WL-MA0121-02 01-1031.02 76.0 NO TV 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — — 1' X0, OX, OXO 1 1 2'8" + 1'0" I' I COP-WL-MA0123-02 (1 �- 02-0109.09 (Application Filed) r• 1 1 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 17 1'2" + 37 + 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-MA0122-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2T —_— 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 210" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akcxaff _k E1% FIHCKGC- 5.1 FNl'1EY DOOEtt N"..T."e.rW F—r.E i,, n April 29. 2002 Our Commuing program of product improvement makes specifications. design and product delad suomcl 10 cnarlpe wilnoul notice. - - /�/�� / E•<lurr<ely Iroin �IILIYE�nI�r✓�v/n ❑ 6 � du. ity Doan Masonite International Corporation Opaque Units '$:C0P-iUL!MAQ160'02 FIBERGLASS DOORS 8'0" Height — Inswing X 2'0" 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 — — OMMOMEM=20M X0, OX, OXO 2'8" + 1'0" I COP-WL-MA0108-02 R�W 02-0109.08 (Application Filed) • 1 55.0 1. 1 NO 2'8" + 17 210" + 17 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO ` 1'0" + 2'10" + 1'0" 17' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 210" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akwaff AR k EK'" m F IMI:NOI. T'l\ F. r,,Y OOOµ{ E_0o aord 29. 2002 Our conunurno program of or0dua imDrovemenl makes sondtWrons_ desvn and oroducl M d s o fl I t e I n t e r n a t i 0 !l al C o r p o r a t i o n dean suoJtcl 10 change wenout nonce. J Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing • X X0, OX, OXO Singles, 2'0" masoniteInternationalt COP-WL-MA0126-02 , 02-0109.07 (Application Filed) t • • , 70.0 , ' 1 NO 2.6" 2'8" 2'10" 3'0" 3'6" Not Listed 2'8" + 1'0" 2'8" + 1'2" 210" + 1'0" 2'10" + 1'2" COP-WL-MA0128-02 3'0" + 1'0" 3'0" + 17 Not Listed — 02-0109.07 (Application Filed) 55.0 — NO 1'0" + 2'8" + 17 COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 (Application Filed) 55.0 NO TV + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 37 Notes: i. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 O akcraff 'I AR k EEC`" E.elu.i.ely l.o n n.1 4r:r e—, a 1`114—GLASS EN'I NY DOOMS Non-L+rvrW FM,.. Envy pow. a ApA 29. 2002 Masonite International Corporation Our conunum0 propnm of producs improremem makes specilicalions. design ua produn detail SuDitCl 10 Grange 'Ahoul nOlicc. AMID Unit nDOO SINGLE s' TYP. 4 1 " UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYR • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. April 29. 2002 Our contmurng program of product -orovemem makes speci4Glans. deslpn and product dMaa subject to c"ange without notice. E.rt ufirely Iron /� Masonite International Corporation M • or • as g °AMID-WL MR000302� h. Unit SINGLE DOOR CL TYP. TYP• TYP. TYP. UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. MITI • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. ' I I I I t 'll • Width of door unit plus 1/2" • Height of door unit plus 1/4" I t t t -t t t Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16"' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & RA 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. w E •<fuf�r<ly Iro••� Apm29 2902 Masonite International Corporation C)o, w 40w 3neCd-,ol,. des.on ane yocuci oemd suoiea le cnanoe wenom noKe. } 0x0 IIIIf I Unit r SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8Y1" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. t • 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" r I r r r t t t T 7 IF Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. n April 29. 2002 00. tmna a.ouum a. n•Wa::^i•w�+ru:n1 nCub:S SVfUtsn Nn•. dcsN^+"c mua"a dead swrea ro :range .dnom nol— /�/� f•<lui.vrly I.ont Masonite International Corporation • oxxo a£:.aF MID=.WL-MA0005=02 :; Unit DOUBLE DOOR SIDELITES b CL TYP• TYP. 3• o TYP. TYP.I i li ii i ii it i it li i 1TVF 6'8' 13- f i t f t f t t t t T T T T T WITI limit ME I • 6 per vertical framing member • 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0" UNIT 5/16' 17.1/8" MAXIMUM ON CENTER TYP. • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. April 29.2002 Our com,—ng Mop.am of 0todu0 mofovement makes som&cat,ons. desgn and 010du0 Wall s.!uW to c"anQe dhout no,., f.<lu.�v<ly Irom Masonite International Corporation XX Glazed Inswing Unit APPROVED ARRANGEMENT: Oi�%x. fir,. Lj CON-MA0142?"M FIBERGLASS DOOMS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". r Double Door Maximum unit size . 6'0" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have 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 as 00 00 00 �00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n o 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RR, 23 RIL, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be usea in the following door style: Eyebrow 5-panel with scroll. Oak _raft AR k EEC W ooa.Kr.in fe <.1 I;IIt I:R(;IASS LNIK" 000——.T..— E." Doors April 29. 2002 Our commumg program at oroduct mo• emem makes specnKatans. aesign and product detad subject la change without nonce. .+Oe. y0e Masonite International Corporation '1 XX r l r t Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: all :z 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: . TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak�raff AR 1 EK'" W "1'c c.l I IULK(;LAMS LN rKN'•011<)K\ Non-7e. f—g—f—I0— April 29, 2002 Our conenump oropram of Orodutl improvement makes spnRiulions, design and product detail subtNl to mange.,IW,4 n. Ke. E •�lu�rr<IY Dour PREM CVe,✓i,�:, Q �" Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size = 6'0' x 6T Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 an 00 00 00 00 100 Series 133, 135 Series - 136 Series 822 Series 1/2 GLASS: o a M 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' -This glass :a may also be used in the following door style: Eyebrow 5-panef wilh scroll. Oak raft AR 0 EW I ItiLNIii-AIS l:n-1'N 1' t)C)(IHl —>••u•r.0 Fp.f—E•.vr Donn April 29. 2002 0n1 , Np,>m 01 0•oaua imOr Ovfmfnl m]k C5 SOfOLplroni. OCSpn dn0 L•OCOCI ai,uii fuw,,, n w,10001 0014t. Masonite International Corporation 1 • or • wr °COP WL MA0143 02§ •�" Glazed FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a on as 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" ' laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). wor 0`4 90'4 Noffimal" State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 I I Oak raft AR k EK" E:r,�,,.� , .•... fLe.ea.r E••v, Dow. � el PREM..._.e. MA" c.,�u.�;,,, April 29.2002 Masonite International Corporation Our commmng ormam of U,odun �aro.eMenf makes SOttdlcai,dM. desryn and produci Jew.1 5onRct ro thane, wnh0u1 nonce • •8' COP WL=MA0144 02. • ed Inswing Unit FIBERGLASS APPROVED ARRANGEMENT- as r; 0 -K 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size = 9'o" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. stale 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: 114 GLASS: 00 00 00 00 00 �0fl 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n a o0 od a c� 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R7L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' -This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR k EEC'" E. I�,:..1, r.•m 1,1"LN61-A1\ LNI Nl" 000S N T..0 rEa ,—Emrr D. PRC,, ny-V / 6 Apt 29.2002 Masonite International Corporation ou, [onruunno O,ogram dl p,odua-9—emenl makes S0Kni j,on,. des,gn and p,oduq I f delaa SAW to p ge wdnoW nol�Ce. a • • COP-WL-MA0144-02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 77 a �E as oa 404 Series 410 Series 10 -Series 114. 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.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 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK" 1 i11'LKk;1_ASN LAN I Nl"'U<1()N] N T.a FT..Nu Em Doan April 29.2002 Our continumo Program or product imino"meni makes soecitidalions, design and Product detail suPlea to c"e without nonce. _ E.<tu.�velF Irom m o�• roe Masonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: A� COP WL=MA0145 02 :¢ FIBERGLASS DOORS o _.. , . o .. Double Door with 2 Sidelites Maximum unit size = 12'0' x 6'8" Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or. MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 Ho M n 0 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 RIL 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR1 EKC- 1:11ILRGLASS ENTRY DOORS Non-T .wM ianrr4u Erwr Door, a N PRFA1a..,aW.✓i.�:. April 29.2002 Masonite International Corporation bu, Conbnw,q p,op,am of olooun -D'OvMenl makes SONditahons. desrQn and product dews suoi,ct to [nano, w nout nice. . 0XX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 00 404 Series 410 Series 109 Series 114, 120. 122 Series APPROVED SIDELITE STYLES: a o 129 Series 200 Series 12R. 12L, 23R, 23L, 24R, 24L Series { 152 Series 149 Series 300 Series x k44 t$�j a 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" ' laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane loam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 I 113 Oak�-,raff AR k EW m 1„ E� <le lro 1 `I IIINI`L.\\\L-1 NI Ea»g—E—y Dow, a April 29. 2002 Ow conownlg program or product.mo, ement makes speGLcatmns. design and prpdact M a s o n i t e International C O r p O r d U O n deua subject to change without notice. XX Glazed Inswing Unit APPROVED ARRANGEMENT: oto.P WL=MA0147 02 p �� . 810" FIBERGLASS DOORS s; o .' o Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door Max mum unit size = 6.0" x 87 Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-nalional. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: DIM 00 00 822 Series 00 404 Series 108 Series Oak raff ARC.. rnrcKernSs unrKv uuuks Nonr..w..ara,..elauE.wyDoon v�n�.✓/..✓.:.,. Q m Ou• I.y Ooo.. April 29.2002 Masonite International Corporation Ou. Commo ng yogum of p.pdua unpwvement mates SpKjjCatiOnS. design and produol OM4 s'o,eet 10 change'00.1 nonce. - XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). [A ii-rAr I Ow , WA , V"a State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raff AR k EK" Tcarurv.l t't 1.1; 1,11.1 LII.I t) - WnJ.a F4 g—Envy Doom April 29.2002 Our conunwnp program of product nnorovement makes specifications, design and produCt detail auti ect to cNnpe without notice Ev<lut�vely Isom PREM a i„11_ ✓,e, Q ° n O.tutY Oeo.. Masonite International Corporation I XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT. .COP ,WL MA0148 02" 8'0" FIBERGLASS DOORS 0 o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0'. Single Door with 1 Sidelite Max mum unit size - 67 x 8V Design Pressure +40.0/-40.0 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-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: MM 00 00 822 Series 1/2 GLASS: a 00 404 Series 108 Series Oak raft AFZ 1 EK'" rnn�«ru....as i;xr«s,urin«s re....r...a c",., 6.,,r o..., PRfi DCV?- o. r ..— Alm( 29 2002 Masonite International Corporation Om connnumg prog,am of pwodua unp,o.emem makes sVe 1,C ,dn5. dcsdln and Product - oetau suUX0 W mange wd.0.1 XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. , Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1.� f / 69f3� State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR' EK'M I11111i GLAS[ LN'I Ry DOORS Non-T .onea rA..ahu E. Ooon r-y1n. ❑ �/. „Iq - April29.2002 Masonite International Corporation Our cominumil Grogram of 0100uct imp,dnmem makes spKilicalgns. design and product detail S.DIICI 10 Change w Mul ,01,Ce. OXO Glazed Inswing Unit APPROVED ARRANGEMENT: �aaCOP WL:MA0149 02°` 810" FIBERGLASS DOORS a 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0rr_ Single Door with 2 Sidelites Maximum unit size = 97 x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or- MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 00 404 Series 822 Series 108 Series 0akcraff AR 4 EK " om VIIf LItr:LASS LH rXY 001IH\ fbmT<•wrW Fle.xY.r Em 0— April 29. 2002 Masonite International Corporation Our conimmng program of pr0oua moroveniesl makes SpeOuCaWS. deS.gn and product detail Subject to Chanoe wdhout not -CC OX0 Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series WL=MA0149-02� 890" FIBERGLASS DOORS HA? 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, 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. e 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 Oakcraft AR EW wtod '1"<Rrur<.1 FINLRt:LASS l:N I"XY QOORS h Te.vr<d FLoe Entry been April 29, 2002 Our continuing program of product improvement makes Specdiicalions, design and product deed sublev to change without nolic, C,, Ea<lusiv<ly, Irom Masonite International Corporation OXX0 Glazed Inswing Unit .8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 5 O O 4 W y . Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size = 12'0" x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or. MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: an na 822 Series n 1-1 as 404 Series 108 Series Oak raft AR 4 EK" I:In LRCL.\l\ LI`NI M10009l �"T`�=--a, �F—,D— PREM aW nOu �Oe April 29.2002 Masonite International Corporation Ow conanwng wogram Of product -tno, men, makes specdiPtgns. des,gn and product dead Sunject to change -shout notrce. OXX0 I t I t Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: ak 810 Series 300 Series APPROVED SIDELITE STYLES: jo 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK" FII11:M(:LA 1\LNI Ns-DnnNS tbrvT.u•eafOe.a4u f—I Dmn rAUYIa/V �•,��r/i.i r///V/ April 29.2002 Masonite International Corporation Out [anunu.4 Drog— 01 oo0ua ,mo—C-1 makes swdicalans. otsi0n aN olooucl deui1 suDito to mange M'ilnow nol,tt XX Glazed Outswing Unit R :e E •; � 4 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure +55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 anq 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 00 00 �0fl 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RA_ 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used m the following door style: Eyebrow 5-panel with scroll. — '.Oak AR4EK ..,,;,j 1, 1:1\"1'.1 U(IUN\ ry T."o1..E fL.r F—y Omn April 29. 2002 0., conen-o woo— of wod.v nnB10—IM makes dasipo ago p.oduo dna.l suoieci to cNtgo wnlwm no1Ke C,, E•.lutire ly l.om m ou• • Ooa.. Masonite International Corporation XX Glazed Outswing Unit ,COP WL=MA0162 02a FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as as 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series' CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. - License Number 56533 Oak raft AR k EK E... , .a...am 1=1ULktiLASS LHIkI000kti too..-T..,�.<aEa..p„.En.,0— PREM a April 29,2002 - Masonite International Corporation 0., COn1,nO q 0,.Q m 01 91.6O /.•O. 1-1 mikes dmg- and D,.d.LI Oeun 101ea 10 c0an0e wn00w ..0ece. XX Glazed Outswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6Y x 8'0" Design Pressure +47.0/-47.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and. MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: ao 404 Series no ao 822 Series EJ 108 Series O akcraff AR T EK" 1711f12KOLASS LN'rNY VOOKS --U.—f E^ Door Aprd 29. 2002 i r. Our commwil program of product .np.ovement makes spttdKabons. aesgn and product M d s O n l t e International C o r p o r a t i o n &W.I SOOIec1 f0 change wnnoul nonce I 4 341 2 1 iI4 IN(TOP REVISIONS (5) INTERYEDNTE STILES FOR 16' WIDE ODOR. ' 4 ursmET/WiAiET REV- NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION aPT1orAC LIC ctA_SS AI 00 A 1 82 11/00 - MWW OTY (1) WAS (2) FOR TRACK BOLT 1/a• ACRYLIC LATE$ AVNVaLE ( SECTION B-B) A HORIZONTAL !RACK RIP TORT BY 20 GA YIN. END mIATTACHED SG DOOR DOOR INl1FR (TO SUIT) SKIN WITH PATENfG-L-C SYSTEM _ EA \ \ (TOP, BOTTk1M a CENTER). TOTO cELANTTR). D VIEW e IS G FxV. STEEL FUG BRACKET. EAGI FASTENED TO . JAAB WITH (3) 5/I6'zl-5/8' W000 TAG SCREWS. LISTEDTRACK OONnGURATIOH ND,E. DOUBLE TRACK FFF Q C g A AYIa OPTION a C vlEw 'C' X Ht]GIR 7' E 2- GALV. STEEL TRACK, YIN TRACK 71IGO/ESS:.060• -0ee . E ��ta LOCK POSITIONp Zi TYP. RACK BRAG".12 GA G PER E. TRACT( II+ILY(Ef. .� 1 gT"POPR L)OOatq ({) ,RA(�( BRACKETS PEN 40E I TM � lHR TOP BHILNEf REPORT#9606C« C =1=31ONB rl rl rl SECTION.R SECTION, ErC.) /1 {=S/9' SHEET YEUL SCREWS LOCH. OF O...XL VENTS A OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH - 19'-0' O O WCIOF ELEVATIONc I/{'x3/{• $E1F TAPPING SCREWS. 14 C,L FND WNCFS 18 Ca INTFRME'OLTF XHNC--� NOTE l:VIEW 1 x u TAG scREws a 1s cuNTERs. 1 oD. MIL-$ DOORS 11P ro 7'-0' IICFI CONSIST OF 4) SECIK)NS (SIKIWN)). FRONT ERWE WITH U.V. wA9WTt RE0l1ItED. UG SGI.YS MAY 8E NlkN1ER51k11( DOORS OVER 7'-0• MICI CONSIST OF (5) SECTIONS (NOT StIOwN). COATING ON OUTSIDE SURFACE (81ff NOT REQUIRED) ro PROMOE A FLUSH 1e0UMI1G STOP 1e0lIlDING BY DOOR INSTALLER (TO SUIT) SIISACE HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. 2z8 YELLOW PINE JAMB 20 GA YIN. GAw. STEEL END SRIE n 3 I 2' THICK 1/8 8�58 �E OPTOM 10 zo Cl GLv. STEEL Tm WIEft. STRE WINDOW L__ 1101Om NNSIOE / SECTION B-R 12 GA- CAM SEE! TRACK LITE RETAINER - BRACKETS FASTENED TO WOW JAMB-/ 25 GA YIN. STEEL /8=3/{• PAN HEAD SCREW WITH ONES 18'a1-5 SKIN COATED WITH G-40 NW. (10 SCREWS PER LITE) 3 8 z4 SLEEVE ANCHORS ON 21 CENTER$ (C-90 / ro' KB ACC GALVANIZING. BAKED -ON PRIMER. ),OR 2C CENTERS (2.000 PSI MW. COc--9-o ) OR PER (RACK BRIGh"f. AND A BAKED -ON POLYESTER I/{14 TAPCON SCREWS ON 17-I/2' CENTERS (2.000 7/18' I.D. ROUND T TOP COAT APR" TO BOTH SUP LATCH ENGAGES PSI YW. CONCRETE). WASHER$ -1/2' NTTH FASTENER (ONE PER ROLLER) 18 CA CALV. STEEL CENTER MNGE SIDES OF STEEL SIM. 12 CA GALV. STEEL TOP -ONTO VERTICAL THICK. PSI MI ANCHORS. 1. 0.0. RS WASHER REQUIRED FAm]iEp TO IMER. STILES W�(4) ROl1ER BRACKET- EACH ONE SNAP UlCN ON WTEN TAPCDNS. S. I- DS WY eE SHR/IFE UIR 2• GALV. STEEL TRACK FASTENED TO 14 GA GALV. STET! RIX1F3N WN( 5 F1{6/8' SIIF{T NEVL SCREWS. BRACKET ATTACHED W/(4) EACH SIDE OF DOOR. WITH NOT REWIRED) TO PRY BE A RUSH 11 CA GALV. STEEL TRACK BRACKETS. FASTENED L END mIES ETC" W 4) INTER. STILE ( TRACT( ATTACHED TO EACH BRACKET 14zS//8' SNEEf METAL SCREWS 14z5/8' SHEET METAL MOUNTING SURFACE HORLZONTAL JAMBS 00 NOT WITH ONE 1/4'z5/8- BOLT h NUT t{) I/4'=S/4- SELF TAPPING SCREWS PER END HINGE. SHIP LAP JOINTS. TRANSFER LOAD. - . OR TWO 1/4• OW RIVETS. OUTSIDE KEYED -� HANDLE ENO ENO 2' OEA SNORT STEM. 10 a" STEEL ROLLER. 1♦ GA GALV. STEEL END HI GE EACH STILE STILE MARK WESTERFIELD. P.E FASTENED TO END INER. PREPARATION OF JAMBS BY OTHERS. K � FLORIDA P.E. JI48495 STILES W/(4) /14.5/a' INSIDE HANDLE STILE NORTH CAROLINA P.E /23a32 SHEET METAL SCREWS 3• TALL U-BAR R (4) 1/4'x3/4' SELF WTSIOF KEYED LOCK LOCK BAR MI GA GALS. STEEL TAPPPoG SCREWS. SMAP .rI GH �mt OPTION TRACK ON NOTE 2. THE DESIGN of THE SUPPORrwc 9TRUMRAL ELEMENTS ENGAGES IN DESIGN LOADS: +24.0 PSF & -24.5 PSF MI"' YEIID STRENGTH: 50 KSI OUTSIDE EACH SIDE 914I1 BE THE RESPONSIBLITY tK THE PROFEss�NAL OF TEST LOADS: +36.0 PSF & -37.0 PSF L� 3_ HANDLE OF DOOR RECORD FOR THE BUILDING OR STRUCNRE AND IN ACCOROYICE 3' TAL = 20 CA CALV. STEEL U-BARS ENO SI1EE BOLT 'AlTll CURRENT BUILDING CODES FOIL THE LOADS 115TE0 ON awaNAL Ixuwrs AAE able « INMIE IN A 2-1-2-1 PATTERN LE Two U-BARS mlE LOCK ENGAGES TINS DRAWING. a« — A nA1TEn sTAL (BNlass). PART NO.: - 1 ON BOTTOM SECTION. ONE{ U-BAR ON NEXT INTO VERTICOL A 'r SECRON ETC.). EACH U_BNR ATTACHED TRACK ONE NOTICE - . ` WITH I/4•z3/4' SELF TAPPING SCREWS LOCK ON F KEYED LOCKConFg4nlgl/ProPlAluY nlorm.Uon Unleaa Stated OIKerWias 312 IPe4Wt A SY4 1600 PER STILE LOCATION. EACH SIDE a CJBPAY BUILDING PRODUCTS 00. TOLERANCES ere IDEAL Cincinnati OH 45202 =,,,1 A,�;,, aw P,�, Tel. No. I-f13-381-4800 OF DOOR. '1. .0 >• t.03 WJr I81Oma"L Fax No. 1-513-762-3519 INCKIf 9 RD r mea. e..A.Y. « al.Ia.1w sFOTIon A -A T9oE V1EwT 1. dlhaut m INb <.a.wlL FaXx. m .GO t.015 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD aa.�. W. mm -,.wet Ia .000 = t.005 13 GA CALV. STEEL BOTTOM BRACKET. —tY Ler — d. - mM DRAWN BY: BMM DATE: 4/18 00 SCALE: NTS ATTACHED WITH (2) /14.5/8• SHEET METAL SCREWS. -� Iw.p ..a,elKq IA.r f— .0000 a t.001 / DWG. R ALUMINuu EXTRUSION C J1 Degrees - 21/2' CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 SIZE B k YINYL WUTXERSUMP. ! Third Mg" 4 Unless Stated OUlerwiae REV. NO. 1 / P oje<6on DIMENSIONS ARE IH wCHES. DWG. NO.: 102138 MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKI LISTED OPTIONAL DSB CLASS OR 1 ACRYLIC UTES AVAILABLE (SEE SECTION 8-8) (1) INTERMEDIATE STILE ATTACHED W/ TOG-L-LOG ((TOP & BLE URETHANE ADHESIVE 20 GA MIN. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOG SYSTEM AND (ALONG CENTER) r• — A TOP, BOTTOM & CENTER). T. REPORT#9606C I 25 GA MIN. GALV./ LOCK POSITION STEEL SKIN COATED WITH A BAKED -'ON PRIMER LOCH SIDES) I TWO POINT LOCKING LIE --III AND A BAKED -ON POLYESTER TOP OAT APPLIED TO BOTH DES OF STEEL SKIN. N O REVISIONS 1 I A4 1 11/00 1 - I MWW I OTY (1) WAS (2) FOR TRACK BOLT I 2' THICK 3" TALL U-BAR 20 GA. GALV. STEEL 1-7/8" 16 GA. GALV. STEE TOP T ROLLER BRACKET. EACH BRACKET ATTACHED W/(3) 014x5/a' SHEET METAL scREws. -SHIP LAP JOINTS x rr 14 GA. GALV. SfEd 0 ONE 3" TALL x FNASTENED TO END 20 GA. U-BAR (50 KS1) STILES W/(4) ts=s B• e PER DOOR SECTION. 1SHEET �43/4. 5Et' •L- AL END SLIDE BOLT & (4) t .. U I STILE LOCK ENGAGES W INTO VERTICAL x HORIZONTAL TRACK SUPPORT BY ODOR INSTALLER (TO SUIT)'-�II O 13 GA GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16-xl-5/8- WOOD LAG SCREWS. NQTE: DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION m 2" GALV. STEEL TRACK, MIN. TRACK THICKNESS: .060" _ TRACK. ONE 0 �- TYP. 2-1/2'xi2 GA. GALV. STEEL TRACK BRACKET. LOCATION OF LOCK ONm UxONEU-BAR z (4) TRACK BRACKETS PER SIDE. OPTIONAL VENTS A EACH SIDE PER SECTION. EACH U-aAR ATTACHED Z. OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR. wrnl Two t/4"x.T/s' sEu TAPPING o LHR TOP BRACKET MAX. DOOR WIDTH 9'0" SCREWS PER SOLE LOCATION. INSIDE SUDE BOLT DOUBLE HORIZONTAL /14x5/8' SHEET METAL SCREWS LOCK OPTION TRACK DOORSNOTE CUP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN). FRONT FRAME WITH U.V. DOORS OVER 7'-0" HIGH CONSIST OF (5� SECTIONS (NOT SHOWN). OM COATING ON OUTSIDE SURFACE DOUBLE TRACK O - O VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): - BRACKET. GALV Y� TWO n T LOW HEADROOM OPTION 1/4'x3/4' SELF 1/2x3' UG SCREWS ON 214 CENTERS: 1" O.D. MIN. 114x5/B SHEET METAL SCREWS. 11 IONAL 10 SCRTAPPING SCREWS. WASHER REQUIRED. LAC SCREWS MAY 8E COUNTERSUNK ALUMINUM DOT61510N SSB CLASS ORDOW LITE 14 GA END HINGES 18 GA. INTERMEDIATE HINGE LOUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING & V611L �TH�RF.1/8' ACRYLIC LTTE�,@. .C. SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. TK)N B-B SECTION A -A (SIDE VIEW) - %L8x3/4' PAN HEAD SCREW VERTICAL JAMB ATTACHMENT (C- (10 SCREWS PER UTE) END 2ERTI PSI MIN. CONCRETE COLUMN): MOLDED INSIDE STILE STOP MOULDING BY DOOR INSTALLER (TO SUIT) 3 8"x4" SLEEVE ANCHORS ON 24 CENTERS (80TH LITE RETAINER INTER 20 GA MIN. GALV. STEEL END STILE C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STILE 2x6 YELLOW PINE JAMB r 1/4"x4" TAPCON SCREWS ON 24 CENTERS (2,000 20 CA GALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1" O.D. MIN, WASHERS REQUIRED 12 CA. GALV. STEEL TRACK WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE / (BUT NOT REQUIRED) TO PROVIDE A FLUSH BRACKETS FASTENED TO WOOD JAMB) MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT WITH ONE 5/I6'xi-5/8' LAG SCREW TRANSFER LOAD. OUTSIDE KEYED PER TRACK BRACKET. \ HANDLE 18 CA GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W ((4) 2" GALV. STEEL TRACK FASTENED TO 14 GA. CALV. STEEL ROLLER HINGES 814x5/8' SHEET METAL. SCR 5. 12 GA. GALV. STEEL TRACK BRACKETS. FKETASTENED TO END STILES EACH W/(4) TRACK WI H ONE ATTACHED C1/4""x5/8' BOLTS&NUT i4) 1/4x5/4'x3/4 SCREWS8" SHEET METAL SELF TAPPING SCREWS PER END HINGE. OR TWO 1/4" DIA. RIVETS. PREPARATION OF JAMBS BYPREPARATION OF JAMBS BY OTHERS. 2" CIA. SHORT STEM, 10 BALL STEEL ROLLER. J�1 Qi; y8 N C 3 I3t,�ON SECTIO-C-C NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE RESPONSIBILITY OF HE PROFESSIONAL OF RECORD FORR HE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD, P.E. HIS DRAWING. WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON FLORIDA P.E. J48495 NORTH CAROLINA P.E. 123832 l 4 3 ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR, OUTSIDE HANDLE `ENO I V STILE OUTSIDE KEYED LOCK INSIDE HANDLE LOCK BAR LOCKING LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. C i 1 DESIGN LOADS: +25.0 P.S.F. & --32.0 P.S.F. OUTSIDE KEYED LOCK TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. SNAP LATCH LOCK OPTION awvuA uxratncs xa ac,.m x alc A xAasn srx Lr>eo`SI. PART NO.: - IIo11cE: 1 AUd"ae St""Othai- 32d,5Slde 16M a mAY PRODUCTS Ca TOLERANCES- IDEAL -.ci-ati1OH 45202 T& N1-53-331-4800 � 1 . "d. d kOt "Ot asmsomoomm Fax No. I-513-762-3519 a u,alm.d. ".aa. dupicald, .0 = t.03 mad. awaaM., « eam>»Aw .i6.aae m Dix .,e. Faila,. to .00 i; .015 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD "na... ,aWt m .000 t .005 ear'« «" °anoq" a ° 0000 = t.001 DRAWN BY: BMM DATE: a/t8/oo SCALE: NTS DWG. m �9 m...1mm. Degrees >_ ! 1/2'Third Mgla CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 SIZE Projecb- DIMENSIONS AREt IN ACHES. DWG. NO.: 102137 REV. NO. 1 FORM 600A '2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2289 Builder: DR HORTON Address: aster c.LyS�.t.1✓ �a�LE Permitting Office: City, State: SP.t a�=ovvp , FL 32'j-:75 Permit Number: Owner: Jj, Z . V CXZ-voN Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 5 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 2284 ft2 c. N/A _ 7. Glass area & type a. Clear - single pane 259.0 ft2 _ 13. Heating systems b. Cle* - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.90 ._ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. `door types _ a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A _ b. Raised Wood, Adjacent R=11.0, 320.0ft2 c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 835.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 876.0 ft2 _ b. N/A _ c. Frame, Wood, Adjacent R=11.0, 330.0 ft2 d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 ft2 _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33145 PASS Total base points: 36048 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY., DATE: 03.OZ hereby certify that this building, as designed, is in compliance with the Florida Energy Code. - ' OWNERIAGENT: DATE: AI q I0;�) 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: F THE ST9T�O�n �c0D WE�� EnergyGauge® (Version: FLRCSB v3.2) FORM 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 2284.0 25.78 10598.7 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1.00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 ' Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As -Built Total: 259.0 13628.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 330.0 0.70 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1809.0 2.13 3853.2 Under Attic 19.0 1809.0 2.82 X 1.00 5101.4 Base Total: 1809.0 3853.2 As -Built Total: 1809.0 5101.4 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 161.0(p) -31.8 -5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p -31.90 -5135.9 Raised 320.0 -3.43 -1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: -6217.4 1 As -Built Total: 481.0 -4559.9 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS - Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2284.0 14.31 32684.0 2284.0 14.31 32684.0 Summer Base Points: 44525.2 Summer As -Built Points: 50043.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier. (DM x DSM x AHU) Credit Multiplier = Cooling Points 44525.2 0.4266 18994.4 50043.1 50043.1 1.000 1.00 (1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 15198.9 15198.9 L. EnergyGaugelm DCA Form 60OA-2001 EnergyGaugeO/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS P-- Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2284.0 5.86 2409.2 Single, Clear E 1.0 12.5 7.0 9.96 1.00 70.0 Single, Clear E 1.0 14.5 32.0 9.96 1.00 319.7 Single, Clear E 1.0 14.5 53.0 9.96 1.00 529.5 Single, Clear S 1.0 5.0 10.0 7.73 1.02 79.0 Single, Clear S 1.0 7.0 23.0 7.73 1.00 177.8 Single, Clear W 1.0 10.0 39.0 10.74 1.00 418.7 ' Single, Clear W 1.0 11.0 7.0 10.74 1.00 75.2 Single, Clear W 1.0 3.0 8.0 10.74 1.02 87.7 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 9.0 32.0 10.74 1.00 343.5 As -Built Total: 259.0 2619.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 330.0 1.80 594.0 Concrete, Int Insul, Exterior 3.0 835.0 3.80 3173.0 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.0 4016.0 As -Built Total: 2041.0 5519.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1809.0 0.64 1157.8 Under Attic 19.0 1809.0 0.87 X 1.00 1573.8 Base Total: 1809.0 1157.8 As -Built Total: 1809.0 1573.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 161.0(p) -1.9 -305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p 2.50 402.5 Raised 320.0 -0.20 -64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: -369.9 As -Built Total: 481.0 978.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS. r-� Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2284.0 -0.28 -639.5 2284.0 -0.28 -639.5 Winter Base Points: 6747.5 Winter As -Built Points: 10225.1 Total Winter X Points System Multiplier = Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Heating Points 6747.5 0.6274 4233.4 10225.1 10225.1 1.000 1.00 (1.078 x 1.160 x 0.92) 0.432 1.150 0.432 0.950 0.950 4828.0 4828.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE .COMPLIANCE STATUS --�. Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of .. X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 • CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 18994 4233 12820 36048 1 15199 4828 13118 33145 PASS p4ZHE S IwoTq?�o� a c0D�5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB Q.2 FORM 60OA-2001 Code Compliance Checklist - Residential Whole Building Performance Method,A - Details �f ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.12.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between 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. RA-22 I7Tl4FR PRF.RrRIPTIVF MFASI IRFS Imimt ha mat nr aveaarlarl by all raciAaneac 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have.a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for:each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 r.. ENERGY PERFORMANCE ° t O;t MA (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.9 The higher the score, the more efficient the home. I . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 5 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 2284 ft2 c. N/A 7. Glass area & type _ _ a. Clear - single pane 259.0 ft2 _ 13. Heating systems b. C1eaf - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 48.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.90 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. 'loortypes _ _ a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 320.0W _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 835.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 876.0 ft2 _ b. N/A ' c. Frame, Wood, Adjacent R=11.0, 330.0 ft2 _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar _ 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 ft2 _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) sT ETA in this home beforefinal inspection. Otherwise, a new EPL Display Card will be completedti O�ZBE 0� based on installed Code compliant features. °„ Builder Signature: am O� Date: Address of New Home:J.h,►�L!�© d U S IhDA.(.f✓ LIW-GLFi City/FL Zip:G0WE D4 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) r—� For: DR HORTON Notes: DR HORTON—MODEL 2289 Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 36319 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 36319 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 2284 2284 18742 18742 0.70 0.40 219 125 . Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.0 HSPF 0 Btuh @ 47°F 0 OF 1600 cfm 0.044 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 30460 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data in Rate/swing multiplier 0.98 . Total sens. equip. load 31306 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Btuh Total latent equip. load 7514 Btuh Total equipment load 38820 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 10.0 EER 32900 Btuh 14100 Btuh 47000 Btuh 1600 cfm 0.053 cfm/Btuh 81 % „� wrightsoft Right -Suite Residential— 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCK E:\Files\DR HORTON 2002\2289\2289.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B C, D Entire House -, DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 18742 ft3 x 0.0167 = 219 cfm 2. Winter infiltration load 1.1 x219 cfm x 32 °F WinterTD = 7712 Btuh 3. Winter infiltration HTM 7712 Btuh / 297 ft2 Total window = 26.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18742 ft3 x 0.0167 2. Summer infiltration load 1.1 x 125 cfm x 18 °F Summer TD = 3. Summer infiltration HTM 2479 Btuh / 297 ft2 Total window = and door area 125 cfm 2479 Btuh 8.3 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 125 cfm = 3692 Btuh rroceaure u - equipment sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 31306 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 3692 Btuh Equipment sizing load - latent = 7514 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 Boldfitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrj0ht:Soft Right-SuiteResiderdialTM 5.0.64RSR26016 2002-Mar-0108:28:50 , iM E:\Files\DR HORTON 2002\2289\2289.rsr Page 1 RIGHT-J WORKSHEET y EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 NWNUAL J: ttn tO. 1 Name of room Entire House MBTH WIC MBR 2 Length of exposed wall 274.5 ft 20.0 ft 16.0 ft 14.0 ft 3 Room dimensions 8.0 x 12.0 ft 9.0 x 9.0 ft 16.0 x 15.5 ft 4 Ceiings Condit. Option 8.2 It heat/cool d 8.0 fti heat/cool 8.0 ft heat/cool 8.0 ft i heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (W) Htg I Clg (ft2) Htg Clg W) Htg Clg (ft) Htg Clg 5 Gross a 14B 4.6 2.1 999 *'** '*** 160 "*' **** 72 * 112 Exposed b 12C 2.9 1.9 971 "" "" 0 "" **** 0 "*' 0 walls and c 13C 3.2 1.2 330 '"' *"* 0 56 '**' "" 0 partitions d 0.0 0.0 0 **** **** 0 ***' **** 0 '*** 0 ***' e 0.0 0.0 0 .>.* .**. 0 .* * ...* 0 *... 0 .,,** .,.. f0.0 0.0 0 .*., 0 ,.** ..*. 0 *.'* * 0 **., 6 Windows and a 1C 37.0 " 206 7614 *"* 7 259 **** 0 0 *'*' 32 1183 ** ' glass doors b 8C 37.0 ** 53 1959 **** 0 0 *'*' 0 0 **** 0 0 *'*' Heating c 9C 38.7 '* 0 0 "'* 0 0"*' 0 0' 0 0***' d0.0 ** 0 0 * 0 0 ••** 0 0 •,•, 0 0 •,•, e0.0 ** 0 0 *"' 0 0'**' 0 0 **** 0 0 f 0.0 0 0 "" 0 0 "*' 0 0**** 0 0 7 Windows and North 20.4 42 '*" 849 0 '*'* 0 0 '*** 0 0 **'* 0 glass doors NE/NW 0.0 0 "" 0 0 0 0 0 0'*" 0 Cooling E/W 56.8 210 ***' 11919 7 "** 381 0 '*" 0 32 *"' 1741 SE/SW 0.0 0 '*' 0 0 *"' 0 0 "" 0 0 *"' 0 South 30.4 7 **'* 224 0 "'* 0 0 ***' 0 0 ** 0 Horz 0.0 0 **** 0 0 * *' 0 0 ***' 0 0 * '* 0 8 Other doors a 11A 18.9 12.7 38 717 484 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 835 3848 1719 153 705 315 72 332 148 80 369 165 exposed b 12C 2.9 1.9 876 2523 1703 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 330 1040 386 0 0 0 56 176 66 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1809 3068 4027 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 01 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0 (Note: mom b 19G 1.1 0.0 320 364 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 • 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.0 8.3 297 7712 24791 7 182 58 01 0 01 32 831 267 13 Subtotal loss=6+8..+11+12 - 33017 ***: *"* 1664 **" ***' 923 *'*' ***' 2745 Less external heating *"' 0 '••• "" 0 ***• •**• 0 *••* •••• 0 ••*• Less transfer •••* 0 •••• *•*• 0 ••*• •*•• 0 ••*• •••• 0 • •* 14 Duct loss 10% 3302 '*'* 10°/ 166 **** 10°/ 92 "" 10% 275 *'*' 15 Total loss = 13+14 - 36319 "" **** 1830 1015 "" ***' 3020 16 Int. gains: People @ 300 7 - 2100 0 "" 0 0 *'*' 0 1 "" 300 Appl. @ 1200 2 "'* 1800 0 ***' 0 0 "" 0 0 **'• 0 17 Subtot RSH gain=7+8..+12+16 *'*' *"* 27691 "" * '* 754 "'* '**' 214 ' "'* 2473 Less external cooling *"• •'*• 0 «`* *'** 0 "•• '*** 0 •••* :••• 0 Less transfer *'*' "" 0 "" "** 0 '*" "" 0 *"' 0 18 Duct gain 10°/ "** 2769 10°/ **'* 75 10% '*'* 21 10°/ :**' 247 19 Total RSH gain=(17+18)*PLF 1.00 '*'* 30460 1.00 *'* 830 1.00 '*** 235 1.00 **** 2720 20 Air required (cfm) "** 1600 16001 81 44 **** 45 12 "** 133 143 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wo'�ghlt50%t Right -Suite ResidentialT" 5.0.64 RSR26016 2002-Mar-0t 08:28:50 A--C�', E:\Files\DR HORTON 2002\2289\2289.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 I 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUAL J: im La. 1 Name of room UTIL 1/2 BTH FAM KIT 2 Length of exposed wall 9.0 It 5.0 ft 31.0 ft 9.0 ft 3 Room dimensions 6.0 x 9.0 It 5.0 x 9.0 ft 17.0 x 16.0 ft 10.0 x 20.0 ft 4 Ceiings Condit. Option &0 ft heattcool 8.0 ft heat/cool 9.0 Iti heat/cool 9.0 It heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (W) Htg Clg W) Htg I Clg (ft) Htg Clg (ft') Htg I Clg 5 Gross a 14B 4.6 2.1 0 '*** •"' 0 '**` "** 311 *"' 81 Exposed b 12C 2.9 1.9 0 '«'» "" 0 "'• ••»• 0 » "•• 0 »•»* :««« walls and c 13C 3.2 1.2 72 '*'* "•' 40 *"** "** 0 * 0 "•' •"• partitions d 0.0 0.0 0 '*" •"' 0 '*'* *"' 0 "'* * 0 '*•' '*" 6 Windows and a 1C 37.0 '• 0 0 "*' 0 0 "•' 0 0 ***' 10 370 glass doors b 8C 37.0 ** 0 0 ' 0 0 "*' . 53 1959 "" 0 0 Heating c 9C 38.7 *' 0 0 0 0 "' 0 0 *'"" 0 0 d0.0 *• 0 0 •*•* 0 0 ••»• 0 0 ••«• 0 0 •••• e 0.0 •* 0 0 "** 0 0 ***• 0 0 ***' 0 0 **'* f 0.0 " 0 0 0 0'*'" 0 0 "" 0 0- 7 Windows and North 20.4 0 "•' 0 0 "*** 0 0 "" 0 10 '*" 204 glass doors NE/NW 0.0 0'*" 0 0 •'*' 0 0 "" 0 0 "" 0 Cooling ENV 56.8 0 *'** 0 0 "** 0 53 '*'* 2883 0 *"' 0 SE/SW 0.0 0 •'•* 0 0 "•' 0 0 *"' 0 0'*** 0 South 30.4 0 **" 0 0 "** 0 0 "" 0 0 "" 0 Horz 0.0 0 "" 0 0 "" 0 0 "" 0 0 *"' 0 8 Other doors a 11A 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 258 1189 531 71 327 146 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 72 227 84 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 282 478 628 210 356 467 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 01 0 0 0 0 01 0 0 01 0 0 0 11 Floors a 22A 25.9 0.0 9 233 0 5 130 0 31 804 0 9 233 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 01 0 01 18 467 150 53 1376 442 10 260 83 13 Subtotal loss=6+8..+11+12 *'•' 460 *"• 1063 •'*' "•' 5806 '*** '•" 1546 - Less external heating "" 0 *'*' "'• 0 *"** •'•* 0 •••• •'*' 0 - Less transfer "" 0 "" ••" 0 .« 0 '*" - 0 - 14 Duct loss 10°/ 46 "" 10°/ 106 "" 10°/ 581 *"' 10% 155 '*'* 15 Total loss = 13+14 '•'* 506 *'*' *'** 1169 "•• ***' 6386 "" *'*' 1700 16 Int. gains: People @ 300 0 ""' 0 0 "" 0 4 '*" 1200 0 •*" 0 Appl. @ 1200 1 "" 600 0 "'* 0 0 '•" 0 1 "" 1200 17 Subtot RSH gain=7+8..+12+16 *"' :"' 684 "'• *"' 426 '*'* '*** 5685 "** •"* 2101 Less external cooling «••• *•*• 0 «,»* «•»• 0 «..« **,. 0 .«.« ,»» 0 Less transfer «..« ...« 0 •*** •*»• 0 •••• •»*• 0 *••• *«*• 0 18 Duct gain 10°/ "" 68 10°/ "" 43 10°/ '*'• 568 10°/ 210 19 Total RSH gain=(17+18)*PLF 1.00 753 1.00 '•"' 469 1.00 "*' 6253 1.00 "" 2311 20 Air required (cfm) ***' 22 40 *'*' 52 25 "" 281 328 75 121 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsOft Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCPk E:\Files\DR HORTON 2002\2289\2289.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9s2.00 �l 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUAL J: ttn ta. 1 Name of room DIN/LIV/FOY BR2 BR3 HALL BTH 2 Length of exposed wall 57.0 ft 31.5 ft 23.5 ft 5.5 It 3 Room dimensions 20.0 x 19.0 ft 12.0 x 16.0 ft 12.0 x 15.0 ft 6.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 Iti heat/cool 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (f:2) Htg Clg (111) Htg I Clg (W) Htg Cig I (ft) Htg I Clg 5 Gross a 14B 4.6 2.1 263 '••* '""" 0 "** "**' 0 '*'* *' 0 Exposed b 12C 2.9 1.9 63 "*"» "•' 252 "'" •"' 188 " ' 44 ""` ""• walls and c 13C 3.2 1.2 162 '•'• *'"' 0 0 '•'* '"" 0 '*•* " " partitions d 0.0 0.0 0 '•" *"' 0 *'•' '*" 0 '•'* *"' 0 '••' *•'• 6 Windows and a 1C 37.0 " 77 2846 "'"' 16 591 ""' 16 591 '*"' 0 0 '•" glass doors b 8C 37.0 " 0 0 *'** 0 0 "'" 0 0 "" 0 0'*" Heating c 9C 38.7 •' 0 0'""• 0 0'"'• 0 0 "" 0 0'"•' d 0.0 " 0 0 "" 0 0 "" 0 0 "" 0 0 e 0.0 0 0 "" 0 0 "•' 0 0 "" 0 0 "" f 0.0 0 0 "" 0 0 "'" 0 .0 "" 0 0 7 Windows and North 20.4 16 "" 319 0 - 0 0 "•* 0 0 "•* 0 glass doors NE/NW 0.0 0 "'* 0 0- 0 0 ""' 0 0 "" 0 Cooling ENV 56.8 54 "'"* 3433 16 "'"' 870 16 •"* 870 0 "'" 0 SE/SW 0.0 0 *•" 0 0 "•' 0 0'**' 0 0"**' 0 South 30.4 7 "" 224 0 ""• 0 0 "*"` 0 0 "'* 0 Horz 0.0 0'"" 0 0 "" 0 0'*'" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 201 926 414 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 48 138 93 236 680 459 172 495 334 44 127 86 walls and c 13C 3.2 1.2 162 510 190 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 400 678 890 192 326 427 180 305 401 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 01 0 0 0 01 0 0 11 Floors a 22A 25.9 0.0 57 1477 0 0 0 0 0 0 0 0 0 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.0 8.3 97 2519 8101 16 415 134 16 415 1341 0 0 0 13 Subtotal loss=6+8..+11+12 "*" 9473 '""' "'" 2012 '"`* "" 1807 "" *'* 310 '**" Less external heating "" 0 "'* "" 0 '"*' *"' 0 "" 0 Less transfer >•» 0 »» .»> 0 *•*> ..>* 0 :»> .>,> 0 »» 14 Duct loss 10°/ 947 "*' 10% 201 '":* 10°/ 181 **" 10°/ 31 15 Total loss = 13+14 '•" 10420 "•' "'"" 2213 "•' *"' 1988 "" "" 341 `»"* 16 Int. gains: People @ 300 1 "" 300 0 - 0 0 ***' 0 0 "'* 0 Appl. @ 1200 0 »» 0 0 »>= 0 0 »» 0 0 »» 0 17 Subtot RSH gain=7+8..+12+16 •*'* "" 6927 "" "': 1890 "" "**' 1739 `•"' '"** 326 Less external cooling '"" '•" 0 `•" "•' 0 •"* "" 0 "" 0 Less transfer >•'* '"'> 0 '»• »,• 0 >`» *>'> 0 *,10°/ 0 18 Duct gain 10°/ 693 10°/ 189 10°/ •"' 174 '""* 33 19 Total RSH gain=(17+18)*PLF 1.00 '•*' 7620 1.00 '•" 2079 1.00 J- 1913 1.00 "" 359 20 Air required (cfm) '•" 459 400 "'• 98 109 88 100 *"' 15 19 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. .� wr�gFitsoft Right -Suite ResidentialT" 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCK E:\Files\DR HORTON 2002\2289\2289.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: /th La. 1 Name of room LOFT/BR5 BR4 2 Length of exposed wall 12.0 ft 41.0 ft 3 Room dimensions 12.0 x 19.0 ft 19.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg Clg (ftz) Htg Clg (W) Htg I Clg Htg Clg I Htg Clg 5 Gross a 14B 4.6 2.1 0 "« «« 0 Exposed b 12C 2.0 1.9 96 '""" '"« 328 walls and c 13C 3.2 1.2 0 0 partitions d 0.0 0.0 0 "«' «« 0 e 0.0 0.0 0 ++++ +++, 0 ++++ ww wwww www+ f 0.0 0.0 0 «+. ++++ 0 +www :w+w wwww ww+, .ww. 6 Windows and a 1C 37.0 16 591 `«` 32 1183 glass doors b 8C 37.0 '" 0 0 «« 0 0 Heating c 9C 38.7 " 0 0 ""'" 0 0 d 0.0 0 0 "" 0 0 e 0.0 0 0 0 0 «++ «« «« 7 Windows and North 20.4 16 '«' 326 0 "" 0 glass doors NE/NW 0.0 0 ""' 0 0 "*' 0 Cooling ENV 56.8 0 «" 0 32 «" 1741 SE/SW 0.0 0 ++++ 0 0 w,,, 0 ++++ +www South 30.4 0 "« 0 0 "«` 0 Horz 0.0 0 ++++ 0 0 ++++ 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2.9 1.9 80 230 156 296 852 575 walls and c 13C 3.2 1.2 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f. 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 228 387 508 209 354 465 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 01 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 (Note: room b 19G 1.1 0.0 111 126 0 209 237 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0:0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 1 26.01 8.3 161 415 1341 32 831 267 13 Subtotal loss=6+8..+11+12 '*" 1750 «« "" 3458 Less external heating "'» 0 «« ""' 0 Less transfer ++++ 0 www. ++« 0 14 Duct loss 10°/ 175 "'" 10°/ 346 "«' °/ 15 Total loss = 13+14 '""' 1925 "« "« 3804 16 Int. gains: People @ 300 1 ""' 300 0 """ 0 Appl. @ 1200 0 "« 0 0 "" 0 17 Subtot RSH gain=7+8..+12+16 '*" :"' 1423 "" «« 3049 Less external cooling "« «« 0 "« "'« 0 Less transfer '"« «" 0 '«+ +'« 0 18 Duct gain 100 "" 142 10°/ "*" 305 °/ 19 Total RSH gain=(17+18)*PLF 1.00 1565 1.00 "" 3353 20 Air required (cfm) «" 85 82 «'* 168 176 Plintout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsof� Right -Suite Residential TM 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACC', E:\Files\DR HORTON 2002\2289\2289.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job:2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R MBTH a n e a c n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 LUT 16, MBR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 1/2 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 KIT a n s a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIV/FOY a n s a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6 a n w a c n 0 d 1 1 90 1.0 1.0 4.0 6.0 54.4 39.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 4.0 7.0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 HALL BTH LOFT/BR5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 ` ti wrightsoft Right -Suite ResidentialTM 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACC E:\Files\DR HORTON 2002\2289\2289.rsr Page 1 ,—I BR4 a n w b c n 0 d 1 T 90 1.0 1.0 4.0 5.0 54.4 32.0 0.0 ti wrjghtsoft Right -Suite Residential TM 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACC.p{ E:\Files\DR HORTON 2002\2289\2289.rsr Page 2 VAVERLEC VOWS GD/ COMA LOTI ;i ,I- k 5� aw aw .r. saa r bo h duct YASTEB MMY co r f cop rA// BEDROOM ROOM Y.M 5• lOx6 I.ctl I2x6 l.ctl 12x12 G.cd 330 45 US scale ri/B'•1.0• w 10• 4• d r 10• ;_ 3' both duct t.LC. to .of cop t 12 4.14 r KrfCRIN ./ton I p I 8.4 l.cd p:f } warm m IOx6 Lcd O it 10 8x4 14 120 O0 .5 Io 4.0 TOMBW/IOKW @240V IPH O �m arc j plotforn by (� _---J blur r-1 4• dryer tlu[t O �1 to roof cop 42X42 A/C SLAB (" BY BLDR MIN io a nhv duct a D1f4B�G ; IU 16 2' FRDM WALL ./for, �Ym 2 �• 6• Lam-- 714x8 l.cd �� 6• g• w 200 4. v .b 8• cep mp GARAGE e�m 16• yy �r Rrlb 1 onu I Y l 14x8 l.cd LKea4a.nn..ewe r^' 200 w ------------------- i L _ 1� BDR�2 �QNCC) 'R; G i ti ti S 00 N m }' —1 z >Q > O In > N W W O O CC It 0CLJ z C7 F- o 13 o = 0s Oj 00 (U J Q(U Q C.0 O,Q Rating z r I� �2 m o w 3 S• �J MiTek® M:arcli 20, 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 : I2177515 thru I2177546. Total: 32 drawings. Job :DR2289AcDx'LZ Builder :D. R. HORTON Location :BAKERS CROSSING, LOT County :SEMINOLE i 't 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) 32 Truss drawing. 2) Truss Index. March 20, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. r 9 TRUSS INDEX OF JOB DR2289A Trusses included=32 0,"\DR2289A\a.tre" 12177515 1,"\DR2289A\al.tre" 12177516 2,'1DR2289A\a 11. tre" 12177517 3,"\DR2289A\a1a.tre" 12177518 4,"\DR2289A\a2.tre" 12177519 5,"\DR2289A\a7.tre" 12177520 6,"\DR2289A\a9.tre" 12177521 7,"\DR2289A\agab.tre" 12177522 8,"\DR2289A\b.tre" 12177523 9,"\DR2289A\b1.tre" 12177524 10,"\DR2289A\bb.tre" 12177525 11,'1DR2289A\bbgab.tre" 12177526 12,"\0R2289A\bgab1.tre" 12177527 13,"\DR2289A\e.tre" 12177528 14,"\DR2289A\egab.tre" 12177529 15,"\DR2289A\fl8.1tre" 1 2177530 16,"\DR2289A\fl9.tre" 12177531 17,"\DR2289A\f23.tre" 12177532 18,"\DR2289A\f23a.tre" 12177533 19,"\DR2289A\ff19.tre" 12177534 20,"\DR2289A\fg19.tre" 12177535 21,"\DR2289A\fg23.tre" 12177536 22,"\DR2289A\fg23a.tre" 12177537 23,"\DR2289A\j.tre" 12177538 24,"\DR2289A\k.tre" 12177539 25,"\DR2289A\ka.tre" 12177540 26,"\DR2289A\1.tre" 12177541 27,"\DR2289A\1a.tre" 12177542 28,"\DR2289A\m.tre" 12177543 29,"\0R2289A\ma.tre" 12177544 30,"\DR2289A\mt.tre" 12177545 31."\DR2289A\s.tre" 12177546 * No.451f1 �'Ir s 's_ STATE OF March 13, 2002 ®WARNING - VsrVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. Thls design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss --- deslgner. 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 brbtcing of the overall structure Is the responsibility of the building designer. For general guidance tegarding fabrication, quality control, storage, delivery, erection and bracing. consult OST-88 Ouallty Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotilo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS ca c� WEBS J5 Cr O _ o Uu �`' ; � ; O 1L s° u O a ce a ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TC B 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N MiTeko TM PANEL CLIP ®General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate 4 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 rues Trues Type JUNAIDIE BUDIMAN PE #45161 ty Ply H N DR2289A A ROOF TRUSS 16472 Segovia Cir. N. 3 1 12177515 Pembroke Pines, FI 33331-4627. (optional) U- PA - H, LONGWOOD, FL, Mr ek n ustrres, nc. 4. R1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1: 4 2002 Page r1-0-0, 6-1-4 11-8-0 17-2-13 23-4-0 1-0-0 6-1-4 5-6-12 5-6-12 6-1-3 Scale = 1:41.7 4x6 = 4 6.00 12 2x4 \\ 2x4 3 5 6 2 m a[1 [a 0 0 3x4 - 6 7 3x4 = 3x4 - 5x6 - 7-1 1-8 15-4-9 23-4-0 7-11-8 7-5-0 7-11-7 Plate Offsets (X,Y): [ - - 1, [ -1 - -01, 7: - - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/dell = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1081/0-4-0, 2 =1 172/0-4-0 Max Horz 2 = 198(load case 4) Max Uplift6 = -587(load case 5), 2=-681(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1703, 3-4=-1476, 4-5=-1476, 5-6=-1702 BOT CHORD 2-8 =1510, 7-8 =1035, 6-7 =1509 WEBS 3-8=-355, 4-8=534, 4-7=533, 5-7=-354 NOTES (5-4) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard . No.4.5161 .� STATF OF 'oR�oa � �QNaL March 13,2002 ®WARNING - Verft design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. _® Design valid for use only with Mliek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST•88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrio Drive, Madison, WI53719. Symbols Numbering System ®General Safety (Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 J4 owner and all other interested parties.. '� TOP CHORDS 2. Cut members to bear tightly against each c2 73- other. o Place plates on each face of truss at each *of For 4 x 2 orientation, locate VJ5cc3. ,�L.Q joint and embed fully, Avoid knots and wane plates 1/8"from outside edge of 0 o a �ti u Q at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lices P I /4 length(+ 6" from U C, at panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of a required direction of slots in Ji 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 CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the 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 aY 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. CUP FORM018,019 0,4NG NAIL. ® HYDRIP-MR® r—•.--- - • - - •— ---- • Job r Truas ruse Type ty Ply H R A JUNAIDIE BUDIMAN PE #45161 12177516 DR2289A Al ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. (o tionaq A U- AN- H, L N W , FL, MiTek Industries, Inc. 4.201 SR1 s Aug 90 9001 MiTek Industries, Inc. Wed Mar 1 1: 5 Page 1 1-0-0 6-2-12 11-8-0 19-5-12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale = 1:42. 4x8 II' 4 6.00 r1£ 2x4 = 3 2x4 II 5 8 5x8 6 o..ri 2 011 �? o 3.00 F1 T o 3x4 5x6 = 3x4 = 9-10-0 19-4-0 23-3-0 23-4-0 9-10-0 9-6-0 3-11-0 0-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.1,3 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.50 7-8 >457 BCLL 0.0 Rep Stress incr YES WB 0.54 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 104lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2 Rows at 1/3 pts 4-7 REACTIONS (lb/size) 6=7/0-3-0, 2=957/0-4-0, 7=1293/0-4-0 Max Horz 2=198(load 'case 4) Max Uplift6=-97(load case 6), 2=-569(load case 4), 7=-700(load case 5) Max Grav 6 = 1 1 1(load case 7), 2 = 957(load case 1), 7 = 1293(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=16, 2-3=-2259, 3-4=-1612, 4-5=394, 5-6=363 BOT CHORD 2-8=2060, 7-8=938, 6-7=-321 WEBS 3-8=-565, 4-8=1143, 4-7=-1590, 5-7=-421 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 6, 569 lb uplift at joint 2 and 700 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. B f� `•'...� LOAD CASE(S) Standard , �4s, � * No. 4,5161 ; ,t r March 13,2002 ®WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblltty of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719, M MiTek r Symbols PLATE LOCATION AND ORIENTATION' 4 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and 'securely seat. / 1, For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the - required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4011' continuous lateral bracing. FORM018,019 Indicates location of joints at which bearings (supports) occur, J2 J3 J4 TOP CHORDS c2 c� WEBS J5 O _ o U o a '' v O 00 ce c� cs BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOW_ESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Pal MiTek® TM /� -PANEL GA""A' O HYDRO -AIR Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /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 I s 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 K without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job , r runs I russ Type JUNAiDIE BUDIMAN PE #45161 ty Ply PITON A DR2289A All 16472 Segovia Cir. N. ROOF TRUSS 1 1 12177517 Pembroke Pines, FI 33331-4627. ---4.201 (optional) A U- AN-TH;LONGWOOD, FL, MiTek Industries, Inc. SR1 s Aug 20 2001 MI ek Industries, Inc. Wed Mar'I1: Page 1 1-0-0 5-9-4 11-0-0 12-4-1 17-6-13 23-4-0 1-0-0 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 Scale = 1:42.3 4x6 = 4x6 = 4 5 6.00 F12 3x6 i 3x6 3 6 1? 7 m 2 �, to 3x6 = 11 10 9 e 3x6 = 2x4 II 3x4 = 5x6 = 2x4 11 5-9-4 1 11-0-0 , 12-4-1 , 17-6-13 ,_ 23-4-0_ 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 Plate Offsets MY): [ :0-0- - - 1, [5: - -1, -2- 1, [ -1 -1- 1, [8:0- -1 - -01, [9:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.10 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1079/0-4-0, 2 =1 175/0-4-0 Max Horz 2=189(load case 4) Max Uplift7 = -580(load case 5), 2=-695(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1937, 3-4=-1357, 4-5=-1139, 5-6=-1358, 6-7=-1950 BOT CHORD 2-11 =1639, 10-1 1 =1639, 9-10 = 1139, 8-9 =1653, 7-8 =1653 WEBS 3-11 =133, 3-10=-579, 4-10=338, 5-9=341, 6-9=-595, 6-8=141 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 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 580 lb uplift at joint 7 and 695 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 101 LOAD CASE(S) Standard l." * : No. 4.5161 STATE 4F Q .s'-. �L ,,coRo. 4.e.,rsd �NaL March 13,2002 ® WARNiNG - ver{ fy design parametsn and READ Noms ON/ TMS AND REVERSE sWE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for on Individual building component to be tnsiolied 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 Installing and Bracing Recommendation ovalloble from Truss Plate Institute, 583 D'Onotrb Drive, Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches..Apply plates to both sides of truss and securely seat, ,A„ Ye" *For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cz c3 WEBS J5 cc O _ 0 O � a ce c7 c' BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N rm! 0 MiTeke � TM PANEL CLIP ® HYDRO -AIR O ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each 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 rugs Truss Type JUNAIDIE BUDIMAN PE #45161 ty y RTON 2289 A DR2289A AtA ROOF TRUSS 16472 Segovia Cir, N. 6 1 12177518 Pembroke Pines, FI 33331-4627. (optional) A H, LONGWOOD, FL, MiTek Industries, Inc. 4. 1 s Aug 90 k Industries, Inc. Wed Mar 1 : 1 : 2002 Page 1 1-0-0, 6-2-12 11-8-0 19-5-12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 - Scale = 1:42. 4x8 II 4 6.00 r11 £ 2x4 = 3 2x4 II 5 8 5x8 = 6 (h 2 M 0. O �C? 3.00 3x6 7 3x4 = 5x6 = 9-10-0 19-4-0 23-4-0 9-10-0 9-6-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.21 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.63 7-8 >439 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.17 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/deft = 360 Weight: 104 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at micipt 4-7 REACTIONS (lb/size) 6 = 1081 /0-4-0, 2 =1 172/0-4-0 Max Horz 2 = 198(Ioad case 4) Max Uplift6=-587(load case 5), 2=-681(load, case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-3138, 3-4=-2516, 4-5=-1872, 5-6=-1927 BOT CHORD 2-8 = 2861, 7-8 = 1585, 6-7 = 1.701 WEBS 3-8 =-532, 4-8 =1533, 4-7 =173, 5-7 =-356 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. ` 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria.. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. !p`E.�� LOAD CASE(S) Standard .• re. %k 1� nC en STATE OF OR �•f/fL March 13,2002 ® WARMNO - VerVy design pararmetem and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual buildingcomponent to beEli Installed and loaded vertically. "Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols 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. 1A„ *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40�11 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 a Cr 0 U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko ® HYDRO -AIR TM _: PANEL CLIP Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 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 I Trugs Truss Type ty ly HORTON 2289 A I JUNAIDIE BUDIMAN PE #45161 12177519 DR2289A A2 ROOF TRUSS 16472 Segovia Cir. N. 5 1 Pembroke Pines, FI 33331-4627. (optional) ACCU-SPAN-TA, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Mar 1 :51:56 2002 Page 1 1-0-0 6-2-12 11-8-0 15-6-4 19-8-0 .1-0-0 6-2-12 5-5-5 3-10-4 4-1-12 Scale = 1:36: 4x6 = 4 3x4 5 6.00 F1F 2x4 = 3 Ic 2x4 I 6 9 5x6 = 8 2 3x4 ; 01 3.00 rT'F 3x4 3x4 ; 9-10-0 14-7-4 19-8-0 9-10-0 4-9-4 5-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.14 9 >999 M1120 - 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.43 2-9 > 542 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 98 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-2-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1001 /0-4-0, 7 = 910/0-4-0 Max Horz 2 = 301(load case 4) Max Uplift 2 = -597(load case 4), 7=-469(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-2439, 3-4=-1797, 4-5=-1123, 5-6=-0, 6-7=-146 BOT CHORD 2-9=2224, 8-9=1093, 7-8=977 WEBS 3-9=-558, 4-9=1175, 4-8=-106, 5-8=168, 5-7=-1343 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, - condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 - 3) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 597 Ib uplift at joint 2 and 469 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. )` LOAD CASE(S) Standard►,�,r/I� �` .••P"SI�IC . "y" r No, 451E1 � •• 41'ATl E OF r='� `S'• l 0 R I'D L March 13,2002 ®WARNING - Verm design pammetem and REM NOTES ON TBIS AND REv== SmE BEFORE Em. Design valid for use only with MITek connectors. This designis based only upon parameters shown, and Is tot on individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is lot literal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bNcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consuB CST-88 Qualify Standard, DSB-89 Bracing Speclllcation, and HIB-91 Handling Installing and Bracing Rocommondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. �'��® r- - -- - - -- Symbols PLATE LOCATION AND ORIENTATION 1'/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 format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,10 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 J2 J3 J4 TOP CHORDS Cz Q WEBS 4J5 a: oz O r- a ce c7 cr. r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Ell MiTek� TM .PANEL CLIP HYDRO AIR ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, ` erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type JUNAIDIE BUDIMAN PE 945161 ty Ply H RTO 2289 A 16472 Segovia Cir. N. 12177520 DR2289A A7 ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 (optional) A U- PAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Mar 13 Page 1 1-0.0 3-9-4 7-0-0 11-8-0 16-4-1 19-6-13 23-4-0 1-0-0 3-9-4 3-2-12 4-8-0 4-8-0 3-2-12 3-9-3 Scale = 1:42.1 5x8 = 2x4 II 5x8 = 4 5 6 6.00 12 �, 2x4 2x4 3 7 8 2 n 01 Io 3x8 = 11 10 9 3x8 = 3x4 - 5x8 - 3x4 -. 7-0-0 11-8-0 1 16-4-1 23-4-0 7-0-0 4-8-0 4-8-0 .6-11-15 Plate offsets KY): [ :-0-101, [4:0-2-0, - -1 1, [ - -1, - -1 1, [7:0-1-0,0-1-151, [8: - - ,0- -1 1, -1-15, -1- 1, [1 c -4-0, - - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.24 10 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL)-0.29,10-11 >956 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.11 8 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 122 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-0-13 oc purlins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. BOT CHORD 2 X,4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8 = 2193/0-4-0, 2 = 2284/0-4-0 Max Horz 2=135(Ioad case 4) Max Uplift8=-1281(load case 4), 2=-1487(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4228, 3-4=-4058, 4-5=-4347, 5-6=-4347, 6-7=-4056, 7-8=-4225 BOT CHORD 2-11 =3728, 10-11 =3677, 9-10=3676, 8-9=3724, WEBS 3-11 =-95, 4-11 =815, 4-10=837, 5-10=-810, 6-10=839, 6-9=814, 7-9=-92 NOTES (7-6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 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 Il 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 1281 lb uplift at joint 8 and 1487 Ib uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(s) or connection(s) !�` � f� ns) required to support concentrated load(s) 602.71b down and 724.81b up at 16-4-1, and 13i] 603.21b down and 725.Olb up at 7-0-0 on bottom chord. Design for is delegated to the unspecified connections) ••••� •. building designer. �� 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED; '•*.�(, �4j'• 7 � LOADCASE(S) Standard Ir �• No. 4J1�+ 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-6=-160.3, 6-8=-74.0, 2-11=-20.0, 9-11=-43.3, 8-9=-20.0 i 0 •• -STATE OF Concentrated Loads (Ib) •' Vert: 11=-603.2 9=-602.7 stt OR E�� QN�4L March 13,2002 ®WARNING - Veft design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss_ - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Instolllnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. iTek® Symbols PLATE LOCATION AND ORIENTATION -01 1 3/4 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely.seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dirrrension 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. Numbering System J2 J3 J4 TOP CHORDS ca ca WEBS J5 cr z0 O d u V O � a c8 c7 ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N M1 MiTek° TM PANEL CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4, Unless otherwise noted, locate chord splices at �/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is,to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. FOR M018,019 1 Job Truss TrussType JUNAIDIE BUDIMAN PE #45161 ty Ply H FIT N 289 A DR2289A A9 16472 Segovia Cir. N. ROOF TRUSS 1 1 12177521 ' Pembroke Pines, FI 33331-4627. (optional) AC U AN- H, L N W D, FL -4 1 R1 s Jan I ek Industries, Inc. Tue Mar 1 1 Page 1 -1-0-0 4-9-4 9-0-0 14-4-1 18-6-13 23-4-0 1-0-0 4-9-4 4-2-12 5-4-1 4-2-12 4-9-3 - Scale = 1:41.7 4x6 = 4x8 = 4 5 6.00 12 2x4 2x4 i 3 6 0 4 7 2 �1 Io 3x4 = 9 8 3x4 3x8 = 5x6 9-0-0 14-4-1 - 23-4-0 9-0-0 5-4-1 8-11-15 Plate Offsets KY): [5:0-5-4,0- - 1,[ - - ,0- -01 LOADING>(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.08 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight:. 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1081/0-4-0, 2=1172/0-4-0 Max Horz 2=163(load case 4) Max Uplift 7 = -556(load case 5), 2=-720(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1773, 3-4=-1439, 4-5=-1295, 5-6=-1439, 6-7=-1772 BOT CHORD 2-9 =1568, 8-9 =1295, 7-8 =1567 WEBS 3-9 =-317, 4-9 = 286, 5-9 = 0, 5-8 = 285, 6-8 =-316 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 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 556 lb uplift at joint 7 and 720 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 4P��=rc��•. *A , ,• 1. No. 4 5161 Y Y Q STATE : 4F N OR �QNAL March 13,2002 ®WARNING - Vet W design pang meters and READ NOTES ON TB2S AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with Mliek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Appikablllty 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 Ouallty Standard, DSB-89 Bracing Speoltication, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. �'��® 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. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS ca c� N WEBS J5 Cr O O ; ''� ; U ~ o ce c7 ce IF - BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek° TM PANEL CLIP FORM018,019 CiANG-NAIL ® - HYORD- ,IR ®General Safety (dotes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �/4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is'to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply HORTON A DR2289A AGAB 16472 Segovia Cir, N. ROOF TRUSS 1 1 12177522 Pembroke Pines, FI 33331-4627. ---4.201 (optional) ACCU-SPAN-TH, L N W D, FL SR1 s Jan 2 2002 mirek Industries, Inc. Tue Mar 12 1 Page 1 -1-0-0 5-2-4 9-10-0 14-5-12 19-8-0 20.8-0 1-0-0 5-2-4 4-7-12 4-7-12 5-2-4 i-0-0 Scale = 1:37.3 4x6 = 4 6.00 12 3 5 2 6 M 1 7 Io 3x4 = 8 - 3x4 = 5x8 = 9-10-0 19-8-0 9-10-0 9-10-0 Plate Offsets (X,Y): [ -4- - - 1, [1 :0-0- - - 1, [1 -0-0, -O- 1, [1 - - - - 1, [ 1, [ 1: - - - - 1, [ 0,0- -01, [ :0- [24:0-0-0,0-0-01,[25:0-0-0,0-0-01, [26:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.47 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL.Min I/defl = 360 Weight: 1 1 1 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 1000/0-4-0, 6 = 1000/0-4-0 Max Horz 2 = 161(load case 4) Max Uplift2 = -587(load case 4), 6=-587(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8 = 1204, 6-8 =1204 WEBS 3-8=-360, 4-8=531, 5-8=-360 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to.wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 2 and 587 lb uplift at joint 6. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. �j 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. NVE L3lJ�� LOAD CASE(S) Standard ...........4 * No. 451E1 = STATE OF � r� ®WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters. and proper Incorporation otcomponent 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 btbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,10 continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur, J2 J3 J4 TOP CHORDS cs ca Q WEBS J5 0 0 a 1�y u X O r— a ce c� cs BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N M1 MiTek� � PANEL TM CLIP ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 Job russ Truss Type t Ply HORTON 2289 A JUNAIDIE BUDIMAN PE #45161 12177523 DR2289A B ROOF TRUSS 16472 Segovia Cir. N. 5 1 Pembroke Pines, FI 33331-4627, (notional) PAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 :5 Page 1 -, -0-Q 6-10-8 13-5-8 20-4-0 1-0-0 6-10-8 6-7-0 6-10-8 5.8 a�-, 7 3x4= Scale = 1:56.7 6.00 12 11 w?wedge 5x6 4 R 5 7 5x6 i 4 4 8 2x4 II 3 9 3x8 4 3.00 12 m 2 10 1 5 5x6 3x4 0 0 3x4 6 4x6 II 6-10-8 1 13-5-8 20-4-0 6-10-8 6-7-0 640-8 Plate bffsets MY): [ -4- - -11, [4: -3- ,0- -41, [5:0--0,0-3-41, [ ,Ed e1, [10:0- -0, - - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.12 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0:51 Vert(TL) -0.20 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz TL) -0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 113 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-6-1 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 3-7-15 REACTIONS (ib/size) 6=988/0-3-8, 2=1030/0-8-0 Max Horz 2=853(load case 4) Max Uplift6 = -826(load case 4), 2=-465(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=7, 2-3=-2334, 3-4=-2334, 4-5=-1273, 5-6=-1263, 6-11 =-10, 7-11 =-10, 6-8=67 BOT CHORD 2-10=2095, 9-10=2092, 8-9=0 WEBS 4-10 =135, 4-9 =-894, 5-9 =-485, 6-9 =1642 (6-51 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 826 lb uplift at joint 6 and 465 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.' 1 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. . }.. LOAD CASE(S) Standard No. A 5161 4C STATE F G, pr.w�}} �• Y�L March 13,2002 ®WARMNO - Ver(jy design parameters and READ NOTES ON THm AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - -- designer. Bracing shown Is for lateralsupport of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding labrloatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. M l i �i ld`® Symbols PLATE LOCATION AND ORIENTATION -44 1 3/4 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca Q J5 cc O33 XXVYEBS 0 U N O � a ce c7 ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek TM ��® :,, _.; ;•PANEL ' CLIP FORM018,019 GANG -NAIL ® ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type ty ly H RT N A JUNAIDIE BUDIMAN PE #45161 12177524 DR2289A B1 ROOF TRUSS 16472 Segovia Cir, N. 16 1 Pembroke Pines, FI 33331-4627. (optional) U- AN-TH, L N W D, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Mar 1 1: Page 1 11-0 q 5-7-13 11-0-3 16-8-0 1-0-0 5-7-13 5-4-5 5-7-13 5x8 3x4= Scale = 1:45.7 11 ' w/wedge 6 6.00 rTT 2x4 II 5 5x6 DD 8 2x4 II 3 9 3x8 300� 2 10 1 5 3x4 x6 4x6 II 5-7-13 11-0-3 16-8-0 Offsets 5-7-13 5-4-5 5-7-13, Plate (X,Y): [2:0-4- ,0--11,[4: - - -01,[ :0- -3,Ed el, [1 - -0, - - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.09 10 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.12 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 93 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 2-11-12 REACTIONS (lb/size) 6 = 816/0-3-8, 2 = 857/0-8-0 Max Horz 2=707(load case 4) Max Uplift6 = -681 (load case 4), 2=-392(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1841, 3-4=-1841, 4-5=-1014, 5-6=-1014, 6-11 =-10, 7-11 =-10, 6-8=55 BOT CHORD 2-10=1644, 9-10=1641, 8-9=0 WEBS 4-10 =110, 4-9 =-687, 5-9 =-399, 6-9 =1327 (6-5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not , exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681 lb uplift at joint 6 and 392 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 1 5) Gap between inside of top chord bearing and first diagonal or vertical web shall riot exceed 0.500in. i 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. . .......... LOAD CASE(S) Standard r No. 4 5161 �• _ U = STATE 4F ; �U QnraL March 13,2002 ®WARMNO - Vervy design parameters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brIbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing SpeelRcatton, and HIB-91 ® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MITek r- - - - - --- - - 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 sec urely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS a ca WEBS 4J5 0 O O U au O ce c7 cc O0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek'111® PANEL TM CLIP FORM018,019 cmror.-Hain O . HY®R®4/R Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate _ without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job ruse truss type JUNAIDIE BUDIMAN PE #45161 ty Ply HORTON 2289 A DR2289A BB 16472 Segovia Cir. N. ROOF TRUSS 1 1 12177525 Pembroke Pines, FI 33331-4627. (optional) A U- PAN- N W i ek In ustries, nc. 4.201 9-R-1 s Aug 90 9001 MiTek Industries, Inc. Wed Mar 1 :1 age 1 -1-0-0 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0 Scale = 1:26. 4x6 = 4 6.00 rTF 3 5 7 5x6 = g 2 3x4 3x4 1 3x4 3x4 3.00 (T£ 4x6 11 3x6 II 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets KY): (2:0-4- - -11, [6:0-2-4,0-2-131 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) -0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.12 7 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC ILL Min I/defl = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (lb/size) 6 = 679/0-3-0, 2 = 763/0-8-0 Max Horz 2=130(load case 4) Max Uplift6=-363(load case 5), 2=-455(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7 =1125, 6-7 =1 125 WEBS 4-7=690 (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and 455 lb uplift at joint 2. I� 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 1pi I3J�� 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. � .."...., S �• LOAD CASE(S) Standard ' No. 4 5161 STATE C Of +.r.w�� • Ti 7L March 13,2002 ®WARMNO - Vertu design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design void 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. Applloablllty 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 iesponsiblilty 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, election and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 J4 owner and all other interested parties.. B„ - TOP CHORDS 2, Cut members to bear tightly against each �— ca 73- other, 0 a:3. WEBS J5 Place plates on each face of truss at each * For 4 x 2 orientation, locate o L) ; O joint and embed fully, Avoid knots and wane at joint locations, plates 1/8" from outside edge of a _ truss and vertical web. a o 4, Unless otherwise noted, locate chord splices at I14 length(+ 6" from ce C, c6 panel adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 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 dinTension 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, MiTeke FORM018,019 TM PANEL CLIP ® OfYORO,AW O 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Truss ype JUNAIDIE BUDIMAN PE #45161 ty Ply H RT N A DR2289A BBGAB 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 12177526 (optional) A U- PAN-TH, L N W D, FL, Mi ek Industries, Inc. 4.201 W1 s Aug 01 Mi ek Industries, Inc. Wed Mar 1 1:1 Page 1 -1-0-0 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0 Scale = 1:26. 4x6 = 4 2x4 II 2x4 II 6.00 FiT 3 5 7 5x6 = 6 2x4 II 2x4 II 2 3x4 3x4 1 3x4 3x4 3.00 FfT 4x6 II 3x6 II 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets (X,Y): [-4-8,0- -1), [ --4,0-2-1 j LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 ITC 0.88 Vert(LL) -0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.12 7 >99.9 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 68 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (Ib/size) 6=679/0-3-0, 2=763/0-8-0 Max Horz 2=130(load case 4) Max Uplift6 = -363(load case 5), 2=-455(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7 =1125, 6-7 =1 125 WEBS 4-7=690 (8-7) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer B should verify capacity of bearing surface. ..........,��rf 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and �� iF1 �i•. 455 lb uplift at joint 2. .��t. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. .� 8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. pia. 4 51 E# LOAD CASE(S) Standard '"C1 STATE OF •jl./ �IO.waO� March 13,2002 ®WARNING - VerM design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. _® MUN Design void 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 _ I designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 A M Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. ��® Symbols PLATE LOCATION AND ORIENTATION 1'1. * 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. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c3 WEBS J5 d V O a c8 c7 u BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 1�e 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° ��\�® ..:: PANEL TM CLIP FORM018,019 ca G wan. ® HY0R0.AfR® Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, - erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job russ russ Type JUNAIDIE BUDIMAN PE /145161 ty Ply R N A 12177527 DR2289A BGAB1 MONO TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. (optional) A U- PAN- N W i ek Industries,Inc. 4. 1 1 sAug 1 I e n ustries, Inc. Wed Mar 1 1:1 Page 1 11-0-9 16-8-0 1-0-0 16-8-0 2x4 II Scale = 1:47.0 11 10 2x4 II 9 2x4 II 6.00 r1F $ 2x4 II 7 2x4 II 6 2x4 II 5 2x4 II 5x6 4 3 2 t 3x4 = 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 5x6 = 2x4 II 1 6-8-0 16-8-0 lateOffsets KY): [3:0-3- - 1, [1 - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 10-11 >891 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 12 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 1 1 1 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 10-12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 204/16-8-0, 13=185/16-8-0, 12 = 89/16-8-0, 14=190/16-8-0, 15=188/16-8-0, 16=187/16-8-0, 17=190/16-8-0, 18=178/16-8-0, 19 = 228/16-8-0 Max Horz 2=699(load case 4) Max Uplift 13 = -1 50(load case 4), 12=-69(load case 4), 14=-162(load case 4), 15=-158(load case 4), 16=-158(load case 4), 17=-160(load case 4), 18=-153(load case 4), 19=-2360oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=23, 2-3=38, 3-4=-38, 4-5=33, 5-6=32, 6-7=32, 7-8=32, 8-9=32, 9-10=24, 10-11 =-9, 10-12=-75 BOT CHORD 2-19=8, 18-19=1, 17-18=1, 16-17=1, 15-16=1, 14-15=1, 13-14=1, 12-13=1 WEBS 9-13=-146, 8-14=-150, 7-15=-148, 6-16=-148, 5-17=-149, 4-18=-143, 3-19=-174 (7-61 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" bI� 3) Gable requires continuous bottom chord bearing. lQi O�%�� 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 13, 69 lb uplift at joint 12, 162 lb uplift at joint 14, 158 lb uplift at joint 15, 158 lb uplift at joint 16, 160 lb uplift at joint 17, 153 lb uplift at joint 18 and 236 lb uplift at joint 19.E 6) This truss has been designed with ANSI/TPI 1-1995 criteria. ' * 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. No. 4J16 • LOAD CASE(S) Standard Q := STAT F fee.. we, aNaL March 13,2002 ®WARMNO - VerVy design parameters and READ NOTES ONTIM AND REVERSE SIDE BEFORE USE. m� Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and b for on Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the iesponsiblllty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance iegimoing fabrication, quomy connoi, storage, delivery, election and bracing, consult 625T•ea ouairty standard, 055•59 Bracing Specification, and MID-91 Handling insfailinst and Bracing Recommenda[[on available from Truss %le Insjlluje, �,i' U15nojilo 6rlve, Madison, WI69914. MiTek® FJ Symbols PLATE LOCATION AND ORIENTATION 1'i4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. 17-1 *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 40,00 continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca Q 0 V J5 cr 0 0 a. O R� V 0 r-N IN a 0 a c8 c? ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N MiTek® ' <A":�@ ® HYDRO -AIR TM PANEL CLIP ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber 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. �— — 7 Job rt;ss Truss Type JUNAIDIE BUDIMAN PE #45161 ty P y N DR2289A E 16472 Segovia Cir. N. ROOF TRUSS 2 1 12177528 Pembroke Pines, FI 33331-4627. (optional) A U- PA - H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR11 s Aug 20 2001i e n ustries, Inc. Wed Mar 1 :1 Page -1-0-0 4-8-0 9-4-0 10-4-0 1-0-0 4-8-0 4-8-0 1-0-0 Scale = 1:19. 4x6 = 3 6.00 rf£ 4 2 5 1 3x6 = 3x6 - 8 7 6 2x4 II 1-4-0 4-8-0 8-0-0 9-4-0 1-4-0 3-4-0 3-4-0 1-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.06 4 > 295 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.06 2 > 298 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=517/0-1-8, 6=517/0-1-8 Max Horz 8=-92(load case 5) Max Uplift8=-400(load case 4), 6=-400(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=33, 2-3=-171, 3-4=-171, 4-5=33 BOT CHORD 2-8=69, 7-8=69, 6-7=69, 4-6=69 WEBS 3-7=-206 (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 8 and 400 lb uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. pp LOAD CASE(S) Standard l)tFE- [3�%Q, Y I A STATE OF 914 00 •. 0 R . •V\• �NaL March 13,2002 ®WARNING - VerW design parameters and READ NOTES ONTms AND REVERSE SIDE BEFORE USE. ree' Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - — designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W 153719. Symbols PLATE LOCATION AND ORIENTATION 1'/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. * For tabular plating format refer to the MIT.'ek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dim-ension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. I FORM018,01 9 Numbering System J2 J3 J4 TOP CHORDS ca c� V ocr aIJ5 OHce c? cs00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N tee® M11 MiTek® ® HYDRO,AW TM PANEL CLIP ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is,to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate _ without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss , Truss YPe ty Ply H RT N 2289 A JUNAIDIE BUDIMAN PE #J45161 12177529 DR2289A EGAB ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627, (optional) A U- PAN-TH, N W D, FL 4901 SR1 s Jan 9 2007 M Fek Industries, Inc. Tue Mar 12 1 4 2002 Page 1 -1-0-0 4-8-0 9-4-0 10-4-0 1-0-0 _ 4-8-0 4-8-0 1-0-0 Scale = 1:19.3 4x6 = 3 6.00 Fl2 2x4 II 2x4 II 4 Li L 5 Io 2x4 11 6 2x4 11 2x4 = 2x4 11 2x4 = 4-8-0 9-4-0 • 1 4-8-0 4-8-0 Plate Offsets (X,Y): (9:0- - 1, [1-0- - - 1 LOADING, (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 2-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP 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. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 51 1 /0-8-0, 4 = 511 /0-8-0 Max Horz 2=-92(load case 5) Max Uplift2 = -326(load case 4), 4=-326(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-424, 3-4=-424, 4-5=17 BOT CHORD 2-6=372, 4-6=372 WEBS 3-6=87 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 2 and 326 lb uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. l�;13 C r� LOAD CASE(S) Standard G...D.'L,7 Flo * : NO, 4.5161 4C March 13,2002 ®WARMNO - VsrW design pammeters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. . Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and 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 br1scing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery,. erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 A M �® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. l i �i Symbols PLATE LOCATION AND ORIENTATION 1'/4 10' * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches,,Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating format refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOPCHORDS Cz C3 WEBS cc O o u �`' V O IJ5 O r- a ce c7 CA BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR GANG -NAIL 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N M! MiTeke � ,PANEL TM HYDRO-A/R Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is'to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job russ Truss I ype ty Ply RTON 2289 A JUNAIDIE BUDIMAN PE #45161 12177535 DR2289A FG19 FLOOR 16472 Segovia Cit. N. 1 1 Pembroke Pines, FI 33331-4627. —1-79 (optional) A U- PAN-TH,LONGWOOD, FE-MiTek Industries, Inc. 4: R1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 1:0 2002 Page 1 3-4-0 6-6-4 9-8-8 12-10-12 16-1-0 19-5-0 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Scale = 1:33.3 2x4 II 5x6 - 2x4 II 4x8 = 2x4 II 5x12 II 1 7x8 — 2 3 4 5 6 7 v 13 12 11 10 - 9 15 3x6 II 7x8 = 2x4 II 4x6 - 7x8 - 7x8 - 3-4-0 6-6-4 9-8-8 12-10-12 16-1-0 19-5-0 1 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Plate Offsets MY): [ :0- - 1,[7: - - 1 -4- -4- LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.46 10-11 >495 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.63 10-11 >360 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/deft = 480 Weight: 102 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-5 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D REACTIONS (lb/size) 14 = 1065/0-6-0, 8=1593/0-3-0 FORCES (Ib) - First Load Case Only TOP CHORD 1-14=-851, 1-2=-2577, 2-3=-2577, 3-4=-4771, 4-5=-4771, 5-6=-2924, 6-7=-2924, 7-8=-931 BOT CHORD 13-14=513, 12-13=4726, 11-12=4771, 10-11 =4750, 9-10=4750, 9-15=564, 8-15=564 WEBS 1-13=2160, 2-13=-220, 3-13=-2253, 3-12=296, 4-11 =-260, 5-11 =21, 5-10=178, 5-9=-1907, 6-9 = -239, 7-9 = 2464 (5-4) 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. 4) Special hanger(s) or connection(s) required to support concentrated load(s) 564.01b down at 18-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-100.0, 8-14=-10.0 l�i I3�� Concentrated Loads (lb) �* Vert: 15 = -564.0 ,+`� �L',4 f . • } No.451f1 c March 13,2002 ®WARwNG - ves- jy design parameters and READ NOTES ONTms AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is lot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer • not huss D al deslgnei. 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 shucture Is the responsibility of the building designer. Fat general guidance regarding fabtioation, quality control, storage, delivery, erection and bracing, consult GST•88 Quality Standard, DSB•89 Bracing Spectflcotlon, and HIB•91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Drlve, Madison, W153719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property ,Wlsecurely seat. J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2, Cut members to bear tightly against each c2 caother. 0 WEBS J5 a 3, Place plates on each face of truss at each n*For 4 x 2 orientation, locate O , � � joint and embed fully. Avoid knots and wane tes 1/8" from outside ed e of 9 o a _ v at joint locations. truss and vertical web, o o 4, Unless otherwise noted, locate chord splices 114 len th + 6" from at panel adjacent oint, g (_ 1 joint,) C, Cr BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of - required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and M[Tok/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 CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 x 4 perpendicular to slots, Second in all respects, equal to or better than the 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, 4010 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, TM PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 HYDROA/R Job Truss russ ype JUNAIDIE BUDIMAN PE #45161 ty Ply RTON 2289 A 16472 Segovia Cir. N. 12177537 DR2289A FG23A FLOOR Pembroke Pines, FI 33331-4627. 1 2 . (optional) A PAN-TH, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 R1 s Aug 0 1 Ml ek Industries, Inc. Wed Mar 1 1: age 1 3-11-0 7-8-4 11-5-8 15-2-12 19-0-0 22-1 1-0 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Scale = 1:39. 5x6 = 2x4 II 5x6 = 2x4 II 4x8 = 2x4 II 4x6 = 1 2 3 4 5 6 7 ' 13 12 11 10 159 8 3x6 II 5x8 = 2x4 II 4x6 = 7x8 = 4x10 = 3x6 II 3-11-0 1 7-8-4 11-5-8 15-2-12 19-0-0 22-1 1-0 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Plate Offsets (X,Y): [ - - -01, [1 -4- -4- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.54 10-11 > 504 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.74 10-11 >366 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl = 480 Weight: 240 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D 3-13 2 X 4 SYP No.2D, 5-11 2 X 4 SYP No.2D 5-9 2 X 4 SYP No.2D, 7-9 2 X 4 SYP No.2D REACTIONS (lb/size) 14 = 1378/0-6-0, 8 =1859/Mechanical FORCES (Ib) - First Load Case Only TOP CHORD 1-14=-1084, 1-2=-3957, 2-3=-3957, 3-4=-7771, 4-5=-7771, 5-6=-5807, 6-7=-5807, 7-8=-1562 BOT CHORD 13-14 = 798, 12-13 = 7695, 11-12 = 7771, 10-11 = 8538, 10-15 = 8538, 9-15 = 8538, 8-9 = 800 WEBS 1-13=3264, 2-13=-240, 3-13=-3867, 3-12=505, 4-11 =-273, 5-11 =-791, 5-10=428, 5-9=-2818, 6-9 = -239, 7-9 = 5166 (7-61 11 This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) 2-ply truss to be connected together with 10d Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 757.0Ib down at 18-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. lQi 13�� ff� 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. •••.. .......... . IL .. LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 * Uniform Loads (pill % NQ.45161 Vert: 1-7=-100.0, 8-14=-10.0 Concentrated Loads (lb)�r1 Vert: 15=-757.0 + •= Nei TATEOF t+ •Y. `V QNaL w March 13,2002 ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. =s Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. ApplloobllBy of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding tabrloatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 693 D'Onotrio Drive, Madison, WI63719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates, to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 Ja owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each ca w other, o WEBS J5 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate O , 0 � " 3 '' ; joint and embed fully. Avoid knots and wane plates I/a" from outside edge of o 1l M at joint locations, truss and vertical web. o Q. o Unless otherwise noted, locate chord splices 1 /a length(+ 6" from at panel adjacent joint.) C7 C46 BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of _ required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mrrek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the 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 MiTek® engineer. ® 15. Care should be exercised in handling, So . _ PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. { CLIP FORM018,019 �N�' �� ® MYORO,AIR t Job russ russ Type JUNAIDIE BUDIMAN PE tr45161 ty Ply H N A 12177538 . DR2289A J ROOF TRUSS 16472 Segovia Cir. N. 6 1 Pembroke Pines, FI 33331-4627. (optional) A AN-TH, N W L, Mi a Industries, Inc. 4.201 R1 s Aug 1 Mr a Industries, Inc. a Mar 1 1: 2 age 1 -1-0-0 7-0-0 i 1-0-0 7-0-0 3 Scale = 1:19. 6.00 FT£ 2 1 4 ' 2x4 = �7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) 0.28 1-2 >53 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4.SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=242/Mechanical, 2=418/0-4-0, 4=68/Mechanical Max Horz 2 = 291(load case 5) Max Uplift3=-305(load case 5), 2=-167(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 lb uplift at joint 3 and 167 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard p 't No, 4 5161 -oE �4' STATE OF ; r� aNaL � March 13,2002 ®WARNING - VerVy design parameters and READ NOTES ON THIS AND RE VERSE SLIDE BEFORE USE. Design valid for use only with MlTek connectors. This design is based only upon paiametets shown, and is for an Individual building component to be - Installed and loaded vertically. AppilcobilBy of design parameters and proper Incorporation of component is tesponslblllty of building designer - not truss In deslgnet. Bracing shown is for lotetal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the iesponslblllty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabilcation, quality control, stotoge, delivery, erection and bracing, consult GST-88 Quality Standard, DSB•89 Bracing Speclflcatlon, and HIB-91 M iTek® Handling Installlnq and Bracing Recommendation avallable ftom Truss Plate Institute, 593 D'Onoftlo Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 1 4 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat, W, T 0 0 *For 4 x 2 orientation, locate plates 1/8" from outside edge of o truss and vertical web, 0 *This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 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, -- e MiTeko FORM016,019 ®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 joint and embed fully. Avoid knots and wane i at joint locations, a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM CLIP ® HYDRO -AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to 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 cuss Type JUNAIDIE BUDIMAN PE #45161 ty ply R A 12177539 DR2289A K ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331-4627. (optional) A AN- N W L, Mi a ndustries, nc. 4. 1 s Aug O1 MiTek Industries, Inc. Wed Mar 1 1 : 4 2002 Page 1 1-0-0 5-0-0 r r 1-0-0 5-0-0 3 Scale = 1: a.s 6.00 r1T 2 1 4 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.09 1-2 >157 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 165/Mechanical, 2=327/0-4-0, 4 = 48/Mechanical Max Horz 2=212(load case 5) Max Uplift3=-215(load case 5), 2=-151(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 (5-41 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 3 and 151 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard No, 4 5161 �1 Q STATE of : w March 13,2002 ®WARNING - Verym design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. o� 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 lot lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent briscing of the overall structure Is the responsibility of thebuilding designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofao Drive, Madison, WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties - TOP CHORDS 2. Cut members to bear tightly against each c� ca other, o WEBS Place plates on each face of truss at each *For 4 x 2 orientation, locate Aa:3, O ,Qjoint � `% 3 '' 3o and embed fully, Avoid knots and wane plates 1/8" from outside edge of a _ at joint locations. truss and vertical web. O ►- o 4, Unless otherwise noted, locate chord splices �/4 len th + 6" from at panel adjacent oint, BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8, Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the 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 MiTek engineer. ® 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP. FORM018,019 HYDRO.AIR® r Job runs ruSS Type JUNAIDIE BUDIMAN PE #45161 ty Ply 89 A DR2289A KA ROOF TRUSS 16472 Segovia Cir. N. 1 1 12177540 Pembroke Pines, FI 33331-4627. (optional) A AN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SAT s Aug 20 2001 Mi ek Industries, Inc. Wed Mar 13 08:51:25 2002 Page 1 5-0-0 5-0-0 2 Scale = 1:14.7 6.00 12 1 3 2x4 = 5-0-0 r � 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC ILL Min I/dell = 360 Weight: 16 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD' 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=224/0-4-0, 2 = 1 77/Mechanical, 3 = 48/Mechanical Max Horz 1=199(load case 5) Max Uplift =-89(load case 5), 2=-218(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 66 BOT CHORD 1-3=0 (5-41 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 1 and 218 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard R �� Ala, 4 5161 . V • A �R. OSTATnnEl OF r � ;ko� March 13,2002 ®WARNINO - VstW design parameters and READ NOTES ON TWS AND REVERSE SWE BEFORE USE. �® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown Is for 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 WWI Handling Installing and Bracing Reaommondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. --. — -.... . --, F- Symbols (Numbering System ®General Safety (Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 34 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss.and building designer, erection supervisor, property securely seat. J2 J3 Ja owner and all other interested parties - TOP CHORDS 2. Cut members to bear tightly against each ca ca other, o WEBS JS � 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate o Q `� ; '' ; joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of o a _ at joint locations. truss and vertical web. of a o 4. Unless otherwise noted, locate chord splices I/a length(+ 6" from at panel adjacent joint.) C8 C7 BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7, Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the 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 MiTek engineer, 15. Care should be exercised in handling, PANEL iM erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 r-&JMr' ?gA1L ® OfYORO,A/R® r Job runs Truss Type ty Ply R N 2289 A JUNAIDIE BUDIMAN PE #45161 12177541 DR2289A L ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, A 33331-4627. (optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1s Aug 20 2001 Mr ek Industries, Inc. Wed Mar 1 Page -1-0-0 3-0-0 1-0-0 3-0-0 3 Scale = 1:9.9 6.00 12 2 4 1 2x4 = 3-0-0 , 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.02 1-2 >936 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 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=82/Mechanical, 2=242/0-4-0, 4=28/Mechanical Max Horz 2 = 133(load case 5) Max Uplift3=-123(load case 5), 2=-142(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard * N0. 4 5161 r en STATE C '`�;••:�J o R �QNaLjee March 13,2002 ®WARNING - VerVy design parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building. component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - -- — designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent loRscing of the overall structure Is the responsibility of the building designer. For general guidance regarding labricatlon, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Spectflcatlon, and HIB-91 M iTek® Handling Insta111na and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1 4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. -Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the - required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS C2 C3 WEBS JS o_ o O a ce c7 ce F- BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® PANEL TM CLIP FORM018,019 -G-NAIL O MYORO,AOR ®General Safety Notes Failure to Follow Could Cause Property Damage or .Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply H RT N 2289 A DR2289A LA ROOF TRUSS 16472 Segovia Cir. N. 1 1 12177542 Pembroke Pines, FI 33331-4627. (0 tional) A U- A - H, LONGWOOD, FL, MiTek Industries, Inc. 4. 1 R1 s Aug 20 200-1-M-iTe-kIndustries, Inc. a ar 1 1: 7 2002 Page 1 3-0-0 3-0-0 - 2 Scale = 1:9.9 6.00 12 1 3 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSf DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.13 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 10 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc puffins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=130/0-4-0, 2 = 103/Mechanical, 3 = 28/Mechanical Max Horz 1=120(load case 5) Max Uplift1=-50(load case 5), 2=-129(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 (5-41 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 1 and 129 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard * No.4.5161 4, 1r 4F Yr RtD�4 March 13,2002 ®WARNING - VerVy design parafneten and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer -not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Y8 *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the M[Tek/Gang-Nail Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS cz c� WEBS J5 o_ cr o d O a 78 c7 C6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401�1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke • �/� �{�\�®;. •PANEL TM =.: �,, CLIP FORM018,019 GANG -NAIL HYO/iO.AgRO Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job • russ Truss Type t y Ply N 2289 A JUNAIDIE BUDIMAN PE t745161 12177543 . DR2289A M ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, A 33331-4627. (o tionaq A U- H, N W D, Mr ek Industries, Inc. 4. 1 R1 s ug 1 Mi ek ndustries, Inc. Wed Mar 1 Page 1 -1-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:5.7 6.00 FIT 2 4 1 2x4 = 1-0-0 i 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 0.09 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 I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = - 11 /Mechanical, 2=173/0-4-0, 4=10/Mechanical Max Horz 2 = 71(load case 4) Max Uplift3 = -31 (load case 5), 2=-150(load case 4) Max Grav 3=31(load case 4), 2=173(Ioad case 1), 4 = 10(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 150 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard XDIE 13�,�� No, 4.5161 • '� O ; STATE 4F •vrR �NaL March 13,2002 A WARmINO - VerVy design parameters and READ NOTES ON TB78 AND m VERSE SIDE BEFORE USE. re 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 Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brarcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control• storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Instollinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive. 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. 8 17-1 0 *For 4 x 2 orientation, locate plates 1/8" from outside edge of o truss and vertical web. 0 *This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE 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. 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 cr joint and embed fully, Avoid knots and wane 0 at joint locations, rJa. 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 ® HYDRO -AIR Job Truss russ ype JUNAIDIE BUDIMAN PE #45161 ty Ply H R N 289 A 12177544 DR2289A MA 16472 Segovia Cir. N. ROOF TRUSS Pernbroke Pines, FI 33331-4627, 1 1 (optional) A U- PAN- H, L N W D, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 :51: Page 1 1-0-0 1-0-0 6.00 PT 2 Scale = 1:5.7 1 co 0 3 2x4 = 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min Udell = 360 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=45/0-4-0, 2 = 35/Mechanical, 3=10/Mechanical Max Horz 1=42(load case 5) Max Upliftl=-16(load case 5), 2=-45(load case 5) FORCES IN - First Load Case Only TOP CHORD 1-2 = 14 BOT CHORD 1-3=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95` If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 1 and 45 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard p No, 45161 '� UATE of .• ��;•L L � F�OY�1 March 13,2002 ®WARNING - Ver-W design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brlricdng 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 Speclflcation, and HIB-91 M Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. '��® Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates, to both sides of truss and securely seat, building designer, erection supervisor, property 'fie„ Ye 4 J2 J3 J4 TOP CHORDS owner and all other interested parties., 2, Cut members to bear tightly against each Cz other, o a WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ,� ; ; Q joint and embed fully, Avoid knots and wane plates I/8" from outside edge of L) a 0 _ at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices I/4 length(+ 6" from co C, C at panel adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 4 4 The first dimension is the width to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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, TM PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG -NAIL ® NY®RO AIR a -S Job Truss Truss Type JUNAIDIE BUDIMAN PE #745161 ty Ply H RT N 289 A . DR2289A MT MONO TRUSS 16472 Segovia Cir. N. 10 i 12177545 Pembroke Pines, FI 33331-4627. (optional) A U- PAN-TH, L N W D, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, nc. Wed Mar 1 : 1: age 1 -1-0-0 2-6-0 1-0-0 2-6-0 2x4 II Scale = 1:8. 3 6.00 (-1£ 2 2x4 - a 1 2x4 II 2-6-0 2-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 191/0-1-8, 4 = 108/0-1-8 Max Horz 2=139(load case 4) Max Uplift2=-128(load case 4), 4=-94(load case 4) FORCES (Ib) - First Load Case Only TOPCHORD 1-2=17, 2-3=0, 3-4=-85 BOT CHORD 2-4=0 (6-5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 94 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. t LOAD CASES) Standard t No. 4 5161 40JTATE OFOR VU March 13,2002 ®WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. �® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss Sol designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brmcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB•89 Bracing Specification, and HIS-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, $83 D'Onofrlo Drive, Madison, WI53719. M i��® Symbols PLATE LOCATION AND ORIENTATION 4 *Center plate on joint unless dimensions indicate otherwise. PLEN Dimensions are in inches...Apply plates to both sides of truss and securely seat, ,All *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating format refer to the M[Tok/Gang-Nail Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 o_ o O U CL 1y v O a ce c� cs FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40� continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® ��-CMD. TM y PANEL CLIP FORM018,019 cnniG-NAJL ® HYDR®.AOR 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 fuss Truss Type ty Ply ORTON A JUNAIDIE BUDIMAN PE t145161 12177546 DR2289A S ROOF TRUSS 16472 Segovia Cir. N. 2 1 Pembroke Pines, Ft 33331-4627. (optional) A U- AN- H, LONGWOOD, FL, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 :51: Page 1 -1-5-0 5-2-5 9-10-13 1-5-0 5-2-5 4-8-7 4 Scale - .2 -- 4.24F12 3x4 G 3 2 1 7 6 5 2x4 II 3x4 - 2x4 = 5-2-5 9-10-13 5-2-5 4-8-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=312/0-1-8, 2 = 523/0-5-11, 5=430/Mechanical Max Horz 2=368(load case 2) Max Uplift4=-363(load case 5), 2=-283(load case 2), 5=-206(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=35, 2-3=-943, 3-4=76 BOT CHORD 2-7=865, 6-7=865, 5-6=0 WEBS 3-7=166, 3-6=-942 (6-51 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 4, 283 lb uplift at joint 2 and 206 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASES) Standard INDIE 13+�� 1) Regular: Lumber Increase = 1. 33, Plate Increase =1.33.•�!•-., Uniform Loads (plf) �•• `Q1 C� ., !/. Vert: 1-2 = -74.0 Trapezoidal Loads (plf) l Vert: 2=-4.4-to-4=-183.1, 2=0.0-to-5=-49.5 * N0.4J161 '�7 • i ' o R �oa� •r.wN• aNaL March 13,2002 AWARKINa - V—W d.dyn pn--f— —A READ NOTES ON TA7S AND REVERSE SIDE BEFORE USE. ®� Das�n valid fad use only with MI1ek eenneetets. ihb design k based only upon pa(amete(t shown, and Is lot an Indivdual bullding component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek° Handling Installing and Bracing R*comm*ndation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13i4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca a WEBS J5 cc 0cr 0 O � a ce c7 cs 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 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® ,PANEL TM CLIP FORM018,019 �.e.N�-� ® HYDRO•A/R ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional . c engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. 16-8-70 23-4-0 J_ Bl 8-0— FL AT L Bl A 11p ------------- Bl - - --- ---- - A 7 B 1 A Bi All B 1 2ND FLOOR BRG, A Ri Bi------- AlA CD CD Bl CD CD Bl I Ln Bl �i 4 AlA AlA Bi A2 A2 A2 BGAB A—Z '-x mc,. A2 BB CD E CD BBGAB cu L 9-0-0 BRG, LEDGER BRG, B 8-0-0 BRG, 13-4-0 BRG. IN ENTRY 9-4-0 15 0 — _0 S-4-0 19-8— A R ALL BEARING WALLS TO BE PLACED J, L 1 PLY HGR. CTICE! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. 10. 1, 2 PLY HGR. :ENIGNEERED 'DRAWNGS--LOADING--PITCH AND OVER/HANGS L - - - - - _WALLS SHOWN ARE TO BE BEARING.. - -- - -- - -- - -- - 3 PLY HGR- SIGNED APPROVAL: X IL JOB NUMBER: DR2289 A OR 8 DATE: 2-10-03 PITCH: LOAD:SHINGLES CCU SPAN CUSTOMER: D.R. HORTON 6. O/H: 12" 407-321-321-1440 BY. T-u JOB NAME: 2289 "A OR B" ELEV. BRG: BLOCK BRG. Al 1ST FLOOR BRG, @ 8-0- 0 Lo m ry I 23 T23 T23 T23 F- T23 T23 0i T23 T23 NOTE: PLACEMENT MAY VARY DUE TO FIELD CONDITIONS A/C PLUMBING ECT. SEE INSTALLATION GUIDE T_ T18 8 _w �_o Tug T19 f f9= 00 CL T19 ry T19 o Ti 1,D T19 T19 T19 TT19 TRIM IT FLOOR SYSTEM r f—'\N I �_l J': ALL — -- — -- BEARING WALLS TO BE PLACED 1_1 IUT FACE/MT I CTICE! REVIEW ALL SPAN DIMINSIONS--BRG. WALLS I PRIOR TO SETTING TRUSSES.. — I MIT TOP/MT [ENGINEERED DRAWINGS--LOADING--PITCH AND OVERHANGS —WALLS SHOWN TO BE BEARING .. . A SPc SIGNED APPROVAL: X L I-------------- ----------- CU SPAN JOB NUMBER: DR2289.(��,,, DATE: C( CUSTOMER: D.R. HORTON 407-32^1 144 1 08 800-330-40 8 BY:D ii. JOB NAME: 2289 II s