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Home My WebLink About278 Clydesdale Cir - BR03-001519 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNEI ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR W MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # PERMIT DESCRIPTION _ PERMIT VALUATION SQUARE FOOTAGE 4 d y t=i CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 278 CLYDESDALE CIR for which permit 03-00001519 has heretofore been issued on 4/11/03 has been completed according to plans and specifications filed in the office of the Build' Official prior to the issuance of said building permit, to wit as M S(tnQl n.ly &..'Lt_ complies with all the building, plumbing, elect cal, z ning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled T C. (l ZONING: Inspected UTILITIES: FIRE: Inspected Water Sewer Lines In ,e Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Signs S. Street Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 5 16/03 5/21/03 4/11/03 5/13/03 4/17/03 4/11/03 4/11/03 4/11/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 278 CLYDESDALE CIR for which permit 03-00001519 has heretofore been issued on 4/11/03 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 4/11/03 279.61 4/11/03 91.93 4/11/03 13.92 4/11/03 847.00 4/11/03 13.93 4/11/03 1384.00 4/11/03 650.00 4/11/03 1700.00 0(* r 0) `-ib'43OWNffBUrLDINGOFFICIAL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: i- lol,'05 PERMIT #:. 0 3' 15141 ADDRESS: CONTRACTOR: Q)Aoe--' 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 fl i Public Works 1 Utilities OFire OZoning 0 Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) ArZorN oT -7-1[wT CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: "1•'LZ-0'S PERMIT #:. ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire 0 Public Works r s a5 Zoning DUtilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) k. f CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE:-1•'LZ'0'S PERMIT #:. ( 3' I J ADDRESS: It CAL CONTRACTOR: PHONE #: y(D) - 8 3 a - y '8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Utilities CONDITA-ON 1 TO BE C Fire Zoning Licensing F APPROVAL IS CONDITIONAL) 7 31.r1 2:36 LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 7/23/03 08:39:58 Location ID . . . . . . 251705• Parcel Number . . . . 18.20.31.-0000-0200 Alternate location ID . . Location address . . . . 278 CLYDESDALE CIR Primary related party . . Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT 3/4" WA METER SET FEE $190.00 PD 4-11-03 41703 T.-n CSVC UT REC Special notes More... F2 Address F3=Exit FS=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires July 31, 2002 Read the instructions on oaaes 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 278 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 20, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 'rf necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): No - ##' - ##.##" or ##.#####) O NAD 1927 O NAD 1983 O USGS Ouad Map O Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SEM INOLE COUNTY 120294 1 SEMINOLE I FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B6. FIRM INDEX DATE EFFECTNEIREVISED DATE . 138. FLOOD ZONE(S) Zane AO, use depth of floodrg) 0045 E 4/17M 4/17/95 X 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used forthe BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Consbuction' ®Finished Construction A new Elevation Certificate will be required when construction of the !wilding is canplete. 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, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to thebuilding diagram specified in Item C2. State the datum used. If the datum isdifferent from the datum used for the BFE in Sedion B, convert thedatum tothat used forthe BFE. Show field measurements and datum conversion calculation. Use the space provided orthe Comments area of Section Dor Section G, as appropriate, to document thedatum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference marts used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 41. 4 ft.(m) o b) Top of next higher floor 50.7 f4m) n o c) Bottom of lowest horizontal structural member (V zones only) NIA . fL(m) o 6 o d) Attached garage (top of slab) 40. 9IL(m) E a o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 40.8 fl(m) n, . E u f) Lowest adjacent (finished) grade (LAG) 39, 6 fL(m) Z L r' o g) Highest adjacent (finished) grade (HAG) 40. 5 ft.(m) d o h) No. of permanent openings (flood vents) within 1 IL above adjacent grade 0 o ) Total area ofall permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or.imprfsonment under 18 U.S. Code, Sectiotl 1001. CERTIFIER'S NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS Ap / CITY STATE ZJP CODE 320 E. SOUTH STREEl(1S/I{E.180// . A I „ I 1 ORLANDO FL 32801 SIGNATURE I h YVI-- VIlor'41K, l IY . DTE TELEPHONE 77/17/03 (407)426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Czmpary Use BUILDING STREET ADDRESS (Induct M Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BO)NO, Policy Number 278CLYDESDALE CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IA NA 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 intendedfor use as supporting information for aLOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar tothe building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents ft building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is natural grade, if available). ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. 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 owner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E forZoneA (without a FEMA4ssued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, B. C, and E arecorrect to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES 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 laworordinance to administer the community'sfloodplain 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 alicensed surveyor, engineer, or architect who is authorized by state orlocal law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. Acommunity officialcompleted Section E fora building located inZone A (withouta FEMA4ssued orcommunityissued BFE) orZone AO. G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. G8. Elevation of as -built lowest floor (inducing basement) of the building is: _. _ft(m) Datum: G9. BFE or pn Zone AO) depth of flooring at the building site is: _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLAT -OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 20. BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 67, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1O PROPOSED ROSE HILL PHASE II A=11'46'02" R=225.00' LOT 17L=46.21' ' CB=N83'43'14"W 57.66' C=46.13'------------------ S89'33'46"E LOT 19 Lai N a In ZN z0 O Z LOT 20 7.6' WIRE FENCE NOT PLATTED 1" = 30' GRAPHIC SCALE 0 15 30 LOT 21 CT) (. fV D a 0- 0LEGEND BUILDING SETBACK LINEa _ . CENTERLINE i ENT — — RIGHT OF WAY LINE I in 5.3' ;D 41 40 EXISTING ELEVATION 17.0 COvEREo° b m40.0' TWO STORY CONCRETE BLOCK o h WOOD FRAME o RESIDENCE FINISH FLOOR ELEVA TION - 41.40 COVERED RY CERTIFIED TO AND FOR THE 101' 13.0' 9 ;. .1; 0 17.7' 76, EXCLUSIVE USE OF: 2.0 CONCRETE O.R.H. TITLE COMPANY OF FLORIDA INC. I j CONCRETE,' OR LB LS LAND SURVEYING BUSINESS LAND SURVEYORFIDELITYNATIONALTITLEINSURANCECOMPANYOFPENNSYLVANIA1 , PRM PERMANENT REFERENCE MONUMENTROBERTC. ANDRESCIK II AND KIMBERLY M. ANDRESCIK WALK PCP PERMANENT -CONTROL POINT CH MORTGAGE COMPANY, I ,LTD. OB' OFF i ip - '---- 1, t ,,T••• UTILITY PER PLAT FND 1/2- IRON ROD ` i EASEMEN h:•^ M) FND MEASUREDFOUND NO ID. (07/16/03) 0 , i.'..:....,, 16;0';:;- WALK IS 1.4' OFF C/WS/W CONCRETE WALKSIDEWALK 39 " ',''' °• ' T. 4 ' 1 CP CONCRETE PAD NOTE: 1 CS C CONCRETE SLAB CHORD LENGTH 1. ALL DIRECTIONS AND DISTANCES HAVE PC 8 36 15. R•ZSaI I p r r15'WRPK PARKER KALON RADIUS BEEN FIELD VERIFIED AND ANY Co. Do' iN89'36 y 1. 11.77' POC POINT OF CURVE INCONSISTENCIES HAVE BEEN NOTED ON THE C.7sS0,48'07f (ye F^,o Q FND 4.4 CONCRETE MONUMENT SURVEY, IF ANY. g iv LB 04671 (07/16/03) FND NAIL AND DISC 2. PROPERTY CORNERS SHOWN HEREON WERE N 89'36'IS' w LB 14671 (07/16/03) SET/FOUND ON 07-16-03, UNLESS OTHERWISE TRACT "A" SET NAIL AND DISC LB #6393 (07/16/03) SHOWN. CL YDESDALE O SET 1/2' IRON ROD AND CAP 50 RICH CIRCLE LB #6393 (07/16/03) 3. THE SURVEYOR HAS NOT ABSTRACTED THE T-OF_ WAy CNA CORNER NOT ACCESSIBLE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF o DENOTES DELTA ANGLE WAY, RESTRICTIONS OF RECORD WHICH MAY L DENOTES ARC LENGTH AFFECT THE TITLE OR USE OF THE LAND. C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN PI PRC DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE LOCATED EXCEPT AS SHOWN. PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER 5. NOT VALID WITHOUT THE SIGNATURE AND THE CBW CONCRETE BLOCK WALL ORIGINAL RAISED SEAL OF A FLORIDA LICENSED RP RADIUS POINT SURVEYOR AND MAPPER. ou DENTFEADTUTILITY LINE POL POINT ON LINE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 20 AS BEING N89'33'46" W PER PLAT. FIELD DATE:) 04-08-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM39881 DRAWN BY: FINAL 07-16-03/CKB LAMERICAN SURVEYING & MAPPING FORMBOARD 04-24-03/CC CERTIFICATION OF AUTHORIZATION NUMBER LB®6393 ADO COVERED PMTO 2-26-03 AIL 320 EAST SOUTH STREET. SUITE 180 ORLANDO, FLORIDA LOT PLAN 2-07-03 JML 32801- (407) 426-7979 ' SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. Z5-o3 a t FOR THE EIRM WILLIAM R. M4 28 DATE 5-06-203 7:09AM FROM M!Il.!0`rl .,..I .- •IrIf,9,V'wW!`R.Y:ItN..,,'1tiSr i. .i.. ,T •N.L .. 'I'`::.>'L'^:(.- • CrTV OF SANFORD PERMIT APPLICATION Permit a :, Job Address: Data: .5 7. Deseription of Work: C_-k rti 1-1- t (_ cA 1 h},i{prl Pistrietl Znnigq: yvluc of Work: S Permit Ty Building,_ Elcnical ., Mechanical Plumbing __ F•im Sprinkler/Alarm Pool _- •-_ Electrical: New Service - a of AMPS . Addition/Alteration Change of Service _^ Tempor8iy Pole_ Mechanical: Residential _ Non-Rcs)dcntia) Replacement New (Duct Luyout & Energy (7BIc. Required) Plumbing/ New Commercial: is of Fixtures Is of Wata & Sewer Lines a of Gas LineS _ Plumbing/New Residential: a of Water Closets.- Plumbing Repair- Residential or Commercial Occupancy Type: Residential V'- Commercial Industrial Total Square Footage: _ Construction Type: a of Stories: is of Dwelling Unih: Flood Zone: • (FEhlA form requirud for other than X) Parcel a: Ownara Name & o r Contractor Name & Address: Phone & Fax: Bonding Cnmpany: ... — Addreu, Mortgage Lender. Address: --• r, 2, Z% L% , State Llecnse Number- VU) 5 Z9 Contact Person: (Y CI.0 1 e Phunc; - 3L Phone Architt UEngineer: Fa a: Address: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no wink or installsnon has commenced prior to theIssuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsrtgulatlngc %struction in ibis jurisdiction. l undmtand thus . scparatcpermitmustbesecuredrocELECTRICALWORK, PLUMBING, SIGNS. WELLS. POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. OWNER'S AFFIDAVIT: I certify that all orthe foregoing Information is accurate and that all worst will be done in comphanea with all applicable laws regulatingconsmwrionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FTNANCTNG, CONSULT WrM YOUR LENDER OR AN ATTORNEY BEFORE RHC:ORDMG YOUR NOTICE OF COMMENCEMENT. NOTIC : In a4dition in the requirements of thin permit. there may he additional restrictions applicable to this property that rray be found in the public rcoords ofthiscounty, and there may be additional permits mquirod firm othrx governmmul entities wch as want msnogernent disiricu, state agencies, or icdcral agencies. Acceptance of permit is veriflcution ih.t I will notify the owner of the property of the mqulremen of 11or, n Uw, " 713. Lj Ualc Sl naturt of Conrractnr/Agclll DaIC Stgnatury of Owner/Agent Print OwnerlAg<nt's Name Print Cunttaetor/Agent's Name $, mature of Nutary•Slale. Af Flnnila Hate Signature of Nvoly e n) Honda UDC Ciwn r/Agcitt is __ Perfunilly Knnwn to Me ut (.'u„vaetnr/Agent 1> Vrr:nn],ly Known w Mc v YruduCdd ll'r prndUCV6 11) .... ..._ AI'PLIC'A1'I()N AIIIII(OVE0IIY' Illdg: _..... nit:nl S: I)31c) (initial & Mae) ilnrtgl ti I)atc) (I,-u:tI J lkgc err'%MARIE A. ZETTLEMOYER MY COMMISSION # CC 855100 l?mf EXPIRES: Jul 15.2003 1. DN3. IOTARY FI& Notary Service tt Bordnp Co. J ASAA, CHNONW4 Cupp, INC, L==ml*= , PW 440M 7P44dft PAJO COM M-40V$ 200 A UNDERGROUND METER BASEi 2' NIME 70-0 ik 8METER 117 8102 225 A RAINIIGHT MULTI CKT W/i 510 A VAIN 8KR. CXT uo 201: AMP 1,alor NSIDE PANEL ATO IN... AGE ."AREA. 2/0 ALUM,SER CABLE L:CH 114 INC ARRI!91;TOR 2" CONDUIT- U IBYFPCIII - #4 BARE CV TO i!FOUND 6 FT. G.R0,1NOINO RODS 8 FT. APART ELE-C."" TR! CAL NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALLCOMPLYW/ APPLICABLE :)ROVISIONS OF THE NATIONALELEC, CODE, LOCAL CODE,')', AND THE LOCAL POWER QQLOADCENTERSWILLBEE. Ocz 0 Ole BAK rIa Ali a. emomw ClAcupp, INC. 1/16/02 200 A QERGROUND CKT -NSIDE PANEL FAIN IN -, TER BASE Aillk ay.AREA, UO E225 A 21:)1: AMP 2- NIPPLERAINTIGHT I looMULTI CKT 00 -A w 1510 A PANEL', URI METER . L. L 2/ 0 ALMSER CABLE L: GH 114 INC ARRj!. 4%;T0R CONDUIT I BYFPCI---- #4 BARE CQ TO '.!POUND 8 FT. G.R0,1NOINO ROOS a FT, APART b ELt TR!CAL "RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL CO-VPLY W/ APPLICABLE :'ROVISIONS OF THE NATIONAL ELEC. COOE, LOCAL CODE:,';, AND THE LOCAL POWER .,QQ LOADCENTERSWILLBEIE0REQ.1. 0 .'s• 4. ad, 0( 0A406 ft I7 NGL 0) Mill CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number. 03 ' / )' 19 Date: 3 The undersigned hereby applies for permit to install the following plumbing: Owner's Name: .`Z - 1- as Address of Job: 22 O 1r— kL / Cr()11Cl,dkv jAdo Cc-, ADVANTAGE PLUMBING, INC. Plumbing Contractor. P.O. BOX 620027 UVIEVUFLORIDA 32762-0027 07) 66- 4 Residential: Non-Resic r tial: By Signing this application I am stating that I am in compliance with City of Applicant's Signaturey'!,.4.. t" Q-tla„A C(= -C Or State License Number ADVANTAGE PLUMBING, INC. P.O. BOX 620027 OVIEDO FLORIDA32762-0027 407) 366-3994 63--1 71 THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Hortonr Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 NAR ME NORSE CLERK OF CIRCUIT COURT SENINOLE COUNTY BK 04775 PG 1601 CLERK'S # 2003059916 RECORDED 04/10/2M 18tS2t22 R>rR RECORDING FEES 6.00 RECORDED BY N Nolden NOTICE OF COMMENCEMENT Prepare in duplicate) 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 ofToLot(s) 2, 3, 5, 20 & 21 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 th Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(I )(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. HInc" sistant Secretary Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of 12003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on behalf of the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid Notary Seal qWX t F Fr O UFF.10ILD COP1 MANYANNE MOREE CLERK OfCIRCUIT COURII SEMINOLE COUNTY. FLORIN DORM cLOM COUNTY U[ IMPACT* F[E ThlL[HT ISSU[D l Y CITY U[ ATATEMENT NUMBER 103-75399 DATE: Di0LDlHG ['[RNIT NUM8[F<: /'_\i ([ITY) COUNTY NUMBER:_______ U>|I ADCRESS: -- , ---------'------------------_-''---'-' TWP: RNG: PARCEL: SUDDIVISlOH: TRACT: PLAT BOON: PLAT ROOK PAGE: BLOCK: LOT: C010. 0 hPPLICANT pAKE: ADDRESS : ............................... USE CATEGORY: 001 - Single Family Detached House 7Y['[ ton Re`.ide//tial WORK LESCRIPTI01: Single Family Houses Detached - Construction RAT E. FEE UNIT RATE PER N TYPE TOTAl. DUE TYPF DI SCHEDULE DESC. UNIT OF UNITS Oh0] hRlERIALS CO -WIDE O dwl unit G 705.00 1 1 705.00 ROAD!, COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIVDARY [8-WIDE O dwl unit $ 54.00 1 1 54.00 0012OLS [O-WIDE O dwl unit $1,384.00 1 $ 1,304.0o AMOUNT DUE , 1 2,285.00 N[C[lV[D BY.-. SIGNATURE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNBR nND NSWM[ T]H[LY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *<!): DlSTRIPUTION: 1-COUNTY 3-CITY yA['PLIC HT 4.C<D84TY P[kSUN5 ARE h0VISEk THAT THIS IS A STATEMENT UF FEES WHIC{| ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A 0]IiDIX(; P[RMIy.' Ak[ A SO ADVISED THAT ANY RIGHTS OF THE APPLICANT, ON TO APPEAL lkE CALCULATIONS OF THE ROAD, LIBRORY SYSTEM AHD/OD 8 D\|CAT1UNhU (SCtQOL) iMwACT FEES MUST BE EXERCISED BY FlLING \ h WRITTEN REGCEST WITHIN 45 CALENDAR DAYS OF THE R[C[{VlHG SIGNATUK[ DATE APOVE, BUT NOT LATER THAN CERTIFICATE OF O;: OCCUPANCY. THE RE]ULST FOR REVIEW hUST VEET THE REQU1REM[UTS OF T||E COUNTY LhND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING #nP[ALU MAY DE PICKED LP, OR REOUESTED, FROM THE PLAN IMPLEMENTATION OFPICE: Q 1101 [ALT FIR8T STREET, SANFOKD, FLORIDA 32771; (407) 665-7674. PAYMENT EKOULD BE FADE TO: CITY OF SAKFORD BUILDING D[i'ARTMLNT 000 HORll| PARK AV[}K]E AHFOkD. [l 3y7v1 PAYMENT 2H[CLD BE BY [HECK OR M0k[Y ORDER, AND SHOULD REFOR[}K;[ T!U, AND CITY BUILDING PERMIT NUMBER AT THM TO" 9:60O|lS STf)TFMEN7 19 VALID ONQ IN CUXJUNCTIOH WITH ISSUANCE OY 100h FAMILY BUILDING PERMIT 51*10*11')1|11||TT*** IMN , 5 Since 1978 March 31, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter Bakers Crossing This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. for the following work: Construction of a SFR on Lot 20, Bakers Crossing, Phase 2, 278 Clydesdale Circle Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com 4a,,.6"Uet1 • Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. W Signature Patricia Coulton Printed/ Typed Name Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Owner) 4a' Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 31st day of March, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is per Ily known to me or who produced their Florida State Identification. N OT.4 AIRICIq COUL7 pN L _ r COMMISS1Cs1ATEOFFLORIDArC1WMLSSIONN0. DDI34330 NEXP. ULY 26,20p NotarySignatureNotaryStamp6250 Hazeltine National Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 1 = r Please visit us at www.drhorton.com .— D-R-HOR 10V March 31, 2003 Russ Gibson City of Sanford Dear Mr. Gibson, Westlake Plantation, L.C. stated to you in a recent letter that the following work will be completed at Baker's Crossing: 1. Structure for 84" pipe in question will be modified per a design by Neil Hiler, approvable by the city staff. This will eliminate any question of its longevity. 2. They will install a rear yard drainage system per their dimension for the other. two blocks in Baker's Phase 1 impacted by A/B drainage. DR Horton understands that with that letter The City ofSanford has agreed to release building permits in phase two of Baker's Crossing. Please consider this letter confirmation that D.R. Horton will ensure the above work is completed by the Developer of Record, Westlake Plantation, L.C. Furthermore, D.R. Horton understands that until the developer completes the above - mentioned work there will be a hold on the issue of certificates of occupancy for homes located in Phase Il of Baker's Crossing. D.R. Horton, Tnc. Division President 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 A Q X p E ST C OTliTRO Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS ame .-• .?-tzS address E 23D City/State/Zip alA 1 3 Phone & Email AS 11tTi 011' 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 I \ ST.-ILLATION ADDRESS: t' 20 ? `G b*,Im,-z ` SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: E'. DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will arrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERIMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVEIFUN THE RELATIONSHIP OF THE PARTIES. apex Representative Signature Date tomer or Agent Sig nture Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1. Install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and4. during those years, Inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementfor2,;,,e, er quarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifth }' S1 ear, 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 areas) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or underthearea(s) baited. At no time will damage caused to any portlon(s) of the Structure(s), even by an active wood destroyinginsectinfestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WA.RRAINTES OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTYFLOF WORKMANLIKE SERVICEFURTHER, COMPANYHASMADENOAFFIRMATIONOFFACTORPROMISERELATINGTOTHEPRODUCTORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY, CustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no eventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any -allergy orsensitivityconcerningodors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS neral terms and conditions are hereby made part of this contract andByspecificreferencehereto, the Customer understands that the ge apple without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON' SYSTEM COMPONENTS: The Customer understands that: All componentsoftheSentricon 'System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of theComponents, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer toretrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon' System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protectionordiscontinuingtherelationship(note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteinfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;.(5)retrieve, or advise DoivElanco"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)either agree with Apex on the use of it different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identlficd herein as of the date of the initial Installation. Prior to; (I)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close tothelocationofanyStation, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or suppfiesoccurs, 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 partoftheCustomer'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 mad 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 1, held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force and effect. CHANGE IN LAW. In the event of a change In applicable law as it pertains to the services promised herein, Apex reserved the right. t( revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfillin. Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, sttike! embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Ape) Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not b responsible for; (1)termite damage resulting from water leakage; (2)tcrmite damage resulting from masonry failure or grade alteration: 3)tcrmite damage resulting from direct wood to soli contact; (4)furniture and contents; (5)nreas of existing damage unless areas have bee repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunde Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures fc commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all tl provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. Ti proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or i designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators Nv be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual bas 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 a - no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and relieved of any liability hereunder If Apex determines, In Its sole discretion, that It is unable to prevent or stop further damage to Prope- from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writingTheApexCorporateOfflee. Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the Identif Property for any purpose contemplated by this Agreement, Including but not limited to re-nspectlon, whether the Inspection was reques by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of I (one) year from Its effective date. After : Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a M transfer fee payable to Apex within thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapolnt Ct. #G 5314 Fnulkenburg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407459-2847 407-858-0540 813.221.2847800-929-2847 888-764-2847 877-459-2847 I hearby name and a Limited Power Of Attorney oint: Craig Coulton and each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and plyt The Buildinq Dept. of: C to o Ea,hv6rG For a residential permit for work to be performed at: Lot Subdivision Address: And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instr en was acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who is personally no/n to me. State of FI County of Notary Public Signature OFFICUT NOTARYWC PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY C ULY 26,2006 D . R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # GSUBDIVISION: BAKERS CROSSING ADDRESS 2-18 C C)2- C' f EC, /ST BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS SNI* 22apt 3 SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT Sri Uel 1,(e )rm J CITE' OF SANFORD 13SID G DIVISION SUBMITTALRESIDENTIAL BUT.I.DING PERMIT REQUMENTSFORTwo ( 2) recent boundary and bujlp g location surveys showing setbacks I' lin or perm for structures (not fences) from all structures to property j qp design ndrawings drawn to scale, 2 Two (2) complete sets of constru ' g Complete sets to include: ff es for all bearing walls. Provide side view details a Foundation plan i drcting f oerhenar replacement. ofthesefooterswithb, Floor plan indicating interior wall partitions and room identification, door, window, and/or opening slzes, smoke detector, roomdimensions, location(s), inndings, decks and istairs. Bathroom fixtures and distances from walls are to be shown. NotetheStateofFloridnrequirementsfor bath door for compliance ofHandicappedCode (F.S. 553, Part 5) C. Elevations elevation het heiorghtperlls, cast, west, north find south. City Engineering Department ornish floor elevation g subdivision plat. 'ructure. Bearing wallsectionstobeusedInthesto d, Cross sections / non - bearing find exterior. Show all components of wall section. o c Framing plan for floor joists where conventionally framed. Plan to indicatespan, 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- 0 g, Stair details with sdimensions, rid guardrallgcr size, methods of attachment, placement of hnndr h, Square footage table showing footages. 4l5 S.F. Garngcs/Carports S. F. Porch(s)/Entry( s) S.F. Patio(s) z , S.F. Conditioned structure ( S. F. Total (Gross Area) 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structuretobebuiltonfill, a report may be requested by the Building Official or his representative. 5, Other submittal Documents: p A. Utility letter or approval when public water supply and/or sewer system connection to be made. p b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer fordetailsregardingthearborordinanceandpermit. 6. Application to be completed thoroughly rind signatures provided by a licensed and insured contractor. OWNERMUILDER MUST APPEAR 1N PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontrado! r license numbers must be included on the application. If electrical, mg44nical or plumbing permits have not been issued, inspections will not 8i s heduled or made and subcontractors will be subject to penalty under th60-i y Ordinances. REQUIRED INSPECTIONS DURING AND LPO§ COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical rind plumbing 3. Foundation elevation survey i' 4. Slab 5. Ltntel- tie bearhs - columns- cells ` 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. 'Tenant Separation / flrewall 12. Insulation, wails and/ or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other ftE DATC SIGiVATURE By OwnerorAuthorized Agent) CITY OF SANFORD PERMIT APPLICATION Permit No.:—AI ` Job Address: Permit Type: Date: tC C Z Building sn Electrical Mechanical Plumbing Fire AlanWSprinkler Description of Work. ' -_ Additional Information for Electrical & Plumbing Permits Electrical: _ Addition/Alteration _Change of Service Temporary Pole _New AMP Service (# of AMPS ) Plumbing/ Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/ Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: v Residential _Conunercial _ Industrial Type of Construction: NcC_E- Flood Zone: 2' 1 Total Sq Ftg: _'-C-`1 Value of Work: 5 Number of Stories: Z Number of Dwelling Units: I_ Parcel No.: Attach Proof of Ownership nit Legal Description) AA Owner/ Address/Phone: J i rAC , 21c C U-1 I Zt t?ac r \ :3- Contractor/ Address/Phone: k, v wt . -ba . 02 aWN>t) State License Number. Contact Person: -\N t 1'eQ,3 Phone & Fax Number. Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer d Phone No.: Address: 491 1,- .c5K . 434 `j _ tt} r-ttia s, 32 \ 1 Fax No.: ` Q .A 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 constriction 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 FOP, IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WTTH 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 go%vrnmental entities such as water management districts, state agencies, or federal agencies. Acceptan f permitis verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date ,Signature ofContractor/AgTr__ Date of occKtaa ' ON NOISSIW^1OD VCU110' 030 31..VJ1 ;:)r1q to A21V WN JLLVd NOy1fl0D mir)1430 Owner/Agent is _ Produced ID Date Known to Me or Print Kt4Q' ON NOISSIWWOD vcuxo,Id d03.Lv1S onsrtd ANVION NOITIOD VIDIXLVd 1V3S ,kXV. LON'IV IDIddO DateContractor/ Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: . 6`' S 4, o+- Date: _ y ` 3 Special Conditions: Z" 11372.0V 5 12.00a 2+2€4.00* 2+284.00X 40•= 91 +360.00* 415•X 20- 8+300.00* 32.00} 54.00+ 86.00* 86.00X 18•= 11548.00k 1 1548.00+ 81300.00f 91 i360.00++ 101t208.00* r 4-1 y ry r KUM CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION Penult Number: ' Date: -,'i `3 The undersigned hereby applies for a permit to install the following electrical: Owners Name: l,cQ 17 "_/04 ,L 1nC Address of Job:.! %f Electrical Contractor/11—b» Idt o r 77r.c sr-,/fir Residential: r/ Non -Residential: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code, i piicant's SiglKature eF oDo nZZ5' State License Number CITY OF SANFORD PERMIT APPLICATION Permit # : (/ 5 -- Job Address:_[_r Description of Work: Historic District: Zoning: of Work: Date: t2 F .3 YG' '^[ `"y«"•iL, tit fy. lam' . 3 03 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI . Electrical: New Service — # ofMPS Addition/Alteration Change of Service Temporary Pole Mechanics.! Residential t/ Non -Residential Replacement New (Duct Layout & Energy Cali. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for adder than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Phone & Fax: Bonding Company: Address: Nlortgage Lender: . Address: Architect/ Engineer Address: Contact Person: License Nu Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perfonned to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 1 OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be doq in cortpli ce with'all'applicable law: rcl;,dating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO 'NC MAY RESULT t YOUR )'APING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCMG, /mentdistrictsestatcag ITH YOUR LENDR OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrict' ns applica this may be•found ' the public records of this county, and there may be additional pernits required from other governmental en ties such ter mans tics, of-,lAderal agencies. Acceptance of permit is verification that I will notify the owner of the property o j(Ite re tents of FFlo6daL ien 1, FS 713. v Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personal1% Known to Me or Produced ID APPLIC A11ON APPROVED BY: Bldg: Initial & Date) Specia! Conditions: Agent 03 Date hnhe. r+ U.ye. io ssa P in Contractor agent's Name 5), Signature of t`o_.y-State of F orida Date Con tractor/Acc-::s _ Personally Known to Me or Produce,' : D Zoning: Initial & Date) (lniti5l;fi.la5Ye)C , i:DO1Cllrii Datt ONE BY vOoO BUCK By OTHERS CAULK BETVEEN VINDOV 17LAAlf - L vCDD BUCK CONCRETE OP 1 MASONRr OPENING 6Y OTHERS / 47F. gTTpjBy YLD OOVI/P I CAULK BETvCCH vINDCly I FLANGE L PRECAST SELL V/ VULKEN U6 ADHESIVE CALKIL OR APRV & COL PERGKTER CAULK By OTHERS CAItK BETVEEN B,W VOOD BUCK L BUCK VIOTH) r NAS'T. OPENING INSTALLATION ANCHORBYOTHERSONEByv(100 7/16. Olt IAPCON BUCK By OTHERS ST 1-1/1• MIN. BY SHIM aSEHBEONENT KAX. TEI RIGID VINYL NES) SEEE NOTES) INSTALLATION ANCHOR GLAZING DEAD tTTPJ 3/16' DIA. TAPCONI v SHIM AS REO'D. 1/4' MAX .GLASS SEE NOTES) (fTPJ.SEE NOTES) to . ; (LANHG[ TYPE ' - -' fLANGC TYPE "vtNDOv FRANC WENDOV FRANC. - JW3 CAULK BETWEEN HEADER VMDOV FLANGE o t VISID BUCK PERM CAULKCAULK GLASS BY OTHERS TYPJ (SEE NOTES) v.v' vINDOV VIOTHD. BA BUCK CAULK•BETVCEN HEIGHT) V000 BUCK L HAS•Y..OPENING BY OTHERS 1 SECTION B—B FLA. TYPE CONCRETE ORVINOOVFRAMEHASUrRYOPENINGStt= By OTHERS AST SILL n Q IT OTHERS TISECTIONA -A 1)SHIM AS REO'O. AT EACH INSTALLATION ANCHOR. HAX. ALLOwAeLE — SHIM STACK TO BE 4/4% O 2) WISIDOw FRAME MATERIAL; ALU(aww ALL.fOY 6063. S) /(STAUATION ANCHOR MUST BE OF SUFTIOENT Lrm. to ACHa;IF_ HAW. EW_COY£NT OF 1-1/4- INTO UASORRY OR CONCRETE. A) USE Sa00NeZEO ACRYLIC CAULK BEHIND ww00rr FLANGE AT HE-D ZA JAMRS. SILL MUST BE ATTACHED TO THE SU3STRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOJAL. 5) USE SIUCOMZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUNO W•y. ExTERIGA OF wwOOw FLANGE. F 6) IF EXACT wwOOw SIZE IS NOT LISTED IN ANCHOP duRt• LSE ANCHOP. OWwnTY US7EO "TM NEXT LARGER SIZE. T0;:, T.-E APPROPR:AIE DESIGN PRESSURE REDO 7) GLASS THICKNESS WY VARY PER THE REOUREMENTS 07 ASTM E1300 CLASS CHARTS. 6) LETTER ^-ESX;KArONS ON THE TAPCON LOCATON CHART VOCA7ErwNERETA?Cp( Ar{H1GR8 ARE TO BE witAll_: WHEN USsG EXTERIOR ELEVATION AS A KEY. 9) ALL FACiOPY APPLIED IDLES NOT OESK;ruff-o FOR TAPCCN ANCHOR S%t K&O BE FIL! EO wITN JE SCREwS 0% S J::[:E.,: tjm TO PROr-- &M. 5/Z IN EME;EDUEN: w:0 w000 GuCv.. 10) FLORIN _xTRUMAS ICtA SERIES SNO.i .Ur.: IS S:)(IwN :.-IS PRINT ALSO AFP•JES IC Tom_ FLORIOA EAMC` EAS ;5m a:. c SERIES S:nGIE nuNC_ HI) wHERE •+N•y_s I< :r. A.A:. r•!, A:tr. W.W. FA A _I AV AAIION 4 •4j K o IS y J STRUC;•:A: ;wI 51 n-•:C cY.. I,S: i'; = suFFE:_ : !_mac- - _I_,r r :VI =:;: E C,r ALL IN: -a, a:tcn _ _ _ _ V 37 SIZE NOT AVAKA LE w 1000 CR ISoo S£RCi. FLORIDA EXTRUDERS'SNFORD. FLORI A TITLE: INSTF:.L ATION SCL SUNG S_Ei=S 1000 . 1500 & 2000 DRAWN SY: v i APPROVED Si: DATE: i 13/0:'/0 E ;SCALE: ; c Ioa•c.: ; t_Ex00 i r HIM. EMBEDMENT CAULK SETVECN Tva or VOOD BT RS WINDOW FIN L BY OTHERS SHEATHING SHIM AS REDID. INSTALLATION ANCHOR cSEC NOTES) to vOOO SCREv CFNTPJ'L STUCCO NAM.: OTHERS 1/,4 KAX fagKRWTERjWHSPACE1J10, rlm TYPE 11 OTHERS IKWV fRAMC V[NWHEIGHT GLAZING (TYPJ SEE NOTES) PERIMETER CAULK By OTHERS INSTALLATION ANCmGP BE vma SCREW IL —pi STUCc-_. II BYBY CAULK BE 7, - rN viM3pvFIN S E-!UE!Nc- L S;IZZAT:url 3, QT,_PS 7 VINDOV VIDIN SHIM AS REO'D SEE NOTES) tSEE 1/4' MAX SHIM SPACE, TWO BY VOOD STUD Or OTHERS si HCAOCQ "'I' - FIN TYPE VINDOV FRAMEGLAZING (TYP.) ......... . CC NOTES) %ftmDOv . ay. go VOOD I ;BY OTHCRS Ucca s OTNCR A-- "itk;,lic01% SECTION --,'Q EOUALLY SPACE ANCHORS (TYPj- T— T 1) qwA AS REO'D. AT EACH lwsu noM AHPWR UAX. ALLOWABLE SHWI STACK TO BE-,4' 2) vfixDOw nwic uATaaAu' ALLAGNUM. 60 3) INSTALLATION ANCHOR MUST BE OF TO ACHIEVE &aN, EUceEOs,414T OF 11- 4) USE SMKOMZCO ACRYLIC CAULK:8EHIN0 TTPJ AT HEAD. SILL & jAmes. EEAL5) PERIMETER SUSESkCOmZEDACRYLICCAULKFORP E 6* MAX. (TTPJ Lr,_ AROUNDEXTERIOR OF WWDCw FRAUE. 6) if EXACT WINDOW SIZE IS MOT -LISTED IN ANCHOR CHART. NEXTUSEANCHOROUANnrYUST_] WITH NEXT LARGER SIZE---:- Fit, TYPE ELEVATIO 7) CLASS THICKNESS MAY VAR' PER THE WINDOW fRAMIE S[W-RELE SILL ASTU [1300 GLASS C11ARTS. 8) FLORIDA EXTRUDERS 1000 S-RIES SO4CLE HUNG IS, SHOWN. — - VIEWED FROM EXTERIORSTOOL TMrS PRINT ALSO APPLIES TO THE FLORIDA ETR . UOERS 1500 By DINERS AND 2000 SEMES SINGLE HUNG -MIDOWS. va 51 vG00 07mcp! REV) DESCRIPTION DATE IINI FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD. FLORIDA MIN TIT;---: INSTALLATION D:-'7-,L w/;:? SCREWS L t- HUNC- 7 1N S=1E S I DOS, 1 5,00. E 2000 0_iwN' BY: BE APPROVED BY: S ;DU-r, -F`_ExfjC-TS ',-iT I' aN n OCNf I— VN' AWt 98 INSTALLATION CAULK BEHIND FIN I S"!" SPICE ANCHOR SCREV <TrP.1 SMIN AS RCO'D. I Iva BY rRAMNG EATH04 By (SEE NOTES) f K HERS BCKIEHIMD (IN TVD BY BUILD J CAOTHERSDDVN8YOTHERS rim rRAHE JAMB NOTES. INSTALLATIONSKIM AS RCO'D. I) SHIM AS REO-D. ADJACENT TO EACH NYLOADGLAZING STALLATIONANCHORTMLOADOR SCREv cTrP cSE[ fa7TESH SHUN. LIAIL ALLOWABLE STmI STAUC TO EE 1/a'. SEE NOTES) 4'f • :•'• -"``, 2) NVIDOW FTIILIE I.ATiJBA1: KUIm1W ALLOY 6063. 3) USE SIJCOfcZED ACRYLIC CNAK KMINO WINDOW FIN AT HEAD, SILL h •uOMVC VAXA,LK§i ^Y DL`e SMIU d a) 115E S&COMM ACRYLIC BULK (OR PEtWAM SEAL AROUND EXTERIOR Or wR/ 00W iRAlt£.' t % ` v.? ' Sr r"`.•f S).tdWirS. SNGLE GLAZING 6 SHLOWN. NStMTwG GLASS 6 ALSO 10UALFICO. r..: L' - fy ~4.{r s- •.,r a -,r ti L rlr "A '' ,. S+ EATeQMG y 300 CLASS a .- -. r. 'r.•; 7u- H'"'r •t rr1J 1 „r. N7^ : -e i(g-Is" dli.OTHERS sH.6) SCREW ANCHORS AT NTAO, Sll •* ,1AIt85 51LOu10 BE 18 SCREWS Or SUFFI[[TrT _ <A-j...• .5 wi€ t' LTN. TO PRONOE'ImL I K WL-EUBEDIEM INTO W000 FRUAE. PLACE /e - - .;a.-•; 'c s-6- ..1'Y- EILTCRLOR roasH •.. Stafw ANCHORS 6' FTLDM CORNERS AND 2a' OG MAX - ,CKTCRILR Br OTIETIS 7) BEAD DOWN AROUND CURVED PRTION or MtNDOw FRAME TO BE CNGREERED BY EXTERIOR rIJQSN rrs Br OT QRS. HERS.•. riL Aq - OiIBARDDOWNIULISTBEOrSlri710ENTSIRCnGTHt0AOCowTEIY _ TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PERIHETCR C^" B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRa(T ALSO BY OTHERS APPLIES TO MORO& EXTRUDERS 1750 SERIES &. 2000 SERFS. —VxmA vmrm KRIfETCR CAULK 9) ELEVATIONS 94OW COLnDN CONIXI RAT10HS. 1T IS NOT NTEMOCO TO L-T USE Or BY OTHERS THIS PRODUCT TO TH M TWO CONr*JRAT10NS. THUS SHEET APPLIES TO ALL r01 rRJWE HEADCR C'OfGCURLLTONS THATCAN BE m~ACTRED FROM THE 1000. 1750. & 2000 SERIES OES04ER HUED WINDOW FRA"Nc SYSTEMS. SECTION B-B 10) WINDOWUNITCANALSOBEMULLEDTOOTHERUNITSUSNGALUMINUMTUBEUuLl"L SEE UUALJON INSTALLATDN SHEETS FOR REOIAREMENIS. . GLAZING (TYP. SEE NOTES) eD+ a EXTLa[OR i WIDOW WIDTH ---, A PCRLETCR CAULK rim rRAMC SILL 8r OTHERS SMIn AS RLO'0. LSCC MDTESU 1 L N r nuI I SANDACE cTCR10R rInILI / I I A J f OIKP.S J IMSTALLATICN II t•D Bf rRaM:K. EXTERIOR ELEVATION HP SCRCv 1TrP.1 I I BY OTHERS EATNING _ T T . f OTKRS CA11LK fEM:Nl' (IM'' s 7.iB NlEUCKTTlv"" SEC I IEu- t A- WLSS t B 1 W% NDOw HECHHT B I 2002 EXTERIOR ELEVATION FLORIDA EXTRUDERS SINTERNATIONAL.. RIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750. & 2000 SERIES DRAWN BY: B B I APPROVED BY: DATE:02/14/02 ISCALE:NTS JOWG.: FLEX0037 a INSTALLATION ANCHOR E.BEO1, ONE BY BUCK .10 SCREW Fu8C0uC.T BY OTHERS BUCK WIDTH 1/4. S— SPACE BUILD DOWN CAULK BETWEEN CAULK BCTVCCN WINDOW Br OTHERS - TWO BY BUCK FLANGE L SHEATHING (ALSO APPI ICS NOTES TWO By fRANING t.CQERE TC TO SILL) I) SOu AS REO.O. AT EACH INSTAL ATON ANCHOR WITH LOAD BEARING SHOO. MAX. Or OIHCRS By OTHERS ALLOWABLE SHIM STACK TO BE 1/4-. YWDDO (TrPJ 2) WIHDOW FRAME uATEMAL: ALuutmw ALLOY 6063. OTHERS 3) TAPCON NSTALLATON ANCHOR$ AT SeLL MUST BE OF SUFFICIENT LIM. TO ACHZIX SHIM AS RECYD EMBEDMENT MIN. EMBEDMENT OF 1-1/4- MO MASONRY OR CONCRETE_ I10 NSIALLATON' (SCE NOTES) INSTALLATION AHCOM SCREWS AT HEAD k JAMBS MUST BE OF SUITICENT LENGTH TO Ad(tM 1-3/8' .. 810 SCREW ..:. i CfCR(OR fTMSH MIN. EMBEOMEM *(To WOOD fRAuwWL GANDBDDOWN WHERE REQUIRED. s NSTAUATON ANCHORS 8c SCREWS TO BE PLACED 6 N. fROA CORNOM k 24 IN'..y v5 TV OTHERS - _ .- , .. - - ->.o.c MAX - - .. WINDOW FRANC t' -j' . Ky).7 •G4XX-iCTv[EN 4) USE StIODIIm AFRmc CAULK BEHIXcO witDow nAr1OE AT HEAD. SILL t JAHA$H JANB .. y,... .y LRNDpV,fLAHGC: t" NmD SllACRYLICCA(K)L FOR P(ROMEIER SEAL AROUHm OCfElOOR OF _ WINDOW nAMM GLAZING CTYP.' .ia'W • + - - v':• - - +;,L,.- ti•SF:4+t? .,1/A-' CUSS iMd0KE55 uAr vARr PER TtE REOUREIEHIS OF ASTM E1300 CLASS > - SEE MTCS) 7 r T _•c^ : . ' t ..: t•+.: SMA SPACE J. .:, COMBOS.. SNCf GLAZING 6 SHOWK NSUUTNG GLASS IS ALSO DUALiIEEL -1Cft ;s:°-' '•a {' i • t ....:•:I: • ..i 7) BUOD DOWN AROLMm CURVED PORTION OF WOOOw FRAME TO BE EHGY6F1tED BY ). •..; _ .•,] K: OTHERS. BUILD DOWN MUST BE OF SUFFICEMT STRD411H TO ADEOUATELY ) Y3kAl TRANSFERLOADfROMWvaOWTOTHESTRUCTURL - A 6) FLORIDA EKIRUOERS 1000 SERFS OCSC ER WINDOW SHOWN. VHS PRINT ALSO .. . ficv •, = - . . PCfOHE1ER CAULK .. ' APPLES TO RORIDA EMR MM 1750 SiXLLS t "M SCRES. .,ow •CDERETC 9RtY OTHERS 9) CLLVATONS SHOW COMMON Cp61GURATIONS. IT 6 NOT INTENDED TO LOMMT USE OF n':YULjtrfti SLIM AS REO'D - THIS PRODUCT TO THESE TWO COMIGURATONS. THIS SETT APPLES TO ALL PERIHEfCR CAULK 3'•k'Y--'.: BY OTHERS COM10, TRATOFROM THAT CANBEMmAXACTUREDFTHE1000. 1750• t 2000 BY OTHERS SHIM NOTES). - h-'• SERFS DES0ER FOILED WVOOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLCD TO OTHER VETS USING ALUMINUM TUB[ WINDOW WIDTH _ WINDOW fRAHE LEAD wlOOw HEIGHT EXTCRIOR , GLAZING (i TP. SEE NOTCS) WINDOW fRAHE SILL PCRIHETEQ CAULK SHIM AS REO'D NOTCS) BY OTHERS cSCCExlfCRtORFINISHBY OTHERSCAULK BETWEEN d i vInODW FLANGE t OTC BY WOOD BILK HULK CEIVIEN WOOD BUCK L NA'"Y OPENING BY OTHERS CO- CRETC aR SECT 1014 A —A MASONRY Of OTmEPS1 a" HEIGHT L 1/1- YAK SHAM SPACE wLLON. SEC MULLION INSTALLATION SHEETS FOR R£OUIREMENIS. - A EXTERIOR ELEVATION e _ 1-1/ 4- MXENTRAL FATIflRIDA B_ G. A. F. i CY3EDYENT NiANUFAC TARNAM. ONE BY WOODBUCKBrOTHERS MASTERH 1Dc r 7 . IN:)ALLc I•_ tr1 1'Xl.d' i M REXTERIOR fTMSH -f- SECTION B—B eY OTHERS WRmw warn A A EXTERIOR. ELEVATION FLORIDA EXTRUDERS'"SANS D. FLORIDA TITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOVN DESIGNER, FIXED WINDOW 1000. 1750. L 2000 SERIES DRAWN BY:Bd APPROVED BY: DATE-02/12/ 02 I SCALE: "ITS JDWC.: FLEx0036 F'*,. THINGTHEP_S i j t _ iTtTK.'CO IR:SIDlmG I 13THERS poUnCTER CAULK Br OTHERS 1 INSTALLATION AttCHtOR -— DOOR VIDIH y,A- Tw A. an,n ar._L- INSTALLATION AhLWR r8 SCREW TVO By WOOD -2 SCREW 1-1/8 Nln By OTHERS EMBEDMENT BW00D Tv0 By VOOD SLIDING GLASS ¢y0 OTHERS _ _ By OTHERS OTHERS DOORrRAME .. CAULK BETVEEN JAMB _ _ HROQI( STRIP a SHEATHING I r [ ••. SLIDING GLASS DOOR HOOKLSTRIP SHIM ASRECrD./V t1 ^M_ Z ; il. ' I .!! ' ` 1•-..t ti. t/a• MAX SHIM SPACE 1 _ -•. Min Seri• _ r -•. y _ . =- Y unTfltniton Al aaR:,: •'1 w ;+aa+ _ 1-I/8, HILL EMBEDMENT- ` •TEMPERED -GLASS_;__ CAUL BETWEEN cTYP> ; DOOR rIMQ _ L t SHEATHING d t, -r c+'_•, SLIDING GLASS - -- .. _ - 1 i _ t o a.$_.. •-zio Tr c' . DOOR iRAME -- .1_._:_ .. : •: ._ .' .'Y.'C` 3^.7•?1 ; " HEAD -- - ... _. _ - .''.. ..• Y}_ iSHEATHINGI.. : •, Q '. 8T OTHERS TPERIMETER ' SHEATHING , / •• •_ z ::•" 3 • c'.3 - •, CAULK BY _ _ .. i - BY OTHERS TEMPERED GLASS'. OTHERS r'STUCCO ( TYPO _ - '=-- i -• STUCCO QR SIBIM(, ,-T:;' - U U —TEMPERED ,'=BAY SIDING OTHERS 9i `' P{ I BY OTHERS I'° ; :^ A ,,r++ ! T GLASS tiYPJ ." -1 ' S`..—SLIDG+ G•G-ASS DOUR .,"i;i>:,:• j,.Pr`?.I_'.'. H• ... ir. r- _ -- i INTERLOCK ::i c 1' :;;1-I :-:A :,:Z _. •-:?.. DOM HEIGHT:SECTIONB- B r _, { HOOK STRIR"£DETAIL ._ =:: ` `• SLIDING GLASS DOOR FRAME SILL 0 SHIN AS RE' O'O SEE NOTES) CAULK ¢ ETVEEN DOOR FLANGE a SHEATHING y` u COGS — tCRLAL: AUH°KM ALLOT 6061° 1 :R' ? .?•; •' :' "- CwfC°(Ht '-'•`•7:{.• T y, 21 K! IHEtALLATtoMSCREW% KAI RE Or SUrr¢¢„T LCMGTH.•TO A[H[CvC Md,a .• Or 1-In WTo N/(KID, iA7Cpn It?C DNSTALaArItTN A,CM62S AT Shl MVir,fi Q\ ' j U"gClEKr LE14TH TO AO,CVE MdK CHEDPCKM O6 1-1/4• UNTO IIA:TYRT QR b IMTALLATOd A, C,AR CKA:I a fACK Or I,dS SHCCM. - ••'- ••!t !'. ti1trl=J>. I j• Lrti+ Al usesiLlcoaZEoACRTLGCAULKK6mamprLAlCATTOAD !AKlS. 4 sl vfE StL amECo ACRTLHC CA LK TOR PCRtPCrCR SEAL ARp1,0 CKrCR[Ot Or•DOD'L —•— +-!!: '1A[Lj •. V, Y 61 G CKACT DOOR SIZE 11 PdT LISMCo IN A,CNOR C,MRT• IriL ArCMaR ouAHTITT_LHSrCI T/IM.'K_T YIGTLM1iT•• i LARG-R SIZE. fOR t.0 APPROPRIATE DESIGN PRESIIPL REo'o. .. .- - 71 rCP PDCKCTDOGSSIZESvVECLOSESTWASDOORsREat3)KIGR;Nf1pN T0 roanca•oc.a93L jj PLACE tM rALLATtON A,cKps, tK rfow (r Tom! STRIP AS slcvL ..'t>: i L f1 GLASS T,dC1 <Ss MT VARr KR RCOvtRCTCKtS rr ASTH C13W CLASS CHARTS. VL,. s, DOCR w4f 11 APPROVED ,St,G TCHKRED GLAS: In StPQC GLAZED OR IKSULATUG CLASS Im PVNf , SILL CORERS ARE To E SEALED VIrH A :HALL jOJW SOAK SCALED SILL IU S,dH AS REO'D. AT CA SET Or MTALLAr10N ATCHMS. MNK. AL.OVAfLC SML: STACK TO BE W,-. u, ALL MIALLATION — 01W.S TMST K —X Cr CERROitOK RESIST—T—TCRIAS. IH, -CRE 'K_ ftrMSEKTS @Cvb4 PAKL AP.D V' REPICSZmTS rIKCD PA,CL APPROWCO -- COWWAIRATIOP" ARC A. LISTED ON APCH6S 0u4t IM SAl Cr tWS Swat. ENBE DNEN: E X T E R I0 R ELEVATION 1•, SEC ALL —A . 'I- I' L COKLIVS ALOVE ARE yCvK C rHIT DRAVvfi. 1 ALLthll_EllAP pSrALAr10. F s<trlv.: —A . • fo- a Toc irap pEr.sL APPLr Mc tHirALLarlu, ar AL APPROvEf J I P CLQRtDs C.IR. d 1-1/6' HIM, IL n6tIW EKTRVDE.tS IRDD SERIF: AICIPt GLASI oaDR 12 vavTl iHls PRINT ALSO APPLIES f0 I 2 PANEL DCO.° S% AVN zaoD tiRlEs AND 500 sczlEs. •• • REV) DESCRIPTION DATE IN[ - L P I D A EXTRUDERS = '. LIBERt1LT APPLE — I INT. INC. CAULKING UNDER SILL _. SANFORDFL. OR SET SILL IN BED iE!N ANC?Qp orCONCxTE 3/W Dim TAPCON / TITLE: SLIDING GLASS -DOOR. SECTION A -A I INSTALLATION WITH 98 SCREWS I DRAWN BY: ?B 1 APPROVED BY: C M 1 i 2002 1 I IPATE: !2/17/01 SCALE: NIT IDNG x=Rc 2? r x2xVe j C l X E x 1/E 1•J+c S.F. iUi£ !: ti L,EFT;CAL TO 7_tiep_ MULLION TO NCi_L'CN 1 TYPJv r.Ck: - - w S.H. 1. /. . T(12E K :,,.1J< JI,M CTY?.: ; f . . r. ix GK Ex wvjLL.rii•l- . .. ,'tt'l..,.. E X Vv SELF TF.?iFG SMS [ .X S.'X'.3/6 _ :.t .:c v;_ I r 1 ':' Ut P• ti.•:• TAPPING• SMS - --iLEE' M.LLIT" - - - - = ' `'~' I :; : S11 Oi.' -- - C24; . 'O.S : r :• ao a0 ` - < .ear I _`;•_ - _ "., j_t _ ;.;1: , .INTE L''''>rL F I+3L.- -SL: •.t_.: i'+- ia., i 8A jSr'fr"1GTJ0 K- --".„' 3 .8-3, i•• ! !_ ,t` t o-l1YF.] .2 CE 1 r .3(3# 'iii C F Jr5 • i E£IYcET:>^i S T -rD 6" ,fan a - 't •• + tA <mT llLVrxs je-i-L-1/2 rl.F c=aQ f [ SiyQyOVeat~* ltci"I3+ Z$ 's T_'__' " .-+ - '5 i?_ems.. :2 '`••is` x 3r sEi.F' .. - ., r- 1 I iAP?Ih S11S- - • 'T?"TA,'PD:u'-iS , TION1 ;u•--zE, t' - ._ t=_•'T-c._... :-•..._:. '-_Y==--._- ._ - .}• 'rl :. 02° ,'`,;r+ r , Ea.P.•'` SAY_• : ; - SICT10N 8 i X c 7/16 X (/e -- - 1'X 2 711E X 3/£ t.:_r _-. ' - r- 5 ! - I ^ t ,=; _ ,-`" TUH` 'KjL.-LIOM - .. it +C SA - c ' ' - - IpST L7V sl1RLLI " Tl9_ Y A I M ' }` if'_':Q[AXTA?CGY1 LL'SD S!L - - F _ M3 (TYPJ JAMS .(T1rJ.l - i KP _ - i . S^cAALArtr I rVETx .. ea x 1 i/2 SEL . •SQZcy VIN- FLA+2 S TA PD(L SMS ..23 7? sr l i• = ' l . . ... . _.:. SECTION k—A (7) i -- 2. ' Aa x V2' SELF - 7PK Ile- SELF PIt SMS ` e 15— hmmuAr }, TAPPD:G SMS:: s c.-_ .__ , - _ .. :.-_. , -'- _ _ - .__-__ ___ r? R.°t9ST;P51[L' 87 OTHERS. I. -• PLATS". T '- _ S•C._ -- SriNqV FLATC=S tE X 1-V2'SELF7 STmt;AL2 VA'!^raS. VHENYE 1A VIM90V FLAXZ L N•.:,LlM4 .. TAPP:•.ti SNS _ _ _ CPF- S— P T r'c 1 tis:.yt•"` '. SECTION— F (3ITAPPIWG SMS SECTION A —A (4) r1X< x4/£ 1 1 Mlli -- !i Ia--° X<X _. .• . TL t4 f'IW I I Y I Tu2iMtTLl14t; / 'mod. pq,oDn y-ir TA_'Pi'Si aee S lcce S.r. - 'P/G PNA r Jewo [ ivFi 1 s x i/2 Sr: TA; P'K- SMS a x :/? SELF - TAFYItiG SMS FLORIDA* EXTRUDERS ORD, FLOORIDArtrLe: SER _GGG! ISGu =1 AIvGi= StIEi= VERNCA' flUL_117N !NTO -HORIZONTAL`: SE= GT:;Er2 S i L= : SHEE T c 0 ) 7OR pRc- SSU1 - rAPAC _ T : _S APPROVED BY: L)01 E-,Vs PKAL MuLl"ON -1: CGNCN=0ce V, Lm FpjZS To j.M2 V,-,JERE 1;*X 4 . * -- - - - SEA..A.Nr SILL (Trr.) x4* rjEE WYLIJONS A:'E USED) L KA11L' loan C.wjo-r-s; G*%:E.z SILL es X v4 SE:-r al: x 3/4 SELF 4PP!NC SMS CC%,_RETE OR MAS24iy BY OTHERS... . 7 i ri X'"X 1/6 x 2 3/6 L L-M-Et VVj rwIV' Z:"7 I f:' e, r". z. &i.j ail Tl- - FLOPM. K WAN _vj _LME L2. L4s-,A,LLA-TrLoN KR CIAJIL,_ . _-__. — A.NC. ,V f, , A 40 V be 1:2 TAPPM 'SMS S, -LIMA 2) T16 jrJ T K,_ 1171.=— t -0 F VJDESI&IEUxGC SiL. iT YP.) SILL jLOWP.V./DESIGMER SILL (TYFJ X 2/4 SELF be x 31**4 SEIJ: cS X 3/4 SELF TAPPING SMS %TAPPIKG SMSTAPPUMGSmsX27/16 X 3/8 2 X 4 X 318X27/16 x '4 X* 3, 1/4' MIK " LLL, P `4 S,4 TUBE KJLLIM 11iTUBTUBEE 45r, SEAt `-.._SEALA4 K WTESN:T. Wv4wj rLx'r'C 7\ L XJLLMN A be X V4 SELFbex3,,4 SELF TAPPING SMS10MS.K TAPPINS sms s ttF_Afj (TYP.) hEAG TYP.) SECT• WE" SFCT10N A -A (31 V2 x 3/4 sc.-FSr-ALM TjQt4 A -A (4,' vtr4.—Jv FLA.NU-7- T.t.-r;,.NG sm's n4i: KJLLtm 1I.C.0 rw./BESG cp SILL CYP.11 S.H. Sq_L (TYP. HEAC '-Y;:.) FIE LATCN' S 'X 2/1 SFL,- L 42 x 3/4 SEL: . I S ;F7CTION -A (7% v-..et,Eo rpom EXTEER10F :;A L , ;:,.V" Ar AMNC Sm A jSMS X X I . /is r-I X! X 3/8 INCF Vq ' — IXTERKATIONAL.' Ty::.; FLORIDA LAIfWVZnLD SANFORD. -FLORIDA lTrrLE: liGO-Cli 500 FLANUGE SHEET -I CiF .24- TW iN .jr.R 7, ZONTAL MULL 1 CIN SrrTIONS HSIGN PRESSURE CAPACITIES 10PROVED BY: DPAWN !3y:'-!S- Is- 1000 Sx 1 X 2 x 1/8 1000 SA 1 x 2 X 3/8 TVO BY VOOD DETAIL C JAMB (TYPJ TUBE MULLION JAMB (TYPJ TUBE MULLION BUCK BY OTHERS 18 X l2 SELF .- 06 x L/2 SELF 1 1/8, MIN j—• *--.Lac:. e; TAPPING SMS TAPPING SMS EMBEDMENT. i' A. r, • {c+.;r:t •: c__ _ '_• _..«_ :3/e_.. T2 tt: 8,i.t't: r s r^j; .SF{EATHIPtG c. rt7 SEALJANT B£iWEET('`' --SEAIA(T.-BETWEEN w1 .TUBE MU,L[ON ZL1'.C$j ' 8-1 • $ '' 4.i• , T tON.• t8. ' i` . eic -vnmav i0.S33 'i• rZ b :vWDov rwwEe t3 :t'.f •i ftJl tZ J i .•_• .-!" =. t-'M1lLLUN X ;' y+ "' r .tr'8 7C1 1/2-SEL ..'--y-••ram-i r-a`^r+--t•• C@'l 1/2 Si1.F r_^. - Lit ra ::TAPPING SIf.$bi }'isiFiT10N' CTION'tA--A' 1 r J FS Wy '.•;"S C_, A , =i,-...:. sit TX 2.7/16-XrV8 G ` 1 YTYP. or r;' s .aZ. g?. dc' ;C- r11J8E tiS%ARE'USfD r 1' ,$_ S tV.tow SR tCX^2 7 ti. c c Y se.". t` d;-- - -- .. aa.ti•:< 'FadSKlet+ii' -b .r q JAMB (TYPE i ~ - - -FUSE. oRYP _ I b, U `BE« _ L 3. rZ +. t - fitE j ey ; c 4PPLIES. TO'HEHO E SILL NF FRE 7 X El bI.PB '" l r 4-1"_X:27/16- TUBE.UULGONS ARE T 1IOre, ; — - r_c ' ' .,-.- ---- of - ____. - .. •- _--:--^--...r.. SE].F,4S -" .Fa•i - :ISTALJITIW . PIN ' . _-- ._ . , . vsx trz sEtF. ie x'1rz SELF- t -- : --- a :vaDD TAPPING SMS :_.. ;TAPPING SMS : GSM - I n+ TAP'i. AEi - y 1 ". - -- - - - ---- - - ._ tic I '-- SA.L-tLtP '- '.N f...:..`' •_.' fit' •--, C t t t .//" `i t, ',•:.; IsX1-, r? SELF - -_ vDmav nANGES SEALANT- BETVEEN. SEALAW Vp( DOV FRAME TAPPING SMSc .. S + - _e Mt1LLBIN ,=-!- _j.,,ta, - 9 ? . 1 MDi.t _ .s. • 1 VIMM FRAME - - - _L_ I r I ae :X-i= z slu t r . as x "I-1/2 SELF SECTION A-A!(7). _ - _ • ._ ..- 's . sur mc'--j - " s S_' *• },# 4, i, u - -' TAPP.ING S+S : ? ` ,DETAIL C TAPPINGISMS -; -- i P ,. r . r V® rwwnc - -` v SECTION A -A (4) - - - AUXILIARY PE _ xli. Z. I;- _ t x "4 X I/8 t X { x 3/8 Q.Q. t+V• - _ _ _(FW ADDITIONAL ANDQRS, WHEN RECl1IiD) t -----_ ' TUBE MULLION TUBE MULLION A A - --- - -- -v' 1000 Sx t000 S.M. JAMB ( TYP.) JAMB (TYPJ 98 SELF TAPPING SHS ( TYPJ DETAIL B ULLION _ ee x 1/2 SELF ie X t/2 SELF ELEVATION TAPPING SI(S TAPPING SMS VIEWED FROM .EXTERIOR FLORIDA EXTRUDERS INIERNAT[ONAL,' INC . __;,: SANFORD, FIARIDA .-,;•_ T=: SER. 1000/ 1 S00 FIN SHEET :1. OF 2 VERTICAL MULLION SECTIONS SEALANT BETVEEN SEALANT BETVEE„ J'`-1 WIJ NBOV FRAME rP.ANE G ;, SEE OTHER SIDE ( SHEET 2 OF 2). OR F LKXLMtt L MU.LI0M + DESIGN PRESSURE CAPACITIES 8 X 1-1/2 SELF 98 x 1-1/2 SCLr TAPPING SNS TAPPING SMS DRAP/N BY:MSH APPROVED BY: f rf' TInAt . fc% 16 1 X E X I/8 . S ; Y. E x 2/B ONCE EY vt]Gz- _,0 TA! C te[sec.cx x }L 1 ` cTYFJ PJEE !6 "_LIuF 1':: Afd='<TYP.) , TL E i41!Y ; < tY L73ici$ k• :.... (i _ .. i _ C t;ERE'E 0=. ldFSnitiR - -- EY' OTHERS W vv: . , t r, .- .. ._ •.. i-r•.._ .. - 1 7/G. NIfi. - a -,' S i`.:' •s LC•. b? x' 1/2 SELF Tk 'i/2 SELF EMF= ih£rr7 i.•. TAPP!K SPS. -- _ - - P-i. G_SNS Z :P C+2t I..,jr• '^ f^ __._..•. __ `.' • 7, ..C' _ -.:. _..._ I.. e: c3.,% 2.SE 4 .:_. e,I. _ --- .,•.ai3S? ••a , f'' :g w , t E' - -, ... Q _ -••' • sa: Le 1 + zt szt .a .,. .. '- - c,; xsia 4e:•! r- L ref SETVMi ;4m T;,. : AY`1 ZVEEgi ii}•,.;-. ... ..,.:.;r' ... _. a'LIT .9S %Sl _: } $ 2 i r§:. " .ue r IA'G.YS.,t r=- -. ..Z..-..w • =a"J+- t .'$t-• ..,.. `:.j g'?• .i --•.r......_.r - __;_>' .r r. v - - x L C17bri — " - _ t s t a: eta , j o'. CitET t HEh*Jt.. rua..cr. T_..,. - • taa uEs or;1,=Ao."v&si1i. 5E4.111'.LO S£C 1 y y' ti '.f.' .'j X c'7/16d1.'1/E 18:Y t:i =j .. " 11X.c;7/L6 % 5-ri. t+t.1 0.T`S.`c--" t...,,, .S S _ :'t E°! ' + .S _t• .'.tt7 i• - ' `.. 4'. r-== _LJAMB_eTl'PJ2i4C0S.K r IVBE KIJLLI _ ._ . C2) t F . i i r r --•5 +e- +,.-s ! cTYP1 .1 0 _ - -- JAPE cTYP - tG r' DWG - _.-_--."_.._'_ (1_ - ---ul RE Y. 1/2 SELF-- TAP?L •SaS _ t ) 3/fV; EL T cS x 1/2 SEII : r / C6 n 1/2 SEI P. - _I Si77cV ('CFJ ' v i•. tTAPFLY' S.YS - - /. TAFPL4G 'S11S - - :.. _ _ i Fh'; SILL CUP—l-= t -i c _ r _ - --- `-. .. .. .. Si:Ailhi.ETvt.Ln = a —-•i_. :AYBEJC1-1/2 SELF vLtOW RAP:`F S - .. - ' . ; C 1 ; 1 MZ, _ ff c.ALAN7pi:cTl" J: ,,' T--•-•-- -'ScRLAVT -T.cNJ.. TAPPING SAS ---- -. -- -- •': iii•> _ t h'.11[tT -- - .. ..Q - — t ' • EKPZLNEX-,- 4 MV TLAtMS,_ ' "i..' `..1.--- ViNW-J•FL.AtZES - ._..__ Nutcsr.1rJitaN _..__....... - --S`CTION` A—f {7):: - i' re X 1-1/2tSELr'i <ECcsr sILL-ET1 FtERS N :. 0 •' 1 _ :TAF?LVG S!cS. t ° c TA?PING:- 7. [L _ GI IXII tt 1 •Tr SECTION - A—A :(3) - --- -- -_ _ $ECTlOy`=A 4 - •` r p.. 1 - ; t \ C%ri CWTIC-SAL AN%iu RS, VKEN REOJ1S?`' D) _ X< X ,IiE 2 - -- i. x c x 3/6 i `:. -•• : - .. USE +fiSLlld $.0•'}- T ; O --:; - FULL f.^'' TS:ri.- 'l' L`• YDJ' - AM 1i. JAV..3 ..YF.i i +^3 I .o cnc ;co.,._ J . I K.;.ids S i $MS :iYF.) GUM:_ F O 1iCJ.vMT7x :/ E S<: F eE x 1/_ S2LF i M FROM EXTE4iOri iAP2? i`::. SYS - .. \ ??Fi7:: SmS "--. -- _ f FLORIDA EXTRUDERS sANF ATzo± vAi ;INc > 1 SANFORD. FLORIDA TITLE: SE! iU,J/ .li LANC SH cT ?:.OFi2 i.. V. ;_P i 1 _L S" C- 1 C- % r G.R .. . FY: rr'_. P°P'r.OVEDBY: 1 M IA M LOAM M IANi i-DAD £ COUNTY. FLORI C METRO -DARE FLAGLER BUILDIN, 13UILDINC CODE COMPLIANCE OFF14 MIs1•RO-DADS FI.AG1.[iR BUILDR 140 w1is,r rLAGLI?1t S112EL'1', sure: 16 MIAM1. FLORIDA 33130.1! CT CON RO NOT[CE OT' ACCEPTANCE (305)375-2901 FAX (305)375-25PRODUTL Pretildor Entry Systems cc Nrw eCoa I.CI:N twc:,t:rrt 911 E. Jeferson, P.O. Box 76 (305)373.2327 VAX(305)375•:: Pittsburgh ,KS 66762 c:o,x•r1tAc:rolt mvis1, 303) 375.2966 VAX (305) 323-2• 1'1toiwc r coN•1•ltoi. Divist. 305) 375.2902 VAX (305) 372-6 Your application for Notice of Acceptance (NOA) of Entergy 6-8 S-W/E Inswing Glazed Double Nv/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t' product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t' product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend 1 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.: 01-0314.25 EXPIRES: 04102/2006 Raul ttoangucz Chief Product Control Division THIS 1S THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECtf IC AND GENER,\L CONDITIONS BUILDING CODES, PRODUCT REVIEW CONIN11TTEE This application for Product Approval has been reviewed by the BCCO and approved by. the Buildi Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions forth above. Francisco 1. Quintana, R.A. Director Miami -Dade County Al'PROV'ED: 06105I200i Building Code; Compliance Oflie Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVEDJUN O 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chaptcr 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-!V/E insiving Glazed Double Residential Insulated Steel Doors , Sidelites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/1 t/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 installcd only at locations protected by a canopy or overhang such that the ang!c between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installe:d.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installcd in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurrit a; -; olection systern. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building perniit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of'the: approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Ofliciat or the South Florida Building Co- SFBC) in order to properly evaluate the install ion of this system. Manu l Pcrcz, P.E. Product Co ro Exam. Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed 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 proddet or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with nppropriatc fcc) and granted by (his office. 5. Any of the following shall also be grounds for rcmoval of this Acceptance: ILL 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 displaycd in advertising literature. lfany portion of the Notice of Acceptance is displaycd•, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other docu*mcnts, 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 nny section of this Acceptance shall be cause for ternunntion and rcmoval Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFT111S ACCEPTANCE Manu Perez, P.E.; Product Pon tr :scam Prod u 'ntrol Division Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Inswing 2'0" TV X 2'8" 2'10" 3'0" 3'6- COP-WL-MA0141-02 9.1 02-0419.08 52.0 Application Filed) NO Not Listed Not Listed XO, OX. OXO I I 2'8" + 1'0" COP-WL-MA0143-02 tl r 02-0419.08 Application Filed) 9• , 52.0 1 1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO I 1'0" + 2'10" + 110" 1'2" + 2'8" + 17' I 1'D" + 2'8" + 1'0" IV' - 3'0" + 1'D" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10- 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO I t 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" + 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 Irom the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (wrnv.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite In:arria:ional structural, cyclic, air, waler, forced entry/or Impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, 202 & PA2-2K 0 O akcratt f ..-- AR k EK'" M..r..v.NINr4"4 Oe..1IIIIIY,hC.I."ti 1. n•1'N Y'114f1Nt sp.I 29. 7002 Ou, cDep'Iw'9DI"01am 01 p,Xu(1,IIOIPA01[M mytl 1pc[AaNiOnt.Ongn 1n09'o7oO Masonite International Corporation d'ud:.I.icu 10 thxve w:110W wise. Ghtced Units X X0, OX, OXO XX, OXXO FIBERGLASS DOORS 6'8" Height — Outswing 2'0" COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6" 2'8' 2'10" 3'0" 3'6" Not Listed Not Listed Multiples1 MasonileInternationalt.l' 2'8" + 1'0' 2'8" . 17' 2'10'' + 17 2'10" + 1'2" COP-WL-MA0163-02 3'0" - 1'0" TO" + 1'2" t 02-0418.03 Application Filed) t•Rating ImpactRated 55.0 NO 17 + 2'8" + 17 COP-WL-MA0164.02 02-0418.03 Application Filed) 55.0 NO 1'0' + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'G" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0' + 1'2" TV . 2'6" + 2'6" 2'8" + 2'8" + 2'8- 2' 1 G" + 2' 10" + 2'1 G" } 3'0" + 3'0" + 37 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8' 2'10" + 2'10" 37 + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'1G" + 2'10" + 2'10" + 2'10" TO" + TO" + TO" + 3'0" 1. Occr arrangements using fewer panels than win! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonhe ln!arnstional website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 6 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 Mlami-Dade 8CC0 protocol PA201, PA202 & PA203. Oak raf t AR -K"' t.<IY I..elr Ilan1..., Al % hw'INV 1100A.5 asf..r.I NrC1u. Gw/rl":.: a11 A. 7W7 Om C&oUnwy g•oglam of WOfuct ;nWa went miles WtCWCWY QM. gttign M0 3nl.Q Masonitt international Corporatior. dNio :YCiYI 10 CAMgt %n41 ,t 1•01Y:r. Glazed Units COP-WL-MAO100-02 FIBERGLASS DOORS 8'0" Height — Inswing 01 Singles r 2'0" TV 1 X 2'8" _ 2'10" 3'0' TV rnite International COP-WL-MA0146-02 Aliami-Dade EIC 0 02-0423.01 Application Filed) O• Rating 40.0 Impact Rated NO Not Listed Not Listed i'Mulliplesr r X3. Ox, C XO 2'8" + 17 r1741111UMI COP-WL-MA0148-02 I.r' 1 02-0423.01 Application Filed) OP Rating 40.0 impaci iiated NO 1 2'8" + 17' 2'10" + 1'D" 2'10" + 1'2" 3'0" + 1'0" 37 +'.'2" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO I 1'0" - 2'10" + 1'0" 1'2' + 2'8" + 17 1'0" + 2'8" + 1'0" — 1'0" + 3'0" + 1'0" 1'2" +2'10" + 17 1'2"+TO" +IT 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 0" + 3'0" + 3'0" XX, OXXO 22'8" : 2'8" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO TV + 2'8" 2'10' + 2'10" 3'0" + 37 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" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + TO" Notes: 1. Door arrangements usil:g fewer panels thar. wha! is srroivn in the above chart also comply under the product approvals shown. 2. Assembly detai!s are available from. the Masonite frlernational website (www.masonite.com) or from the technical center. 3. Insta:ra!ion ins!rections are 3v3if351e fromI the Wasonile Interaaficnal website (www.masonite.com) or from the technical center. 4. Aclua: C_slgn pressure requi;ament for a specific cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local euiloing codes specify the edition required. 5. Masonite International structural, cyclic, air, wafer, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA2.01, PA202 8 PA203. O ak aff MTEKr" vca:rn,Jgre;:nneroc c[wpro.enemrrree[a:u::.o..crsy.:a;n:::r Masonite International corporation Glued Units FIBERGLASS DOORS 8'0" Height — Outswing X 2'0" 02-0423.03 COP-WL-MA0166-02 (Application Filed) 47.0 NO 2'6" 2'8" 2'10" 3'0" 3'6' Not Listed Not Listed' itArrangement— X0, OX, OXO Multiples,MasonInternational1.1 2'8" + 17 COP-WL-MA0168-02 I' 02-D423.03 Application Filed) I• ,Impact1 47.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'D" 37 + 17 17 + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 NO 17 + 2'10" + 17 1'2" + 2'8' + 1'2" 1'D" + 2'8" + 1'D" 1'D" + 3'0" + 1'D" 17 + 2'10" + 17 11'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6' 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 37 2'6" + 2'8' + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8' + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design toads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. 0 OO akcraff AR EK" W .•...1 le- RNTKY 000kS Fbw•U.• rhoE /Dr. Corr 29•"02 Our CCM^wV Mboram of produ rnpo em makes aWH"ionf, d0ion and P,~ Masonite International Corporation W aubltn N, U,anoe "dhw nblNt. Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing COP-WL-MA0101-02 I 1 01-1031.01 76.0 Rated NOX 2'0", 2'6 28 n. TO" 3' 6" Not Listed Not Listed MasoniteInternational, X0, OX, OXO 2' 8" + 1'D" COP- WL-MA0103-02 r 02- 0109.10 Application Filed) IRalina 55. 0 impart, NO 2' 8" + 1'2 2' 10" + 1'0" 2' 10" + 17 37 + 1'0" 37 + 17 1' D" + 2'8" + 1'0" COP- WL-MA0104-02 02- 0109.10 Application Filed) 55.0 NO 1' D' + 2'10" + 1'D" 17 + 2'8" + 1'2" 17 + 2'8' + 1'D" 1' D" + 3'0" + 1'0" 17 + 2'10" + 1'2" 1' 2" + TO" + 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-MA0102-02 02- 0109.10 Application Filed) 55.0 NO 2. 8" + 2.8" 2' 10" + 2'10" 37 + 3'0" 2' 6" + 2'8" + 2'6" + 2'6" COP- WL-MA0105-02 02- 0109.10 Application Filed) 55.0 NO 2' 8" + 2'8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" + 210" 3' 0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 & PA203. O ak,raff W ..... I.r I .J AR k EK'" t— D— Ir, r..l..,. ._ KN1' XY DOOMS p179. 2W2 Masonite International Corporation Ow Co -.."O Olow. of pladw .npove m "'I splCJ_%. Otup" lM WOW olud fWRC, W C.uW+ MI[r Opaque Units COP-WL-MAOI CO.02 FIBERGLASS DOORS 6'8" Height — Outswing 7 ,. X Singles 2.0" I I . COP-WL-MA0121-02 l.t t 01-1031.02 I• • I 76.0 I. NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement X0. OX, OXO Multiples 2'8" + 1'0" IMIRTIRI COP-WL-MA0123-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2.10" + 1'2" 3'0" + 1'0" 3'0" + 1'2' 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8' + 1'D" 17 + 3'0" + 1'0" 17 + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + TO" 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" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Oaks Taff PM EK" t..l.....1, I..T F'INI:NGI.A tit 1iN7NY DOO N,I e+T.•+"-f D"" //rr rl Lr a C i. tt b.a 22. 7002 Masonite International Corporation 0. cm-," 0,00n Ot piodW inOfOvemeM males soecai io n. desgn and 0,00uet deua fuDNn to cnrpe -dMul node. Opaque Units COP-WL-MA0100-02 . • .- FIBERGLASS DOORS 8'0" Height — Inswing Arrangement, Mi. a COP-WL-MA0106-02 NMT 1151FTr: 1 02-0109.08 Application Filed) OP Rating 70.0 Impact RateOm NOX 2'0" 2.6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement X0, OX, OXO Multiples (tvidth) 2'8" + 17 COP-WL-MA0108-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 17 2'10" + 1'D" 2'10" + 17 37 + 1'0" 37 + 1'2" 1'0" + 2'8" + 17 COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'D" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 17 + 2'10" + 17 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Fled) 55.0 NO 2'8' + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 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.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. 0 O akC•raft AR EK" t...r.....t .,. M.,... 'r. ....., 100.5 1— r—rrr lwtOw•. A A& 29. 20Ut Ma10n1IC Isle Tdtl0ndl OrpOl dliOn W CM.K. 'o D.oW.", of P"" my0vemtnl mates SDtti 4MX . OtSq.. ln0 D.00Kt OrUt WNW to t0y1Dt "rt0,A r4mt. Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing Singles 2'0" 2.6" X 2'8" 2' 10" TO" 3'6" International COP-WL-MA0126-02 t., t 02-0109.07 Application Filed) i UP Rating 70.0 Impact NO Not Listed Not Listed moini- Arrangement X0.OX. OXO Multiples (width) 2'8" + 1'0" Masonile International COP-WL-MA0128-02 Miami -Dade BCCO 02-0109.07 Application Filed) UP Rating 55.0 Impact Rated NO 2'8" + 17 2'10" + 1'D" 210" + 1'2" 3'0" + 1'0" 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'D" 17 + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 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" 37 + 37 2'6" + 2'8" + 2'6 + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 210" TO" + 3'0" + 37 + 3'0' Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 8 PA203. Oakgraff AR k EK" ,..,.,...,, ,.. Ir1,:Mr:,.ASS M.nl'MY DOOMS t-0— dad 79.2= Masonite International Corporation Ow [omnwrp oropDm of cwoau 4"pr. mm -on s "Okx4ms. otsgn s.a vodu l UDId s.0^1 toO.V. "4ftw xMk.. X 1 'III I Unit I SINGLE DOOR TYs• P. 6• TYP. 6' 8" UNIT 8'0" UNIT 13- 15/16• 17-1/8' MAXIMUM ON CENTER TYP. ruunnnnl r•r•1 Kueanvau 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require Iwo 2- 1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8' GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and ( 1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 010 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1- 1/4- and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Apia 29.?002 Masonite International Corporation OW C0-0 Q program 01 Or OdWdnp CWWM M3kES S0 OK9,0M. 0" Qft and plodw dmd swinir0 C—ge wiiIW Wr101Sf. XO or OX Unit MID-WL-MA0003-02 SINGLE DOOR WITH 1 SIDELITE 6- TYP. 6'8- UNIT 8'0- UNIT 13-15/16' 17-1/8• MAXIMUM ON CENTER TYP. Miliff 1 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2- long screws per location. Rough Opening (RO Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of1-1/4" 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 1-114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. nlua29 "J37 Masonite international Corporation 0i ..om•+- ^: a aa am u ww.a +na•a..+nnu .n,ef tua r[wom. Oefgn Inc Yacun ONa iva m m cnlnnt ."W. MI[t. oxoFAID-VVL-FAA0004-02. Unit r SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 87 UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. r r t r r • 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t t f t t ! I t, , Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. APrd 29 2002 Masonite International Corporation Ow canmwro a•ar+•n w ww•:: •-,•a+m.rn nu.es auto t+un•. OC)4n+ne wwlw:t On+l sworn N:ranpr rrnWl rout. oxxo I l f f Unit ' DOUBLE DOOR WITH 2 SIDELITES 1 TYR 6'8" UNIT 8'0' UNIT 13.15/16- 17.1/8' MAXIMUM ON CENTER TYP. f i f f f r T T T T s MTq1K,1Tffi Rough Opening 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 April 29.2002 Masonite International Corpoeation a, eowav,p pov-01 w0duo —WO e01 m01ef Soecd¢d100s. des.po IN 0.00uc1 d"3d %Vb^110e'unde -NA M1Ke XX ' ' ' a ' Glazed Inswing Unit FIBERGLASS DOORS APPRnVFn ARRANGEMENT: O Double Door Maximum unit size . 6'0' x 6-8- Design Pressure 52.0/-52.0 United water urdess special threshold design is used. I arge Missile Impact Resistance Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot 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: ama o oa ED 00 00 00 H 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 n0 105 Series 106.160 Series' 129 Series' 12 RA.. 23 RA, 24 RIL 107 Series' 108 Series 304 Series Series' This glass kit may also be usto in the following door style: Eyebrow 5•p2nel with Scroll Oak raft AR ' EK' r a. .... r.....— Ir1ULN(:LASS Lrr'IM1' UUOMS Masonite International CorporationApril292002 our CDD "U"'o "Dora"" or "odun 7W"eOe mHes 4Dled[alOni. a« arq "OdKI deud sugars w coupe .0" wr e XX Glazed Inswing Unit COP•WL-MA0142.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as 00 r3 7 404 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, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft M'e AR k EK'" l.,l.l...l, ..._ nA• ,. n INr..I I IIIL'NI:L.\ LM I' \',I)I IIIN,\ Ny,.T..rNra..el,u lw, Oew. Q Apil29.2002 Ow cmmwne oropum of ploewn 0`0v trn wkn smific'm6oM. pesion mp pro" Masonite International Corporation GullsvbRa 10 cft lge.nnolp nwKe XO or OX ' ' ' Glazed Inswing Unit r APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size • 6'0' x 61- Design Pressure 52.0/-52.0 Limited water unless specialthreshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements tot a specific budding design and geographic location is determined by ASCE 7-national. state or local building codes specify the editionrequired. 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 ® 00 00 00 D0 00 100 Series t33. 135 Series 136 Series 822 Series 1/2 GLASS: n o0 00 n ° a 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RIL. 23 R/L, 24 RA. 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the tottowing door style: Eytdrow 5-panel with scrod Oak raft AR k EK r•'• . rr r.•T d. ., • ,. ....a nniXr..\+ 5 L'f<'I'X \''Ur1UX] nw.r...,... re..NX bX.r o.•.r o. Apru 29 2002 Masonile International Corporation lxa e-: a .u- or www nra0•rm<nr ma to aDr(aKnonl. aesarn a U o xw Grua wrnr:r rc cnanpe ..X Dore<. XO or OX '' Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: A as DO x: 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, 23FL 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, 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. Stab 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 Taff AR k EK' r r• r e,Urn1e% Ns,.L.vNrw. p.. l..rDr•. PREM. '(.J/ /ri.„ Aoril2g 2002 Masonite International Corporation ow 2m rW oroenm or moaua Wo.emem mares soeeakArons, aesgn And emOYer it., s.orecr ro C.^, „nnaur "Xt Ox0 I t , . I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: ti:• rxi. ra f+ 4 O Single Door with 2 Sidelites Maximum unit size • 9T 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 resistard requirements for a specific budding design and geographic location is determined by ASCE 7-national. stateor local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 0o 00 don 00 00 00 0o 100 Series 133, 135 Series 136 Series 622 Series 1/2 GLASS: 0 D OD OD ° DD DD oD Do- oD 00 105 Series 106, 160 Series* 129 Series* 12 R7L. 23 RIL. 24 RIL 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following 000, style: Eyebrow 5-panef with scroll Oak raft AR k EK" 1'I Ul: N1:LA.l\ LM'rM 1' Ul>I)M\ r<kr••— rOrLYu L—LDas. /X)LI/ vlA/ AprJ29.2002 Masonite International Corporation rjW COn,aiO ip p,Op,a,d Or WOOOn nIP,Mr,Or"1 mare$ %DKd[a1Qn%. Orlq" And O,Oducl Or., SOOKcr W llvgr ..l MIKA. OXO Glazed Inswing Unit COP-WL•MA0144.02 - FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 H 0 o t. ao all 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: t d 129 Series 200 Series 12R, 12L, 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24A.24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 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 EK" t .l• •Itl.e 1:1 n. C 1 •.1 14U1!NGGLA\NI.\ L'Hl'N I' UIIUMD a.•a. t.N., o•> v„G:J/..,,;.,, o 0-111 0.... ApO29.2002 Masonite International Corporation ow COmO+ v Immam 01 DIWOO;MDlOvtmtnl nines SDtedK i"S, onse. W40'WOn Otud SAM 10 "Ve WOW n01Kt. Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: p w3? Double Door with 2 Sidelites Maximum unit size • 12'0- x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure andImpact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national. state or local building codes specify the edifion 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 °ED 00 00 00 H 00 100 Series 133.135Series 136 Series 822 Series 1/2 GLASS: 0 UU 0 0 ° 00 00 00 00 00 00 105 Series 106.160 Series' 129 Series' 12 RA..23 RA., 24 IbL 107 Series' 108 Series 304 Series series' This glass kit may also he used in the following door style: Eyebrow 5-panel with scroll Oak raft rt 1.1c.1 AR EK'" r.11.•"• • •- 1. ,. I+1II I: M<:l.\S,l lW1N \'•Uf/UN{ Msi,T••w.dlMrb"1nvlUw.• April29 2002 Masonite International Corporation 0w cpdnvnp poparn or DrDDKt mpo M. —In SDKdKk4n1. &S.pn 3n0 podW otUd SN4101. loans, .'now rp1Kt. OXXO Glazed Inswing Unit COP-WL-MA0145-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: r_ •• h. r ba 404 Series 410 Series ID9 Series 114, 120. In 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a 0 i IN Series 200 Series 12R. 12L, 23R. 23L, 450 Series 152 Series 149 Series 109 Series in, in Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR 4 EK" T Aptd29.2002 Masonite International Corporation pi" CM1iM,np poOMrn of 0.00[1 .0,fte—M ,At, fM t"~S. etsp" 14 WOOKI d"ad SAKI to CN-otrohw "tKt XX Glazed Inswing Unit APPROVED ARRANGEMENT: car•wL-ma0147•02 810" FIBERGLASS DOORS T' 1. O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Double Door Maximum unit size • 6'0' x ST Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 00 04 Series 010 an as 822 Series 108 Series Oak"ft AR EK" r•11.•1.•I.I.o w.. KC-L..".... 1 lilnL'Mf.LA.1 CM 1'M1'000M1 e.d.t•...w re..P.. [...I D.e.. 1 r 0 April2y 2002 O.• Masonite International Corporation N, (OM.nune alca'snl Or O1OOuc1 u.yO-M .Uses sm,,Kxom nesq. IM P,00u 1 01.4 su0110 10 e.a.pe ...ON .Otte. XX ' ' '' ' ' Glazed Inswing Unit 810" FIBERGLASS DOORS APUROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300Series 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 oo 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" [.. .... r - us:.r.naa PREMv'RG.Ji :." Apru29.2002 Masonite International Corporation our 0—.eo pops. of a.0" maov"" masn soecft".. align +na auooo dM' Sua1Kr ro [oa.pe " rn ..0- XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT. COP-WL-MA0148-02 - ' 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 1 Sidelite Maximum unit she • 6'0- x 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot aspecific building design and geographic location is determined by ASCE 2•nation3l. slate 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: 0333 00 00 822 Series 1/2 GLASS: 00 404 Series t08 Series a Oak raft AR EK'- r....'.•r, r' r nr=xr.,.n•z C,rr.v nnnw,, r+.+o....ar-..p.. 6•-ro.... PRF/:'iv(:.//..G.... ly^ Aprd292002 Masonite International Corporation 0. CO-1 oe orowam or pr000:t mp=o+M=am ,An fotC. A—S. ots.e^ and o.oM , ur.+ fwrtr ro cnargt .arw..r N,tc XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 0 810 Series APPROVED SIDELITE STYLES: a 450 Series CERTIFIED TEST REPORTS: COP-WL-MA0148.02 810" FIBERGLASS DOORS T . e:< 1 300 Series 852 Series 810 Series 300 Series CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" r ,l.. .tIt tPREM.- n t. ., .. 'r<.I...K rtutl.I:w a L'n'rKY 1)1111ws rM.t..r..JraA-e.-r Oay. tVln• lam Masonite International CorporationApra2y2002 0. tonmwv 01091Jm Or p100.1 mpOvtmrnf T Its 10tt tKstgns, Otsgn and prop.. 0eldd s.DiKl to C"r . 4"'1 not-cf. OXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0149.02 . - j 810" FIBERGLASS DOORS 0 0 21, tatt Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size - 9'0' 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 tot a spedlic building design and geographic location is determined by ASCE 7-national. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: DID 0a on 822 Series El 00 404 Series 108 Series Oak raft AR k EK" Lv'1'MS''U0 aA L..1..,...o_ d. u.n. Tr IUI:ML:IA.?./llC1 esT..a.r.rMr.... L.vr De.n Aprg29.2002 Masonite International Corporation 0., LW~0 "*"37 or Waau n.Over11M1 m,.n $V-JCMl9 . angn 1.0 p,o l W SUbiNI W LNlpt -ilhW .. W. OXO Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: COP-WL-MA0149.02 81'0" FIBERGLASS DOORS 300 Series f 450 Series 852 Series 810 Series Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-OADE 8CCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ARTEK" ritl••••I.f •- W ,.o.l. ..,•, 'le ••u•..1 1'IUL'"[:LAS\ L'M'f"\' UUOMS wA•. wiT Dad•. D()C,' a //L II •r.n" V S April29.2002 Masonite International Corporation Our Commi, program 01 p000, mpr,,Mem mves sW tcMion. design rM wddun drUd Suit ea t0 C"e Wdrw Witt. OXXO ' ' ' ' Glazed Inswing Unit I 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: O Double Door with 2 Sidelites Maidmum unit size • 12'0' x8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for aspecific building design and geographic location Is determined by ASCE 7-national, state of local building codes specify the edition mitulred. 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: a 00 404 Series 0311 00 00 822 series a 108 Series Oak raff AR EK" w.IIL'MCL..\\ U..I..V 01111X., w....vN I-q.... Lwt D— PREMaT,1 /., 1— e Apia 29.2002 Masonite International Corporation OW tOM_N WoraM Or IMOOOD mW"—,M —I, SOtCOitat j. Ono and WDOW dtud 1.5^1 10'"t -.r w4t. OXX0 I I I t Glazed Inswing Unit r 8'0" FI BERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: ff.•r 810 Series 300 Series APPROVED SIDELITE STYLES: 0 ISO Series 852 Series 810 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" r..r..•. r .oT r. ,. " r.....r pr11L MCL.\I? Lq'r'M 1',IP IONS ra.4.w.fMg4"l.vl D^^^ PRfiN.... G./ :.. v Aprd 29 2002 Masonile International Corporation Ow sW—V OroprJm or wooun nVwM u n hts %CWC;wA*nS. deign rno poo"n 0,Ua SWW,l ro Cnr Ql .anwr nor t XX Glazed Outswing Unit APPROVED ARRANGEMENT. ZX iYlYiifl COP-WL-MA0162-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size • 6'0' x 6'8' Design Pressure 55.0/-55.0 Umited water unlessspecial threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 01313 00 00 an 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: El 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 in the following door style: Eyebrow 5-panel with scroll Oak raft AR k EK" r..r.r..rrr..- P...r. ...r < ..r b..p.vwlb•C•u Lmrr D..r. 1111iM1:L.\A$li:'1'N\'vrplUMp April29.2002 Masonite International Corporation 0Y C".W o wp". Of Or00K1 .ny0vlmtM mNlS SDK rK]tOnf, etipn iM ppenCl G,W $0.", Wc-^, .R Mitt XX Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: na nn nw 04 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 CRY, 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). MA Z FF' roe, nw'j rmv%; State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR _k EK" r f1Y1i 1 •- IIIULXI:I.\.\\LN'rX\'UVIIX( N-rT.vNIMraX ewv, Da•n LI/ lA n a VVVCCC/// lC/'^ 0 April2g 2002 rO• Masonite International Corporation W e" _..Q P,oW.m "1 p, 0 a"p"v . male ipe A"j. d,pp am/ D,p l OeW'.Wc. 1. c " . XX14o "'41 XX Glazed Outswing Unit APPROVED ARRANGEMENT: I 890" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as tong as the panels used do not exceed 37 x 8'0". Double Door Maximum unit site . 6'0.118'0- Design Pressure 47.0/-47.0 Umited Crater 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: 00 Oa Series DID an 00 822 Series 108 series 0 Oak raft AR EK' r 111b1INGLA\t L'N•r-V 000-S-U.v.OIb.Sllr trot nor. (C.'Mn•.. Q• Aprd29.2002 Masonite International Corporation 0. COn 0 DIM— 01 O•OOuct .n01G+t0Iero 11U.eS S0K0KlIgnS, Otuen 4n0 P.C., deUa Subint 10 C"t rilnOW nW4e Q C as NOTE I. DOORS UP TO 7'-0• IWCN COHOST Of ) CE= ((yq.M)). OOOH6 O.LP 7'-0' ,HIGH CONSIST OF XTIOMS (IaOr SHOWN). 2- 2- THXX SKIN 0 KIIM C_.oMELcoA_. GALVAwfwc, aAKEO-On PRYER. A O A eAAED-ON POLla," TOP COAT APPLIED go eom SwS or STEEL SKIN. SNP TAP Jows. 1' TALI M -aAH 20 Cl. C-. SILIA MIN. ACED STRCNCM: b KSI Li S'1- I-7/a r 5Lcm& A -A fsmE VKWI 4 3 I(A01m' %roc'-i-ioe (M R T2DOOR' 0 of T-NE ADN(SK (ALDMO CID, REV. NO. 2ssecTAssORAoPn0A1AL16' ACRYLIC AVATLADUE 1 H ( SEDigH e-0 y y y ry, I"y/ I I I r T, , Ifl, C . Mwm 0 - C mill 11KI IFI-=- IIIElml LOCATION or OPTIOAE rs I A ` OPnoH L OUTSIDE KEYEDI= POSITION MAA, DOOR WIDTH. H6KEYED tl90LIIlYAIIOtlS RROMT OADPDOM 1 2 J 1/O SCREWS ON Ia CENfO6. H OD. YN. owW.L9°R REOWED. LX7 SCREWS wr at COIAOptS1aIN BRNOTgyp) maw" C A RUSH MOIRDNO SUFACL11DTe2mDALauaeS00NorIRWSIERRLDAD. 10 SCw, IKKocD INSIDE I/OACmumcUR IO_ INf LIM RETAeCR SECTION a-R i REVISIONS E: DATE: ECN N0. APPVD: DESCRIPTION 11/ IIWW OTY (I) WAS (2) FOR TRACK BOLT t0 G YM. AO STAB AnACHHm ro DOOR HMZOW& TRACK( SUPPORT eY SKN W1T11 PA122RED TOG{iDC SS'STEMDOOIR WSTALaEA (TO RAT) TOP, BOTTO.H CFNf[R} 1 la U OALV, OT[EL Rk eRAfXCE RASTER CO ro coop ague RE a) S/1611-5/6' Woop LAG SCREWS. LISTEDft „ INKDR _n_, AVARAgE AS AN OPTION VFW V $ ODOR NpGIR2. W.V. STEEL TRACK 1. w, rRACX THICKNESS: }}FFX{{ LOUT , o TrP, 7-1/]-.li G CALV. STm TRACK BRACKET. y (A) TRACK BWtXETS VFR SRK. REPORT# 9606C 88 Top 1HOR62DufAL a• ro u u-eAf & V-BATS N A 2_I-2-1 Or OOt6R ym.f.r 011 B07T0.H 1WO U 9ARS OMF. U-BNLS M/ Mir{ SCCTM, RC.) H. u'/e• SMELT MRAL SCREWS 0 o 1/ 4•0/4' ` I TAPING SCREWS. la G rM1 MNf.CS IW CA Nr am YIEW •c• STOP MOULDVC er DOOR NSTAUER (To sac) 2.6 TE2LOW PINE JAYS fI0 U IAN. GLV. STEEL END STILE 20 G CALV. STEEL INTER. STILE 18. .• PAN SCREW - Ii G GLV. SREL TRACK 10 SCRWS KA urt) Csafal}oD .__ RAY eRAC¢rs rASIDm ro Ig00 aAaHH S/0.. SIfEVS ..a-WAo iH- [flH106 (C-90 WITH ONE !/T6'.T-0/e' lAO SIJFW BIDfx) OR2. COOOK ((2.000 PSI Kol tONCIEiE) OR PEA rPACt eRAPET. ONTO VERTI RM.AOCS HSI "K rwoOH SCEWS 6H T7-R/2• C=n (2.000 K2GULv, SiFEl TOP ONTO AFP LAr TRACK. PSI w' CHO S. I IRA. wim TWASH ED WDH 7/ TE ID. ROUND RulIM r ROLLEII eRACa¢T. E.AOH SIELVE A,fa1Cq I. OD. YN. WASIIOR R[UIWro rASTENER ONE PER ROLLER) `le a rxv. zTE¢ cEHTER HaHGE DIRE SNAPuraOM :• cALv eRACKR ARACN(D •/(.) Graff 510E W ODOR. Wroth 6PCCHS. ANCHORS TO RDBE E Aruin lSIRet SiCEL TRACT fATrOFD ro IA G CALo Sail ROLLER w rASI[N(D ro VHTCA. staLs W/( ) 1H.5/e• SKHm METAL OOEA. STILE (Bur nlDi REUIII m) ro PRO.IO[ A RUSH 12 U VLV, STEEL TRACK BRACErs. FASTEN ro hO STILES CILHMGW) ll.n/e• liQT y[rAI xREWS HHOIAHTING SURrKLHOPoICOAL1ARa00 "or RRACt AnAC7® r0 LAUH BRACKET I1..!((e' PETAL SCREWS 4W IAN4rEp LOAD. RRN 0.2 I/a'J/e' SCUT A NUT (A) I/A'.a/TSETi TAPPING SCREWS PER CND nA1Gf. WrsIOE KEYEDDfl1WO1/A' ON RIVETS. HA CA CAL . STEEL HANDLE CAO fMD END MIHCC. EACH Stu STILE 2• DlA SHORT STEM. 10 BNL SIM Ro E,. sr"SfASTCNE0f) OW INTER. ti MARK-TSTERnELD. P.C. STIES W/(A) IHA/e' MAC , STILL PffiPLB60d1 Or aAMas BY O71RTR SE -ram ROINr R.E. 11e.95 SIHER ALA, SCRDYS. SERr HLrsOf Low HOf- LOCK BAR NORTH CAROLINA P.L. J2aea2 KwP L•YUH H7vVr aoivYN ENGLES IN HORrRA74U I EACH 0, SMALNOTEL T11E wPP0PTN0 aFNprs OESTCN LOADS: +2s,0 PSFk -2a.5 PSF a- TALL . 20 C. cALv. STEEL u-BARS [ND EACH SLOE RECORD I1[ TEST LOADS: +36.0 PSF do -37.0 PSF IN A2-1-2-1 PA:! (1E. r-O U-BUS STILE E BOIr D< DOOR. RECORD roq ME 91ALDRHC OR STRVCIVRE No IN A{DDRDyH[E OM BOTTOuSECTION. OHC OF u- BW ON nOR 6 r yCR S DIRDOK' OOOCS 10R THE IGADa Lim CH OAAr bV+aCS AR 9'm N 6u[ 010 BofiC. EACH V-BM ATTACHED SEE/ TAPWHC SCREWS TRACK LOCKON PEALOCa101H. EACH SIDE Or DOOR. WME- r E ELM r a U CiLV. SIM BOTTOM BRACKET. L 1uD . rtAC1ED WITH ( 2) 01A.5/8' SMELT AFTAL SCREWS. AICITRUS" 'I' m .ArCRS3 --- HgICL LIM... Sb. 6 Oth—ft RA A . — I—). PART NO.: - a"A".°A6 AoLa rCo. DPAr B.aDl.c I. A._A, TOLERANCESNSM s1z6o0z0 IDEAL ]12 1-5I}SGI-LBOO 1O- 0 . t.OJ IW6m000DaouLTmW. I-5I3-162-3519 N, nnwA Is PK, w" L F° w 00 ' t•015 000 - t.005 DESCRIPTION: MODEL 6RST Wa 16-0 . B-0: 2a /-2a.5 DESIGN LOAD Oegreea - t 1/7 I/ r DRAWN 8Y: . a/18/00 SCALE: Nrs DWG. thLrDATE: Angle CHECKED BY: LaWWGATE: a/IB/00 SHEET I OF 1 SIZE Oi RroiaCOaD - 5 , °" OWG. NO.: 102138REV. NO. I L pp i4 L/ ij1. a), A.)': 1r I ` d , ., .) I J. 1[ 1: mH n MODEL: 6RST (25 GA STFFI CKIN) MODEL' 4RST (4 GA ST FI SKIN) ATTACHED W/ TO(C, LULOC STILEM(TOPT& BOANDURETHANEADHESNE (ALONG CENTE J c RON P 3 OPTIONAL OSS CLASS OR LISTED W' ACRYLIC UTES AVAILABLEESECTIONB-6) 20 GA. MIN. ENO STILES ATTACHED TO DOORSKINWITHPATENTEDTOG-L-LOC SYSTEM A TOP, BOTTOM k CENTER). REPORT#9606C 25 GA MIN. GALVr/ LOCK (gOTMPOSITION) STEEL SIGN CCATEDWITHABAKED -ON PRIMER, TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT APPLIED TO 80TH SIDES OF STEEL SION. OPTK)NAL VENTS • _ A OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH 9'0' 144/8- SHEET METAL SCREWS ONE 3' TALL x 20 GA. U-8AR (50 KSI) PER DOOR SECTION. ENO SLIDE BOLTSTILELOCKENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. IM S UD BO T LOCK OPTION 0 NOTE 1, DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS ((SHOWN) DOORS OVER 7'-0' HIGH CONSIST OF (5S SECTIONS (H7OT SHOWN). 0 0 1/4'x3/4- SELF TAPPING SCREWS. 14 GA. END HINGES 18 GA I TRMEDtATE HINGE MEW "R VIEW •C. 2.6 YELLOW PINE JAMB 12 GA. GALV. STEEL TRACKBRACKETSFASTENEDTOWOODJAMSWITHONE5/I6'xl-5/8' LAC SCREW PER TRACK BRACKET, 2 GALV. STEEL TRACK FASTENED TO 2 GA. GALV. STEEL TRACK BRACKETS. TRUCK ATTACHED TO EACH BRACKET MINT ONE 1/4'.5/8- BOLT 91 NUT OR TWO 1/4' OIA. RIVETS. K REVISIONS N NO.1 APPVD: I DESCRIPTION I AILYW I OTY (1) WAS (2) FOR TRACK BOLT Y THICK 3' TALL U-BAR 20 GA GALv. STEEL HORIZONTAL TRACK 'SUPPORT BY DOOR INSTALLER (TO SUIT) 1-7/88" le G GALV. VM Top 13 G. CALV. STEEL FLAG BRACKET. ROUDt BRACKET. IA01 EACH FASTENED TO WOOD JAMB WITHBRACKETATTACHEDW/(3) (3) 5/16'x1-5/8' WOOD LAG SCREWS. 14.3/B' 9QIT IIEGL NOTE: DOUBLE TRACK SHIP LAP Jomm GI AVAILABLE CONFIGURAnnu LOW ANHIEOI OPTIONI I. G I:uv. SiEEl a DOOR EHO wHCE fACN $ HEIGHT •L' FASTEMM TO 00 6-6 705S1T1IL[EES'f W .) uJa • e 2- CALV. STEEL TRACK, -0 76µ0/4_ SELF • L.) I 1' MIN. TRACK THICKNESS: .060• - UPPM SCREV& 8-0 88 a' rAIL . 20 G r. iv, i TYP. 2-1/2%12 CA. CALV. STEEL TRACK BRACKET. STFILuNt. ar¢ u-BAR (4) TRACK BRACKETS PER SIDE. PERSECIKIN. EACH U-BAR ATrAOIm WITHrWO1 .3/4' SELF rMPYp a SCREWSPOTSTILELOCATION. 0 LHR TOP BRACKET WOUBK HORIZONTAL FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE A DOUBLE TR4GK VERTICAL .LAMB ATTACHMENT (W000 FRAME q nUNCSI I] G Fxv. STEEL BOTTOM LOW HEADROOM OPTION 1/2 x3 LAC SCREWS ON 2a CENTERS. I. O.D. MIN. BRACKET. ATTMm mtH Two P. WASHERREQUIRED. LAC SCREWS MAY BE COUNTERSUNK /l4/B SHEET IJETAL SCREMS, BUT NOT REWIRED) TO PROVIDE A FLUSH MOUNTING AUUKUK OTTRVSION S_SBCLASS OR OPTIONAL 16 SCREW SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. A vent wTiL01QnT1I>P, 1/8 ACRYLIC LITE WINDOW tITF STOP MOULDING BY DOOR INSTALLER (TO SUIT) r 20 GA. MIN. GALv. STEEL END STILE 20 CA. GALV. STEEL INTER. SECTION A -A (sw V'EwT SECTION B-R XERIKALAM JBATTACHMENT (-g p T 3r r1 18x3/4' PAN HEAD SCREW 2. p51 MIN. CONCREIi• 1x Uau""' MOLDED INSIDE (10 SCREWS PER UTE) ENO 3 8 x4 SLEEVE ANCHORS ON 24 CENTERS (BORN LITE RETAINER Ip_ STILE C-90 BLOCK OR 2.000PSI MIN. CONCRETE) OR 1/4'x4' TAPCON SCREWS ON 24' CENTERS (2,000 INTI SNAP LATCH ENGAGES STIL PSIMIN. CONCRETE). WASHERS INCLUDED WITH ONTO VERTICAL TRACK. SLEEVE ANCHORS, I' O.D. MIN. WASHERS REWIRED ONE SNAP LATCH ON WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUTNOTREWIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS DO NOT EACH SIDE OF DOOR. OUTSIDE i, TRANSFERLOAD. HANDLE OUTSIDEKEYEDHANDLE ENO STILE INSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON EACH SIOE OF DOOR. OUTSIDE YF KFOLmr OESICN LOADS: +25.0 P.S.F. k -32.0 P.S.F. SNAPLATCHLOCKOPTIONTESTLOADS: +37.5 P.S.F. h -48.0 P.S.F, PREPARATION OF JAMBS BY OTHERS, `2' OUL SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION NOTE2. THE DOF THE SUPPORTING STRUCTURAL ELEMENTS RESPONSIBILITY SHALLBETHERESPONSIBILITYOFTHEPROFESSIONALOFRECORDFORTHEBUILDINGORSTRUCTUREANDINACCORDANCEMITICURRENTWESTERFIELD. P.E. THIS RRENi BUILDING CODES FOR THE LOADS LISTED ON 1 j•7 j Nr.ew.saryle..n.w THIS OItaWING. FLORIDA P.E. /48495 NORM CAROUNA P.E. 123832 % Third "I Projection 4 3 -- 2 18 GA. GALV. STEEL CENTER HINGE. FASTENED TOINTER. STILES W 4) 14 CA GALV. STEEL ROLLER HINGEE$S /14.5/8' SHEET METAL SCREW$, FASTENED TO END STILES EACH W/(4) 14x5 8' SHEET METAL SCREWS ANDD 4) 1/ 4 .3/4' SELF TAPPING SCREWS PER END HINCE. C IN AA A° xsm s.a t msst01S PARTNO.: - Lw_ IDEA Ni} lS,T. LTox4s2o2e rIwA0 t. 03 0TOLERANCES Fm No. I-SI}762-3519 00 t. 015 000 t . 005 DESCRIPTION: MODEL 6RST W4 9-0 . 8-0: +25/-32 DESIGN LOAD 0000 - t. 001 DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG.R Degrees . tl/2' Ste" eoOTEi CHECKED BY: Mww DATE: a/te/00 SITEET l OF I SIZE B DWG. NO.: 102137 REV. N0. I ORANGE (OLi1111iy • ljl1')]Wj DI , 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:2--15 C.iVbG>& e4• Permitting Office: City, State'5WFt>,M, R 32L-'*3 Permit Number: Owner: %, Q . "CXZT0 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 (ft') 2284 ft' c. N/A 7. Glass area & type a. Clear - single pane 259.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tintlother SHGC - single pane 0.0 ft' _ HSPF: 7.90 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 320.0ft' _ 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 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 876.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 330.0 ft' 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 W _ 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) Total as -built points: 33145 PASSGlass/Floor Area: 0.11 Total base points: 36048 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 43 CQ_ I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: OPpF C1 STgp o o a C 1 OD WF EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2284.0 25.78 10598.7 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1.00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As -Built Total: 259.0 13628.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 330.0 0.70 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1809.0 2.13 3853.2 Under Attic 19.0 1809.0 2.82 X 1.00 5101.4 Base Total: 1809.0 3853.2 As -Built Total: 1809.0 5101.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 161.0(p) 31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p 31.90 5135.9 Raised 320.0 3.43 1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 6217.4 1 As -Built Total: 481.0 4559.9 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 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 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Point 18 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 1 As -Built Total: 481.0 978.5 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 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 EnergyGauge"' DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I 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 _ 'Y3118 ' = ' -fM 45 PASS EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window areas .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at 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 outdoQts mp .s._c mbustio tspace heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal 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. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.9 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr _ 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 (112) 2284 ft2 c. N/A 7. Glass area & type a. Clear - single pane 259.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.90 _ d. Tint/other SHGC - double pane 0.0 112 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 320.0ft2 _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons ' a. Concrete, 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) DITHE sr4g ,, in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: X a O Address of New Home: ZIP, C'S E City/FL Zip:SP t C). NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar''designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGaugeO (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET. LAKE MARY. FL 32746.6206 Phone: (407) 831-2665 Project Information 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 Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2284 2284 Volume (ft3) 18742 18742 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 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/Ib Sensible Cooling Equipment Load Sizing Structure -" 30460 Btuh Ventilation — 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n 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 801d7talic 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 % wrjghtsoft Right -Suite Residential^' S.O.sa RSR2so16 2002-Mar-01 08:28:50 ACC% E:TileslDR HORTON 20021228%2289.rsr Page 1 RIGHT,J CALCULATION PROCEDURES A, B, C, D C 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 x 219 cfm x 32 OF Winter TD = 7712 Btuh 3. Winter infiltration HTM 7712 Btuh / 297 ft2 Total window = 26.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18742 W x 0.0167 = 125 cfm 2. Summer infiltration load 1.1 x 125 cfm x 18 OF Summer TD = 2479 Btuh 3. Summer infiltration HTM 2479 Btuh / 297 ft2 Total window = 8.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 125 cfm = 3692 Btuh Rroceaure u - tquipment Sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 31306 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/Ib 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 Boldrtalic values have been manually ovenfdden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. z/wrightsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50 w,M1iCk E:1FileslDR HORTON 2002%2289Q289.rsr Page 1 RIGHT-J WORKSHEET I, 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: rtn to. 1 Name of room Entire House MBTH WIC MBR 2 Length of exposed wall 274.5 ft 20.0 ft 16.0 It 14.0 ft 3 Room dimensions 8.0 x 12.0 ft 9.0 x 9.0 ft 16.0 x 15.5 It 4 Ceiings Condit. Option 8.2 ft heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Clg ft') Htg Clg ft') Htg I 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 f 0.0 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 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 42 849 0 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling ENV 56.8 210 11919 7 381 0 0 32 1741 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 7 224 0 0 0 0 0- 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 38 717 484 0 0 0 0 0 0 0 0 0 b 11A 18.91 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 835 3848 1719 153 705 345 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 0 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0 Note: room b 19G 1.1 0.0 320 364 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 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 26.01 8.3 297 7712 2479 7 182 58 0 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 t0 275 15 Total loss = 13+14 36319 1830 1015 3020 16 Int. gains: People Q 300 7 2100 0 0 0 0 1 300 Appl. Q 1200 2 1800 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 2769 1 754 214 2473 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Dud gain t09 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 1600 81 44 45 12 133 143 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr19h1tsoft RigM-Suite ResidentialT° 5.0.64 RSR26016 2002-Mar-01 08:28:50 E:%FileslDR HORTON 2002t2289t2289.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room UTIL 1/2 BTH FAM KIT 2 Length of exposed wall 9.0 ft 5.0 ft 31.0 ft 9.0 ft 3 Room dimensions 6.0 x 9.0 ft 5.0 x 9.0 ft 17.0 x 16.0 ft 10.0 x 20.0 ft 4 Ceiings- Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 9.0 ft heat/cool 9.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg OF) Htg Clg ft') Htg Clg ft') Htg 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 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 0 0 0 0 10 370 glass doors b 8C 37.0 0 0 0 0 53 1959 0 0 Heating c 9C 38.7 0 0- 0 0 0 0 0 0- d 0.0 0 0 0 0 0 0- 0 0- e 0.0 0 0 0 0 0 0 0 0- If 0.0 0 0 0 0 0 0 0 0- 7 Windows and North 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 E/W 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 Herz 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 0 0 0 0 0 0 0 0 0 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 0 0 0 18 467 150 53 1376 442 10 260 83 13 Subtotal loss=6+8..+11+12 460 1(m 5806 1546 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10° 46 10 -A 106 10°/ 581 10% 155 15 Total loss = 13+14 506 1169 6386 1700 16 Int. gains: People Q 300 0 0 0 0 4 1200 0 0 Appl. Q 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 Dud gain 1o°/ 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 gF-irtsOTt Right -Suite Residential^' 5.0.64 RSR26016 2002-Mar-01 08:28:50 E:1FilesOR HORTON 200212289t2289.rsrPage2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET. LAKE MARY, FL 32746-6206Phone: (407) 831-2665 MANUAL J: rin to. 1 Name of room DIN/LIV/FOY BR2 BR3 HALL BTH 2 Length of exposed wall 57.0 ft 31.5 ft 23.5 ft 5.5 ft 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 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Stuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft2) Htg Clg ft2) Htg Clg ft') Htg CIg 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 e 0.0 0.0 0 0 0 0 f0.0 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 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 FJW 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 i8.9 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 1- 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 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 57 1477 0 0 0 0 0 0 0 0 0 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 stab 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 97 2519 810 16 415 134 16 415 134 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 U1 16 Int. gains: People Q 300 1 300 0 0 0 0 0 0 Appl. Q 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 0 18 Duct gain 10% 693 10°/ 189 10° 174 10°/ 33 19 Total RSH gain=(17+18)•PLF 1.00 7620 1.00 2079 1.00 1913 1.00 359 201 Air required ( cfm) 4591 400 1 981 109 88 100 15 19 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residerrtial- 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCA E:1FilestDR HORTON 200212289t2289.rsr Page 3 RIGHT-J WORKSHEET6EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUf1L J: 7th Ed. 1 Name of room LOFTBR5 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 it heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg I Clg fl') Htg Clg fl') Htg Clg Htg Clg Htg Clg 5 Gross a 146 4.6 2.1 0 0 Exposed b 12C 2.9 1.9 96 328 walls and c 13C 3.2 1.2 0 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 f 0.0 0.0 0 0 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 f 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 Coding ENV 56.8 0 0 32 1741 SE/SW 0.0 0 0 0 0 South 30.4 0 0 0 0 Horz 0.0 01 0 0 0 8 Other doors a 11A 48.9 12.7 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2.9 1.9 80 230 156 296 852 575 walls and c 13C 3.2 1.2 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 228 387 508 209 354 465 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 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) r 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 16 415 134 32 831 267 13 Subtotal loss=6+8..+11+12 1750 3458 Less external heating 0 0 Less transfer 0 0 14 Dud loss 10'/ 175 10 9A 346 15 Total loss = 13+14 1925 3804 16 Int. gains: People aQ 300 1 300 0 0 Appl. Q 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 Dud gain 10OA 142 10°/ 305 Y 19 Total RSH gain=(17+18)•PLF 1.00 1565 1.00 3353 20 Air required (cfm) 85 82 168 176 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr8gCj"tsoft Right -Suite Residerriial- 5.0.64 RSR26016 2002-Mar-01 08:28:50 4CCk E:1Files\DR HORTON 2002t2289\2289.rsr Page 4 RIGHT,J WINDOW DATA mc 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 M BTH a n e a C n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 WIC MBR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 1 /2 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 KIT a n s a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/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 wrightsoft Right -Suite Residential^' 5.0.64 RSR26016 2002-Mar-01 08:28:50 EAFilestDR HORTON 2002t2289t2289.rsr Page 1 BR4 a n w b c n 0 d 1 11 90 1.0 1.0 4.0 5.0 54.4 32.0 0.0 z, wrightsoft RigMSuite Residential^' 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCK E:TilesM)R HORTON 2007%2289t2289.rsr Page 2 T V•KRLEt VMIIS m,6 U[,GTIDI o•r rb. hd-t c r r cep EDRoo WRA 3• arwu ID*6 I.ca 12.6 1•cd 3 113 Lcd j li8.. 1•cd. 0! r Wctf cop2 A/C SLABBLDRMIN3' both duct: prooCopROMWALLf Ar' f2F N 0 f4RA Yp.. 110 S aJ ar G Epp, 8DA1L17 DDR11./= r•(Y Hm IIm Roold 2 10.6 coIDp 1D.6 I.cd 12.12 I.cd I I110330l' scot. A/8••1.0• 12.12 rep 1..1. top N••.• • To• 6. 1 1 6. IC both t cap ' 20torootcoo IQ7C'AQI Tom p ID.6 I•ctl O120 S3 I 4% Ir 0 TOM V/IDXV P240V IPH018.16 plm / ID.6 I.cd ` 0 n 10.06 cadiiOOPTIONALBDRY./S I, Lo „ a.m m it m nII 8'p 6 j IV 16, ROOM r as 4 7• 6' 14.8 I.cd i 6' " i MyC200i 14 14 topI 6. 80 •j1 p 12.6 I.ctl ROOM 173 14.8 I.cd200 near Z Z a I— o0o N0:)oj cu N C=l Di A Rating { oLn co Z m^.a om PLOT PLAN DESCRIPTION: (AS FURNISHED) A PARCEL OF; LAID LANG AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, ;CITY OF LiANFORD, SEMINOLE 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 NOO'25'30"E A DISTANCE OF 89.73 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 3.38 FEET; tHEyCE RUN N 00'25'29"E A DISTANCE OF 195.00 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 840.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89'33'46"E A DISTANCE OF 57.66 FEET; THENCE S00'25'29"W A DISTANCE OF i57.87 FEET; THENCE N89'36'15"W A DISTANCE OF 11.77 FEET TO A POINT OF CURVATURE, SAID CURVE BEING CONCAVE NORTHERLY, HAVING A RADIUS OF 225.00 FEET; THENCE NORTHWESTERLY ALONG ARC OF SAID CURVE A DISTANCE OF 46.21 FEET, THROUGH A CENTRAL ANGLE OF 11'46'02; THENCE N00'25'29"E A DISTANCE OF 153.19 FEET TO THE POINT OF BEGINNING, CONTAINING 0.21 ACRES t. O 0=11'46'02 POINT OFR=225.00' BEGINNINGL=46.21' CB=N83'43'14"W C=46.13' I---4.1 S89'33'4 PROPOSED ROSE HILL PHASE II PLAT BOOK , PAGE LOT 17 57.66' S89'33'46"E W I z PROPOSED LOT 20 PROPOSED I DRAINAGE TYPE A 3.38• LOT 19 W IS89'33'46-E W I W I POINT OF o COMMENCEMENT I0NORTHWESTCORNERz OF LOT 25. AT10;' Ld LOT 25 BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27-29. I LOT 20 CONTAINS 9032 SOUARE FEET t THIS STRUCTURE CONTAINS 1787 SOUARE FEET f TOTAL CONCRETE 663 SO. FT, t TOTAL SOD 6582 SO. FT. t I %w — 1611 ABBUILDINGSETBACKSMUSTBE FRONT: 25' R' REAR: 20' 0V A) JACENT SIDE: 5 CORNER: 15' OTHER PREPARED FOR: 40.0 40.00' I gPROPOSED 2289FINISH FLOOR ELEVATION.41.3 I r`i 5.3' in 19.7 DRIVE•' 1' EASEMENT'::.;:.:: I TRACT "B" II OPEN AREA l 1"=30' GRAPHIC SCALE 6 15 30 PROPOSED 7.6' LOT 21 4 00 Ln N o In 0 A:/` N LEGEND 7.6' N89'36'15"W 11.77' D.R. HORTON TRACT »A22UNNAMEDROADOF WAyVA PROVIDED BY ELEVATIONS SHOWN RE PER IE LOT GRADING PRpPpSED BAKERSPL CCROSSING PHASE 2 THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE ¢ONSTRUCTION OF NOTE: THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION • WE DO NOT ACCEPT RESPONSIBILITY FORLISTFORCONSTRUCTION. ANY ERRORS THAT MAY OCCUR FROM THEALLBUILDINGINGSETETBACKLINESSHOWNHEREONISPERDATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES USE OF THE UNRECORDED / PROPOSED ONLY. THIS IS NOT A SURVEY PLAT THIS PLOT PLAN IS BASED ON. THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON ITHENORTHERLYLINEOFLOT20AS BEING N89'33*46- W PER PLAT. FIELD DATE:) SCALE: I" = 30 FEET APPROVED BY: WRM JOB NO. ASM39881 DRAWN BY: REVISED: ADO COVERED PMTO 2-26-03 JML PLAN 2-07-03 JML AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE IX PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED CALL) CALCULATED FNO FOUND C/W CONCRETEIE WALK S/W SIDEWALK CP CONCRETE PAD PB PLAT BOOK PGS PACES NG NATURAL GRADE SO. FT. SOUARE FEET MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PD PLANNED DEVELOPMENT G DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER ' CBW CONCRETE BLOCK WALL RP RADIUS POINT R RADIUS CS CONCRETE SLAB C CHORD LENGTH R/W RIGHT-OF-WAY ORB OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO 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. Z- 03 FOR 111E FIRM WILLIAM M SCATELLO JR. P M/40 8 DATE 41 MiTeke February 26, 2003 MiTek Industries Inc. MW North Ouler Forty Drive, Suile 300 Chesterfield, MO 63017 USA Fax (W) 377148 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 : 14535633) thru I4535664. Total : 32 drawings. Job :DR2289AP Builder :D.R. HORTON Location :STANDARD MODEL 2289, ELEV. A W/GABLE PORCH County :SEMINOLE /,L-'T Zc) Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 32 Truss drawing. 2) Truss Index. February 26, 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. f iLD TRUSS INIZEX OF JOB DR2289A Trusses included=32 0,"\DR2289AP\a.tre" 14535633 11l"\DR2289AP\al.tre" 14535634 2,"\DR2289AP\al1.tre" 14535635 3,"\DR2289AP\a1a.tre" 14535636 4,"\DR2289AP\a2.tre" 14535637 5,"\DR2289AP\a7.tre" 14535638 6,"\DR2289AP\a9.tre" 14535639 7,"\DR2289AP\agab.tre" 14535640 8,"\DR2289AP\b.tre" 14535641 9,"\DR2289AP\b1.tre" 14535642 10,"\DR2289AP\bb.tre" 14535643 11, \DR2289AP\bbgab.tre" 1 4535644 12,"\DR2289AP\bgabl.tre" 14535645 13,"\DR2289AP\e.tre" 14535646 14,"\DR22891,NP\egab.tre" 14535647 15,"\DR2289AP\j.tre" 14535648 16,"\DR2289AP\k.tre" 14535649 17,"\DR2289AP\ka.tre" 14535650 18,"\DR2289AP\l.tre" 14535651 19,"\DR2289AP\1a.tre" 14535652 20,"\DR2289AP\m.tre" 14535653 21,"\DR2289AP\ma.tre" 14535654 22,"\DR2289AP\mt.tre" 14535655 23,"\DR2289AP\pare" 14535656 24,"\DR2289AP\p7.tre" 14535657 25,"\DR2289AP\pgab.tre" 14535658 26,"\DR2289AP\pj.tre" 14535659 27,"\DR2289AP\pk.tre" 14535660 28,"\DR2289AP\p1.tre" 14535661 29,"\DR2289AP\pm.tre" 14535662 30,"\DR2289AP\psAre" 14535663 31,"\DR2289AP\s.tre" 14535664 No. 4.5161 ,t D 5 i O STATE OF = 2003 A WARNING - Ver(N design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. viiiiiii® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stablllty during construction Is the responsibility of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality conhoL storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•80 Bracing Specification, and HIS-91 M iTek® Handling Instolllnq and Bracing Recommendation available from Truss Plate Institute, 563 D'Onofrlo Drive. Madison, We 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 1/81, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2a other. 0 WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i „ ; ; Q joint and embed fully. Avoid knots and wane plates I/a" from outside edge of o_ a Vy at joint locations. truss and vertical web. a 4. Unless splicesotherwisenoted, locate chordsP/ 4oatIpanel length(+ 6" from adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THELOWEST JOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 46. TM PANEL 15. Care should be exercised In handling, , erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 NMRO,AFR® 1 ob I russ russtype ty y 14535633 DR2289AP A ROOF TRUSS 3 1 Job Referencetioa" V sFebr e Industries, e Febage 1-0-0 6.1-4 11-8-0 17-2-13 234-0 i { 1-" 6-14 5.6-12 5-6-12 6-1-3 Scale = 1:41.6 4x6 = 4 6.00 FI2 2x4 \\ 2x4 3 5 6 2 a 3x4 = 8 7 3x4 = 3x4 = 5x6 = 7-11-8 15-4-9 23.4-0 r 7.11.8 7.5-0 7-11-7 Plate Offsets : r2 0=0=0 0=01,750-2=0,0--0=151-fT:0-3.0,U-370 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.07 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 0.25 HOrz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 105 Ib 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 7-6-10 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 = 168(load case 4) Max Uplift 6 = -483(load case 5), 2=-563(load case 4) FORCES IN - 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 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 8; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 6 and 563 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.A451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. N6634 AwARNi - Ver(jy design parameters and READ NOTES ONTH73 AND REVERSE WDE BEFORE USE. Design valid for use only with MITek connectors. Thb design Is based only upon parameters shown, and Is for on tndMduol building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllty of the erector. Additional permanent bt1ti of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Spoclf catlon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss ftte Institute, 583 D'Onofrlo Drive, Modison, W153719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'i4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. a J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachTother. Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz , ;QZAO joint and embed fully. Avoid knots and wane plates/e" from outside edge of o a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from ca, u panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TORIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, Tw PAP erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM019, 019 HMRO,A/R0 N. 4 r Job Truss Truss Type ty y 2BE) A ELEV. W/ PORCH 14535634 DR2289AP Al ROOF TRUSS 1 1 Job Reference toptional) FL, TI s Fab 6 2003 Mvr rek Ind-strres, nc. Wed I-ebage 1 -1.0-0 6-2.12 it-" 19-5-12 1 23-4-01I 1-0-0 6-2.12 5-5-5 7-9-12 3-10-4 Scale = 1:42.1 4x8 11 4 6.00 F12 2x4 = 3 2x4 II 5 8 5x8 = `Q4 6 1 2 CC 3x4 3.00 12 7 3x4 = 5x6 = 9.10-0 19-4-0 19r-0 23.3-0 234.0iI 9-10-0 9-6-0 0-2-0 3-9-0 0-1-0 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) -0.12 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 FBC2001 1 st LC LL Min I/defl = 360 Weight: 104 Ib 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 5-9-8 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 = 168(load case 4) Max Uplift6 = -97(load case 6), 2=-471(load case 4), 7=-576(load case 5) Max Grav 6 =1 1 1(load case 7), 2 = 957(load case 1), 7 = 1293(1oad case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-2259, 3-4=-1612, 4.5=394, 5-6=363 BOT CHORD 2-8 = 2060, 7-8 = 938, 6-7 = -321 WEBS 3-8=-565, 4-8=1143, 4-7=-1590, 5-7=-421 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) 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, 471 lb uplift at joint 2 and 576 lb uplift at joint 7. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. LOAD CASE(S) Standard Junaidie Budiman, Lic.>J451 1 MiTek Induslies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Car A WARNING - VerVy deriyn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design b 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 b responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction If 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, OSS-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofflo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 0110- 13/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachC? Q other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q joint and embed fully. Avoid knots and wane plates/B" from outside edge of o a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP of /4 length(+ 6" fromcaC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 1, Camber is a non-structural consideration and MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. , PAPINEL T~ 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. • CLIP FORM016,019 onto- L O NYDRO,A/R ® 1 ' .4. r Job Truss trussType ty Py 2 SS ECEV/ PO CH 14535635 DR2289AP A11 ROOF TRUSS 1 1 f Job Reference to tionall D- s ustrres, nc. e eE6 b554—Z0 age 1.0-0 5-9-4 11-" 12-4-1 17-6-13 1 23-" 1 1 1 1 1 1.0-0 5-9.4 5-2-12 1.4-1 5-2-12 5-9-3 Scale = 1:41.4 4x6 = 4x6 = 4 5 6.00 12 3x6 i 3x6 3 6 To_ 7 2 1 Na I6 3x4 = , 11 10 9 8 3x4 = 2x4 11 3x4 = 5x6 = 2x4 11 5-9-4 11-0-0 12.4-1 17-6-13 23-4-0 i { 5-9-4 5-2-12 1.4.1 5-2-12 5-9-3 Plate Offsets -0-0;0 01, 15:0=3-1 2 6:: 0-1-81,[8-0620;0"0- -3- LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.08 10.11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Veft(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 FBC2001 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 7-5-6 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 = 161(load case 4) Max Uplift7=-4770oad case 5), 2=-559(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=34, 2-3=-1937, 3-4=-1357, 4-5=-1139, 5-6=-1358, 6-7=-1950 BOT CHORD 2-11 = 1639, 10-1 1 = 1639, 9-10 =1 139, 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 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCOL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 8; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 477 lb uplift at joint 7 and 559 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. N6634 AWARIYINO VerW deetyn READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. pananwters and Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is lot iotetal 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 Installlnq and Bracing RecommendationRavailablefromTruss ate Institute, 583 D'Onofrio Drive, Madison, WI63719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q O For 4 x 2 orientation, locate plates 1/8" from outside edge of 0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. 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 MfTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! WWI FORM018,019 - A#MRO,A11R0 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o 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, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. o russ Truss Type ty y 2s9 A ELEV. W/ PORCH 14535636 DR2289AP A1A ROOF TRUSS 6 1 t Job Reference to tional) s e r e n ustrres, nc. eFebage r •1-0-0 6-2-12 11-8-0 19.5-12 I 23-4-0 r I 1-0-0 6-2.12 5-5-5 1 7-9-12 3-10-4 Scale = 1:42.1 4x8 11 4 6.00 Fl2 2x4 = 3 2x4 II 5 8 5x8 = Q 6 2 Io-$ 3x6 -z: 3.00 Fl2 7 a 3x4 = Sx6 = 9-10-0 19.4-0 23-4-0 9-10-0 9-6-0 4-" LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) -0.18 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 0.69 Horz(TL) 0.17 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 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 4-10-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-7 REACTIONS (lb/size) 6 = 1081 /0-4-0, 2 = 1 172/0-4-0 Max Horz 2 = 168(load case 4) Max Uplift6 = -483(load case 5), 2=-563(1oad 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 = 1701 WEBS 3-8 =-532, 4-8 = 1533, 4-7 = 173, 5-7 =-356 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) 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 483 lb uplift at joint 6 and 563 lb uplift at joint 2. LOAD CASE(S) Standard I I Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Or % Suite 300 Chesterfield, MO, 63017 Cert.N6634 A WARNING - Ver(fy destyn parameters and READ NOTES ON THIS AND REVERSE SIDS BEFORE USE. Design valid tot use only with MITek connectots. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded verticaly. Applicability of design parametets and proper Incorpotatlon of component Is fesponslblllty of bullding designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Addtional temporary bracing to Insure stability duiing construction Is the tesponslblllly of the erectot. Additional permanent btacing of the ovetall structure Is the tesponslblltty of the building designer. Fot general guidance regaiding labrlcatlon, quality control, stotage, delivery, election and btacing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installing and Bracing Recommendation available ttom Platete Institute, 583 D'Onoftlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2Q other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - , ; ; Q joint and embed fully. Avoid knots and wane plates /a" from outside edge of a ti o_ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords IlcesP o at 1/4 panel length(' 6" from adjacent joint.) ce C, c6 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional y MiTek® engineer. . 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 aAMowNL HMRO.A/a® 1, s o russ russ ype ty y 14535637 DR2289AP A2 ROOF TRUSS 5 1 Job Reference (optional) V- 0-OD, FL, s e I e n ustrles, nc. a e 2663— age 6-2-12 11$-0 15-6-4 19-8-0 1.0.0 6-2-12 5-5-5 3-104 4-1-12 4x6 = Scale = 1:39.3 4 3x4 6.00 12 5 2x4 = 3 2x4 II 6 9 5x6 = ap NN N 2 8 1 3x4 3.00 123x4 % 7 3x4 ZZ 9-10-0 14.7.4 19-8-0 9-10-0 4-9-4 5-0-12 LOADING (psf) SPACING 2-0-0 CST DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) 0.12 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 FBC2001 1st LC LL Min I/defl = 360 Weight: 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 1001 /0-4-0, 7 = 910/0-4-0 Max Horz 2=256(load case 4) Max Uplift 2 = -494(load case 4), 7=-385(load case 5) FORCES (Ib) - 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 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCOL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) 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 494 lb uplift at joint 2 and 385 lb uplift at joint 7. LOAD CASE(S) Standard Junaidie Budiman, Lic.8451 1 MiTek Industies, Inc. 14515 North Outer Forty Orve Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARNING - Vef-Vy design paysameterss and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MRek connectots. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vettically• APplicoblBty of design parameters and piopet Incotpotation of component is iesponsiblity of building deslgnei - not truss deslgnet. Bracing shown is lot lateral support of Individual web membets only. Additional temporary bracing to Insure stability duiing construction is the responsibility of the eiectot. Additional petmonent btbcing of the overall structure is the iesponsiblllty of the building designer. Foi genetal guidance regarding labrkatlon, quality control, storage, dellvety, etection and bracing, consult OST-88 Ouallly Standard, DSB-89 Bracing Spectflcatlon, and HIB-91 Handling Installlnq and Bracing Recomm mondatlonavollobletioTrussPlate institute. 593 D'Onotrb Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION t 3/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate plates I/e" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke FORM016,019 HMRO-AIRO AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 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. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, TM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. 1 •, lob rus Truss ype ty y 89 A EUET-WrPORC 14535638 DR2289AP A7 ROOF TRUSS 1 1 t Job Reference to tionall sFebr e n ustrles, nc. e Feb 26 05:15:57 2003 Page 1-0-01 3-9-4 7-0-0 11-" 16-4-1 1 19-6-13 23-4-01 + 1-" 3.9-4 3-2-12 4-8-0 4-8-0 3-2-12 3.9-3 Scale = 1:41.2 Sx8 = 2x4 11 5x8 = 4 5 6 6.00 12 2x4 2x4 i 3 7 0 7 8 2 i to 3x8 = 11 10 9 3x8 = 3x4 = 5xB = 30 = 7-" 1141-0 16-4-1 23.4-0 i 1 i i 7-0-0 4-8-0 4-8-0 6-11-15 Plate Offsets :0$-0010 2 0-28 0 22-121,77:Oi 5-0-01, [10 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 0.69 Vert(LL) 0.22 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 0.31 HorzfTQ 0.11 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 122 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3.0-13 oc puffins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS Ilb/size) 8 = 2193/0-4-0, 2 = 2284/0-4-0 Max Horz 2 = 1 15(load case 4) Max Uplift8=-1224(load case 5), 2=-1304(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 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1224 lb uplift at joint 8 and 1304 lb uplift at joint 2. 5) Girder carries hip end with 7-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 602.71b down and 432.1Ib up at 16-4-1, and 603.21b down and 432.51b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASEISI Standard 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 Concentrated Loads (lb) Vert: 11=-603.2 9=-602.7 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. J16634 A WARNING - Verjfy design parameter* and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MITek connectors. this design Is based onty upon parameters shown, and b lot an Individual building component to be Installed and loaded veukolty. Applicability of design parameters and proper Incoiporallan of component Is iesponsibiBty of building designer - not truss designer. Btacing shown Is tot lateral supporl of Individual web members only. Additional temporary bracing to Insure stability duting construction Is the responsibility of the eteclor. Atltllllanal petmonent bracing of the ovetall shucfute Is the responsibility of the building designer. For genetal guidance tegarding lobtlaatlan, qualify controt storage, delNery, etectlan and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Rate Institute, SS3 D'Onoltla Dtive. Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachuc other. O WEBS , J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of o a _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsPlacesI14atpanellength(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTOTHE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® yengineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 HYDRO,AIR® l dbb russ Truss Type ty P y 289 ELEV PORCH 14535639 DR2289AP A9 ROOF TRUSS 1 1 r Job Reference to tional) b s a t o n ustrres, nc. e Feb 26 05:15:58 203-15—age--i 1-0-0 4-9-4 9-0-0 14-0-1 18.6-13 234-0 1-0-0 4-9-4 4-2.12 5-4.1 4-2-12 4.9-3 Scale = 1:41.4 4x6 = 4x8 = 4 5 6.00 12 2x4 2x4 i 3 6ZE d 0 7 2 i' lg 3x4 = 9 8 3x4 = 3x8 = 5x6 = 9-" 14-4-1 23-4-0 9-0-0 5-0-1 8-1 1.15 Plate Offsets r5-0- - -0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) -0.07 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 WS 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 1 1 1 Ib 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 7-4-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7 = 1081 /0-4-0, 2 = 1 172/0-4-0 Max Horz 2 = 138(load case 4) Max Uplift7 = -4560oad case 5), 2=-5360oad case 4) FORCES IN - 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 456 Ib uplift at joint 7 and 536 Ibupliftatjoint2. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Or vl Suite 300 Chesterfield, MO, 63017 d...w.sna. - .ervy aanyn paramcun and. ss nu nvs a vn snia nnu J%ZVZ1s-%Z auuc nssrvxc umc. —rm Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and b for an Individual building component to be Installed and $added vertically. Applicability of design parameters and proper Incorporation of component Is iesponsibilty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibllity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding lobrkat$an, quality control storage, delivery. erection and bracing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofr$a Drive, Madison, WI53710. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate L) plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. MiTeko General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 L @ HMRD,AIR® uo rus Truss ype ty y ECEPWTPORCH 14535640 DR2289AP AGAB ROOF TRUSS 1 1 r Job Reference to tional) s Feb 6 2003 Mi rek Industries, Inc. Wea Febage 1-0-0 5.2.4 9-10-0 i 14-5-12 I 19-" 20-8-0 i I i 1-0-0 5-24 4-7-12 4-7-12 5-2-4 1-0-0 Scale = 1:36.0 4x6 = 4 2x4 II 2x4 II 6.00 F12 2x4 2x4 i 2x4 II 3 5 2x4 11 2x4 11 x I x II 20 II 0 II 62IIxrl it yy7Id 2x4 ll 2x4 11 2x4 11 2x4 II 2x4 II 2x4 11 2x4 11 2x4 11 a3x4 = 3x4 = 5x8 = 9-10-0 19-8-0 9-10-0 9.10-0 Plate Offsets :6- - -0 01, [20:0- 0;0-0-01, [21:0-0-0, -0-01,[220 0,0-0=01, [2 0 0-0,0-0- 125:0-0.0,0-0.01,126:0.0-0,0.0-01 LOADING Ipsf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 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 FBC2001 1 st LC ILL Min I/defl = 360 Weight: 1 1 1 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 5-3.9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-9-2 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1000/0-4-0, 6 = 1000/0-4-0 Max Horz 2 = 137(load case 4) Max Uplift 2=-48611oad case 4), 6=-486(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8 = 1204, 6-8 = 1204 WEBS 3.8=-360, 4-8=531, 5-8=-360 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL=4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 486 lb uplift at joint 2 and 486 lb uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 AWARNINO V.,Vy design READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. pamnseters and Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertically. Appllcoblltty of design parameters and proper Incorporation of component Is responsibility of building deslgnet - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stablilly during construction b the responsibility of the elector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivefy, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recomm*ndatlon available from Truss Plate Institute. 593 D'Onof to Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC2Q other. WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , 3 ; ¢ joint and embed fully. Avoid knots and wane plates/a" from outside edge of c o_ a y V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesPat114length(+ 6" fromcepanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Comber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek0 engineer. 15. Care should be exercised In handling, 11PAPINEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 aw0-newt HMRO-AIR 0 Ji5b Truss russ ype ty y 2289 A—ECEVW/ PORCH 14535641 DR2289AP B ROOF TRUSS 5 1 Job Reference (opt ona ) s Feb 6 003 Mi rek Industries, Inc. Wed Febage 11 -0• 6-10-8 13-5-8 1 20-4-0 1 1-" 6-10-8 6-7-0 6.10.8 3x4= 6.00 12 5x8 i 7 3x4= a Scale = 1:61.7 6 I; 6 5x6 i 5 5x6 1- 4 8 2x4 II 9 3 9 3x8 % 1 2 10 3.00 r12 3x4 5x63x4i 4xs 11 6-10-8 1 13.5-8 1 204-0 22Z; 14i 6-10-8 6-7-0 6-10.8 0-1-14 Plate Offsets -2 O-4-81, [4:0-3-0;0-3• e , =6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) 0.11 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 0.78 Horz(TL) -0.03 6 n/a BCDL 10.0 Code FBC2001 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 puffins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 3-9-7 REACTIONS (lb/size) 6 = 1049/0-3-8, 2 = 1030/0-8-0 Max Horz 2 = 734(load case 4) Max Uplift6 = -704(load case 4), 2=-376(1oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-2334, 3-4=-2334, 4-5=-1273, 5-6=-1263, 6-7=-23, 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 NOTES 11 Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) 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 704 lb uplift at joint 6 and 376 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Junaidie Budiman, Lic./1451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 A VerVy design READ NOTES ONTJHS AND REVERSE SIDE BEPORE USE. WARMNO - parcmeters and Design valid for use only with MiTek connectors. This design b based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. AppllcobllBy of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lotefoi support of IndNlouol web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall shuclule Is the responsibility of the building designer. For general guidance regarding tobrloatlon, quality control storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSO-89 Bracing Specification, and HIB-91 WelkeInstalllnqandBracingRecommondallonovallo58blefromTrussPlateInstitute, 3 D'Onofrlo 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. A „ 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of a0trussandverticalweb. 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 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 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. mi! MiTeke O 6film`.@ FORM018,019 HYDRO,AIR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, TM erection and installation of trusses. IPE © 1993 Mitek Holdings, Inc. . o russ russ ype ty y FfC 14535642 DR2289AP Bi ROOF TRUSS 16 1 Job Reference to hesFebIeIndustries, nc. a F-eUM-0 003—Page rr1-0-01 5-7-13 1 11-0-3 ( 16-8-0 1-0-0 5-7-13 5-4-5 5-7-13 3x4= 7 Sxa - w/wedge Scale = 1:49.4 6 uso6.00 12 2x4 11 5 5x6 N 4 8 2x4 11 3 9 0 3x8 2 1 10 3.00 12 3x4 i 5x63x4i 4x6 11 5-7-13 1 11-0-3 1 16-8-0 16-f1r13 i 5-7-13 5-4-5 5-7-13 0-1-13 Plate Offsets 2:0=2-1,0=4=$1, 14::-0,0-3-01,18-0=3=3-Ecdgeei, [10:: -0,0-3-01 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.07 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Ven(TL) -0.12 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) -0.02 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 94 lb 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.213 BOT CHORD Rigid ceiling directly applied or 5-9-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 3-1-4 REACTIONS (lb/size) 6=877/0-3-8, 2=857/0-8-0 Max Horz 2=610(load case 4) Max Uplift 6 = -584(load case 4), 2=-317(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, 6-7=-23, 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 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) 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 584 lb uplift at joint 6 and 317 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNINO - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. mil® 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 vertloolly. Applicability of design parameters and proper Incorpofatlon of component is responslblilfy of building designer - not truss designer. Bracing shown is for loteral 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 fabrloatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachc2 other. O , J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o QZ:Cfi joint and embed fully. Avoid knots and wane plates I/B"from outside edge of o at joint locations. truss and vertical web. o 4, Unless otherwise noted, locate chordsplices at I/4 len th 6 fromurpanel adjacent oint. 9 (+ 1 joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15, Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 NMRO,AIR® oI russ russ ype ty y 2E$9 A ECEV / PORCH 14535643 R2289AP BIB ROOF TRUSS 1 1 Job Reference to tional) CC sFeb03 r e n ustries, nc. eFebage 1-0-0 7-" 1 14-7-0I 1-0-0 7-6-0 7.1-0 1 Scale = 1:27.3 4x6 = 4 6.00 ri2 5 3 7 6 5x6 = 2 3x4 i 3x4 1 3x4 i 3x4 3.00 F12 4x6 11 3x6 11 7-6-0 14-7-0 7-6-0 7.1-0 Plate Offsets [6:0-2-13,0-2-41 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) -0.08 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.10 7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 64 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 4-1.10, Right 2 X 4 SYP No.3 3.11-6 REACTIONS (lb/size) 6 = 679/0-3-0, 2 = 763/0-8-0 Max Horz 2 = 1 10(load case 4) Max Uplift6 = -299(load case 5), 2=-377(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1255, 3-4=-1255, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7 = 1125, 6-7 = 1 125 WEBS 4-7=690 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) 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 299 lb uplift at joint 6 and 377 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451li MiTek Industies, Inc. 14515 North Outer Forty Or v Suite 300 Chesterfield, MO, 63017 Cert.116634 A WARNING - VerVy design parameter and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. I® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Inslotled and loaded verticolN• 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 responsiblllty of the erector. Additional permanent btbcing of the overall structure is the responsibility of the building designer. For general guidance regarding tobrlootlon, quality control, storage, delivery, etecilon and bracing, consult GST-88 Duality Standard, OSB-80 Bracing SpocIfIcaflon, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI 53710. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 re-t'i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc: other. J5 3. Place plates on each face of truss at each ozFor4x2orientation, locate QjointZ and embed fully. Avoid knots and wane plates I/a" from outside edge of o a' V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesPuI/ 4at panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. PANEL TM 15. Core should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HMRO.AFR@ ob russ Truss ype ty y 89 14535644 DR2289AP BSGfB KINGPOST 1 1 1 Job Reference (optional) s Feb 6 2on3 miI e n ustrles, nc. e e age 7-" 1 14-7-0 1 1-0-0 7-6-0 7.1-0 Scale = 1:28.04x6 = 3 2x4 11 2x4 11 6.00 F12 2x4 II 2x4 114 2x4 11 5 2 l 2x4 11 2x4 11 2x4 11 2x4 11 3x4 3x4 6 3x4 = 2x4 II 2x4 11 3x6 II 7-6-0 14-7-0 i i 7-6-0 7-1-0 Plate Offsets -0-6•0141, [5:0-4-0,0-0-61 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(LL) -0.03 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.08 2.6 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 73 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-14 oc puffins. 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 Right 2 X 4 SYP No.3 3-11-2 REACTIONS (lb/size) 2=766/0-1-8, 5=682/0-1-8 Max Horz 2 = 1 13(foad case 4) Max Uplift2 = -378(load case 4), 5=-302(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-709, 3-4=-727, 4.5=-727 BOT CHORD 2-6 = 626, 5.6 = 626 WEBS 3.6 = 145 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 2 and 302 lb uplift at joint 5. LOAD CASE(S) Standard Junaidie Budiman, Lic.H451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. p6634 A Ver(fy desfyn READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. WARNING - parameters and Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporatlon 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, 0SB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Bocommenciaflon available from Truss Plate Institute, 593 D'Onofrlo Drive. Madison, WI 63719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. o WEBS JS cc3. Place plates on each face of truss at each For 4 x 2 orientation, locate 2: , ; Q joint and embed fully. Avoid knots and wane plates /a" from outside edge of V O V at joint locations. truss and vertical web. 0 o 4. Unless otherwise noted, locate chordsplicesI/ 4at panel length 6" from adjacentjoint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA rCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional , MiTek® engineer. , 15. Care should be exercised In handling, 11P TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 Gv o- HMRO,A/R Job Truss Truss I ype ty y 2 SSAELEV. W/ P6FiCH 14535645 DR2289AP BGA l MONO TRUSS 1 1 Job Reference (o tional) P, F- sFebI e Industries,Inc. eFebage r1.0.Oi 18.8-0 1-0-0 16.8-0 2x4 11 Scale = 1:51.1 11 2x4 II 1l1 2x4 II 9 6.00 12 2x4 II 8 2x4 11 7 2x4 11 6 2x4 II 5 5x6 i 4 3 2 1 3x4= - 19 - 18 17- 16- 15- 14 13 12 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 5x6 = 2x4 11 16.8-0 16-8-0 Plate sets-3-0;0-3-01,1 3:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 12 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 111 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 Harz 2=594(load case 4) Max Uplift 13 = - 1 24(load case 4), 12=-58(load case 4), 14=-135(load case 4), 15=-131(load case 4), 16=-132(load case 4), 17=-133(load case 4), 18=-127(load case 4), 19 = -1 96(1oad case 4) FORCES IIb) - 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 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 13, 58 lb uplift at joint 12, 135 lb uplift at joint 14, 131 lb uplift at joint 15, 132 lb uplift at joint 16, 133 lb uplift at joint 17, 127 lb uplift at joint 18 and 196 lb uplift at joint 19. LOAD CASE(S) Standard Junaidie Budiman, Lic.1/451 1 MiTek Industics, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARMNO - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with Mflek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and loaded vedicolty. Applicability of design parameters and ptopet Incoiporatlon of component is iesponslbllty of building designer - not truss deslgnet. Bracing shown is lot loteial support of Individual web membets only. Additional temporary bracing to Insure stability duting construction is the tesponslblilty of the eiectot. Additional permanent btbcing of the ovetall shuctute is the responsibility of the building designet. Fat genetal guidance tegaiding fobticatlon, quality conhol, storage, dellvety, erection and btactng, consull OST-68 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, W 153719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Miiek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c3 ccWEBS J5 0 0 Cr a ' UO a ce cr u 0O 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 401, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N; 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® T~ PANEL CLIP FORM016,019 NYDRO,AIR AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. - 1993 Mitek Holdings, Inc. rus Truss Type ty y 1ECEV CH 14535646 DR2289AP I- r ROOF TRUSS 2 1 Job Reference (optional) 5.060 s Feb 6 2003 mi rek Industries, Inc. Wed Febage 4-8-0 9-4-0 1 10.4-0 i 1-0-0 4-6-0 4.8-0 1.0-0 Scale = 1:18.8 4x6 = 3 6.00 ri2 4 2 Li 5 I 3x6 = 3x6 = 8 7 6 2x4 11 14-01 4-8-0 8-0-0 9-4.0 1.4-0 34-0 34-0 1-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.05 4 >348 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.09 1 > 138 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 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=-79(load case 5) Max Uplift8=-334(1oad case 4), 6=-334(load case 5) FORCES IN - 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 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 334 Ile uplift at joint 8 and 334 Ile uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic.a451 1 MiTek Industies, Inc. 14515 North Outer Forty Drve Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARNINO - Veriijy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with Mlfek 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 iesponsdblllty of building designer - not truss designee. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stabWty during construction is the tesponslblllty of the elector. AddBlonal permanent brbcing of the overall structure Is the responsibility of the building designer. Foe general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult CST-88 Quality Standard, OSB-89 Bracing Specification. and HIB-91 Handling Installing and Bracing Recommendallon available from Truss Plate Institute, 583 D'Onoftlo Delve, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2Q other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz , ; ; Q joint and embed fully. Avoid knots and wane plates I/B"from outside edge of o a ° v at joint locations. truss and vertical web. o 4. Unless otherwise noted, locate chordsplices at 1/4 len th 6 fromceupanel adjacent oint. 9 (+ 1 joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensionsPLATESIZEshownindicateminimumplatingrequirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional V MiTek® engineer. 15. Care should be exercised in handling, PANEL j~ erection and installation of trusses. 1993 Mitek Holdings, Inc. - CLIP FORM01 B.01 V HYDRO -AIR 0 1 ., J russ russ ype ty y A ELEV. W%PORCH 14535647 DR2289AP MAP ROOF TRUSS 1 1 Job Reference (o tial) s e r e c n ustrres, nc. one Feb 26-0516:04 2003 Page 0- 04-6-09-4-0 10-4-0 1- 0-0 4.8-04-" 1-0-0Scale = 1:18.8 4x6 = 3 6. 00 12 2x4 11 2x4 11 4 2 Li 5 Ig 2x4 11 6 2x4 11 2x4 11 2x4 = 2x4 = 4- 8-0 9-4-0 I4- 8-04-8-0Plate Offsets , [10:0-0-0,0-0-01 psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 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 FBC2001 1st LC LL Min I/defl = 360 Weight: 40lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2 = 51 1 /0-8-0, 4 = 51 1 /0-8-0 Max Horz 2=-79(load case 5) Max Uplift2=-271(load case 4), 4=-271(load case 5) FORCES ( Ib) - 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 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271 lb uplift at joint 2 and 271 Ib uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, Lic.k451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. p6634 A WARNING - Verify design pararrseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer • not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery. etecilon and bracing, contuff OST•88 Quality Standard, DSB•89 Bracing Specification, and HIS-91 Handling Inslalllnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotdo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other. 0 Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q o_ joint and embed fully. Avoid knots and wane at joint locations. plates I/a" from outside edge of a V truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at length(+ 6" fromCpanel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko FORM018,019 C ZA 0 MYDRO,III/R® TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. - 1993 Mitek Holdings, Inc. ob rus 1 russType ty y 14535648 DR2289AP , J ROOF TRUSS 6 1 Job Reference (optional) s Feb 6 003 mi rek Industries, Inc. Wed Febage r -t-0-0 I 7.0.0 — r r 1-0-0 7-0-0 3 Scale = 1:20.5 6.00 Fl2 2 1 4 2x4 = 7-" i 7-0-0 LOADING Ipsf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.25 1 > 58 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 242/Mechanical, 2=418/0-4-0, 4 = 68/Mechanical Max Horz 2 = 248(load case 5) Max Uplift3=-260(load case 5), 2=-137(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 34, 2-3 = 88 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL = 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 Ib uplift at joint 3 and 137 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. N 6634 A WARNING - Ver{ jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mfiek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation 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 stablilty during construction Is the responsibility of the erector. Additional permanent brDcing 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-80 Bracing Specification, and HID-91 Handling Installlnq and Bracing RecommwWatlon available from Truss Plate Institute. 593 D'Onofrio Drive, Madison, WI5371G. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. fie J2 J3 J4 owner and all other interested parties.. 8 TOP CHORDS 2. Cut members to bear tightly against eachczc3 other. 0 a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate iN Q o_ joint and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of a Itrussandverticalweb. a 4. Unless otherwise noted, locate chordsplices I14 ceC, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018. 019 HYDRO -AIR o russ Truss I ype ty y ELEV. W/ PORCH 14535649 DR2289AP , K ' ROOF TRUSS 3 1 Job Reference to tionall 5.uuu s Feb Lj zu 3 mi rek Industries, Inc. Wed Febage 1-0-0 5-0-0 3 Scale: 3/4'=1' 6.00 12 2 1 4 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.09 1 > 171 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 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 = 180(load case 5) Max Up1ift3=-183(load case 5), 2=-125(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 34, 2-3 = 60 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 Ib uplift at joint 3 and 125 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.A451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.1/6634 AWARN7NO - VerVy design parameters and READ NOTES ON THISAND REVERSE SIDE BEFORE USE. Design valid tot use only with MRek connectots. Thb design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vetticalty. AppOcablBty of design potometets and ptopet Incotpotatlon of component Is tesponsibility of building designer - not truss deslgnet. Bracing shown Is lot latetal support of Individual web member only. Additional temporaty btacing to Insure stability duting consltuctbn Is the tesponsiblltly of the erectot. Additional permanent btbcing of the ovetall structure Is the responsibility of the building designer. Fol generol guidance regaiding fabrication, quality control, storage, dellvery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlna and Bracing Recommendation ovolloble Isom Truss Plate Institute. 583 D'Onoftlo Drive. Madison, W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 Ja owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc c other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; ¢ joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a ' „ _ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at I/a panel length(+ 6" from adjacent joint.) ca C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility Of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional Y MiTek® engineer. 15. Care should be exercised In handling, PI PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 MYDRO,AIR0 Job rus Truss Type ty y 9—A—ELE . W/ PORCH 14535650 DR2289AP KA ROOF TRUSS 1 1 Job Reference tioal) gesFebIeIndustries, eFeb 54-0 5-0-0 2 Scale = 1:15.7 6.00 F12 1 3 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 0.34 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 FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) 1 = 224/0-4-0, 2 = 177/Mechanical, 3 = 48/Mechanical Max Horz 1 = 169(load case 5) Max Uplift =-73(load case 5), 2=-186(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 66 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCOL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL = 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 1 and 186 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. N6634 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectots. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vettloally. AppllcabMy of design parameters and piopet Incorpotatlon of component Is iesponslblBty of building designer - not truss designet. Bracing shown Is for lateral support of Individual web members only. Additional temporary btacing to Insure stability duting construction Is the tesponslblllty of the etectot. Additional permanent IoNcing of the ovetoll shuctute Is the tesponslblllty of the building designer. Foi general guidance tegotding tobticatlon, quality control, stotage, delivery, etectlon and btacing, consulf OST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installinq and Bracing Recommondatlon available hom Truss Plate Institute, 5B3 D'Onofrlo Dtive, Modson, WI 5371G. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachac3 other. O WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ;, k ; ; Q joint and embed fully. Avoid knots and wane plates/B" from outside edge of O at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords licesP114atpanellength(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design Is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, , TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 ago-NAa ® H , RD.AIR ® Job rus Truss Type ty y 89A ELEV. W/ PO C 14535651 DR2289AP . L ROOF TRUSS 3 1 Job Reference (o tional) s e 0 r e c n ustrles, nc. eFeb26 05:16:06 20age 1- 0-03-0-0Stale = 1:10.3 6. 00 FI2 2 1 4 2x4 — 3.0.0 I 3-" LOADING ( psf) TCLL 30.0 SPACING 2-0-0 Plates Increase 1.33 CSI TC 0.10 DEFL infloc) I/deft Vert(LL) n/a - n/a PLATES GRIP M1120 249/ 190 TCDL 7. 0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.01 1 >999 BCLL 0. 0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10. 0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/ size) 3 =82/Mechanical, 2 = 242/0-4-0, 4 = 28/Mechanical Max Horz 2 = 1 13(load case 5) Max Uplift3=- 105(load case 5), 2=-119(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2.3=30 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic. #4 5 11 i 1 MiTekIndusties, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.k6634 A&WARNINO - Ver(%y design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. nossawe Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is tot on Individual building component to be Installed and loaded vertically. Applk;abnhy of design patometets and proper Incotporatbn of component Is tesponslbllify of building deslgnet - not truss mill designet. BracingshownIstotbtetalsupportofIndividualwebmembetsonly. Additional tempotary btacing to Insure stability duting consrtuctlon b the tesponsibllify of the etectot. Additional permanent btiscing at the overall structure Is the responslblllly of the building deslgnet. Foi general guidance tegarding labrkotbn, quality control, stotoge, delNety, election and bracing, consull OST-88 Quality Standard, DS11-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available Isom Truss Plate Institute, 583 D'Onoftb Drlve, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 7- 0 Q 0 For 4 x 2 orientation, locate plates I/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018.019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® HMRO,AIR O AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. , 15. Care should be exercised In handling, TM erection and installation of trusses. ,. CLIPEI © 1993 Mitek Holdings, Inc. s Job rus truss type ty y 14535652 DR2289AP , LA ROOF TRUSS 1 1 Job Reference to tional) s e I e c n ustrres, nc. e Feb 26 05:16:07 2003 Page 3-0-0 3-0-0 Scale = 1:10.3 6.00 F12 1 3 2-= — 3-M I 3-M LOADING Ipsf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 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 FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 130/0-4-0, 2 = 103/Mechanical, 3 = 28/Mechanical Max Harz 1 = 102(load case 5) Max Uplift =-40(load case 5), 2=-110(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 39 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 110 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.p6634 AWARNING - V.Wy de+fpn pamnsirters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vedloalty. Appilcoblltty 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 bNcing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult QST-68 Qualify Standard, DSB-BV Bracing Specification, and HIS-91 Handling Installing and Bracing R*oommendaflon avolloble from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure To Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc c3 other. o WEBS JS Q 3. Place plates an each face of truss at each For 4 x 2 orientation, locate o ¢ joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of czi o_ d ' at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at 1/4 length(* 6" from paneladjacent joint,) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular Plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice Is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, _ I ZA 0 PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019 HMRMAIRO Job rus Truss Type ty y E W/ PORCH 14535653 6R2289AP M ROOF TRUSS 3 1 Job Reference (o tional) 6- sFebr e n ustrtes, nc.vvea I-en2b Ub: 16:07 2003 Page 3 Scale = 1:5.9 6.00 12 2 4 1-0-0 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Udell = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 =-1 1 /Mechanical, 2 = 17310-4-0, 4 = 10/Mechanical Max Horz 2=60(load case 4) Max Uplift 3=-2711oad case 5), 2=-127(load case 4) Max Grav 3 = 26(1oad case 4), 2 = 173(load case 1), 4 = 100oad case 1) FORCES 1Ib) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL=4.2psf; BCDL = 5.0psf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 127 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. t16634 A WARNINO - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. ApplIcablltty 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 responslblllly of the erector. Additional permanent bracing of the overall structure Is the responsibility of the bullding designer. For general guidance regarding fabrication, quality control storage, delivery, election and bracing, consult QST-88 Quality Standard, OSB-89 Bracing SpeeMleatlon, and HIB-91 Handling Irutalllnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofilo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. All TOP CHORDS 2. Cut members to bear tightly against eachaa other. o> 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 /s" from outside edge of L) O a ° V 0 at joint locations. truss and vertical web. o 4. Unless otherwise noted, locate chordsplices 1/ 4at panel len th 6" from adjacent oint. 9 (+ 1 joint.) ce C? u I BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. - 15. Care should be exercised In handling, r MM Tr PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 0AMO-MAIL NYDRO,AZR® Job I russ russType ty y 2 14535654 DF12289AP • MA ROOF TRUSS 1 1 Job Reference (optional) CCU-SPC - D-, s FebI ek riclustries, Inc. Wed Feb5: 16:08-2003—Page 2 1-0-0 6.00 12 Scale = 1:5.9 C. d 3 1-0-0 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CST DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.01 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 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=36(load case 5) Max Uplift =-13(load case 5), 2=-38(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1.2 = 14 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 38 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 5 11 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 AWARNINO - VerW dssrfpn parameters and READ NOTES oN THTS AND REVERSE SIDE BEFORE USE. Design void tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Addltlanol temporary bracing to Insure stability during construction b the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fobricatlan, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO.89 Bracing Specification, and HIB-91 Handling Installing and Bracing Becommsndallon available from Truss Plate Institute, 593 D'Onoftla Drive. Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 113/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2Q other. O WEBS . J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o -N Q joint and embed fully. Avoid knots and wane plates I/8"from outside edge of o_ a ° u at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices Iat /4 panel length(+ 6" from adjacent joint.) caC, u BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 x 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 401unlessotherwisenoted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, r TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016, 019 NMRO,A/R® W i •, Job rus truss type Oty y 2289 A ELEV. WTPORC 14535655 R2289AP . MT MONO TRUSS 10 1 Job Reference to tionall s e I e n ustries, nc. e Feb 26 05:16:08age 2-6-0 -- --- - - _ 2x4 II 1-0-0 2-6.0 3 Scale = 1:9.2 6.00 12 A 2 LX d 1 2x4 = 42x4 II 2-6-0 i 2-6-0 LOADING (psf) SPACING 2-0-0 CST DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 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 FBC2001 1st LC LL Min I/defl = 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 (Ib/size) 2=191/0-1-8, 4=108/0-1-8 Max Harz 2 = 1 18(load case 4) Max Uplift2 = - 1 07(load case 4), 4=-78(load case 4) FORCES IN - First Load Case Only TOP CHORD 1-2 =17, 2-3 = 0, 3-4 =-85 BOT CHORD 2-4=0 NOTES 11 Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCOL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) 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 107 lb uplift at joint 2 and 78 lb uplift at joint 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr ti Suite 300 Chesterfield, MO, 63017 Cer . 663 A%WARNING - VerW deefgn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Q9 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 bull ding designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponsiblllty of the erector. AddBbnal permanent bracing of the overall structure is the responsibility of the building designer. For genetal guidance regarding tabrbatbn, quality control, storage, delivery, erection and bracing, consult OST-88 Qualify Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installlna and Bracing Recommendation available from Ttuu Plate Institute, SB3 D'Onofrb Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 17-1 0 Q 0 For 4 x 2 orientation, locate X plates I/8" from outside edge of 0trussandverticalweb. 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 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Ji J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA iCB 17.08 Indicates location of required 401 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko FORM018,019 #fMRO,A/R0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, r TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job rus Truss Type ty y V. W/ PORCH 14535657 DR2289AP P7 ROOF TRUSS 1 1 Job Reference (o tional) s e I e n ustrles, nc. eFebage 4-0-8 I 7-0-0 to-0-0 12-11.8 17-0-0 tam1 1.0-0 4-0-8 2.11-8 3.0.0 2-11-8 4-0-8 1-0-0 Scale = 1:31.5 6x10 = 5x10 = 3.00 F12 4 5 2x4 ZZ 20 ; 3Ji 6 2 7 N 0 6I I6A 3x8 = 10 9 3x8 = 3x8 = 5x6 = 7-0-0 10-0-0 17-0-0 7-0-0 3-0-0 7-0-0 Plate Offsets -41, [5:0-3-4,0-3-01, [7:0-3 0-1-8 , [9:0=3=0, LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.61 Vert(LL) 0.31 9 >628 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.39 9 > 506 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.10 7 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 75 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 2-9-13 oc purlins. 4-5 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-7-15 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* 2-9 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1633/0.8-0, 7=1633/0-8-0 Max Horz 2=-51(load case 5) Max Uplift2=-1012(load case 2), 7=-1012(Ioad case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 9, 2-3 = -4930, 3-4=-4803, 4-5 = -4736, 5-6 = -4803, 6-7 = -4930, 7.8 = 9 BOT CHORD 2-10=4745, 9-10=4736, 7-9=4745 WEBS 3-10=-76, 4-10=753, 5-10=-0, 5-9=753, 6-9=-76 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1 .33 plate grip DOL= 1 .33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1012 Ib uplift at joint 2 and 1012 Ib uplift at joint 7. 5) Girder carries hip end with 7-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 432.51b up at 10-0.0, and 603.21b down and 432.51b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-5=-160.3, 5-8=-74.0, 2-10=-20.0, 9.10=-43.3, 7-9=-20.0 Concentrated Loads (lb) Vert: 9 = -603.2 10 = -603.2 Junaidie Budiman, Lic.#451 G 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. //6634 A READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. WARNING - VerM dssiyn parunwterr and Design valid for use only with MITek connectors. This design k based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. AppBcoblitty 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 boating of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delvety, erection and bracing, consult QST•88 Quality Standard, OSB-89 Bracing Specification, and HIS-91 Handling Installlnq and Bracing Rocommendatlon available from Truss Plate Institute, 583 D'Onottlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 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 cu c3 WEBS JS o Q O a ' UO a ce cr .1 r0 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 401, 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 FORM016,019 HMPO,A/R® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, • 15. Care should be exercised in handling, erection and installation of trusses. .. 1993 Mitek Holdings, Inc. Job I russ russ I ype JUNAIDIE BUDIMAN PE #45161 ty Ply ORTON 2289 A 16472 Segovia Cir. N. 12177537 DR2289A' FG23A FLOOR Pembroke Pines, FI 33331-4627. 1 2 optional) A A- r e Industries,Inc. sAug I e Industries,Inc. a Mar age 1 3-11-0 7-8-4 11-5-8 15-2-12 19-0-0 , 22-11-0 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Scale = 1:39. 5x6 = 2x4 II 5x6 = 2x4 11 4x8 = 2x4 II 4x6 = 1 2 3 4 5 6 7 13 12 11 10 159 8 3x6 II 5x8 = 2x4 11 4x6 = 7x8 - 4x10 = 3x6 II 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 Plate Offsets ): 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Udell 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/deft = 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.20, 7-9 2 X 4 SYP No.2D REACTIONS (lb/size) 14 = 1378/0-6-0, 8 =1859/Mechanical FORCES (lb) - 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 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(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 757.01b down at 18-8-0 on bottom chord. CC pr/^ Design for unspecified connection(s) is delegated to the building designer. `DiG 137) 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 (pit) i0.45161Vert: 1-7=-100.0, 8-14=-10.0 Concentrated Loads (Ib) Vert: 15=-757.0 y i SPATE OF% fOff% A(... 0 S NAL March 13,2002 d S ON TARNAWJNO ; Ve ffg daWlin pamnWerir and RBAD 1/OTBHIS AND °RBVERSBSIDE BE"R8; . U8$v_ ! , . ^, ; v - i Y s ®•' •,- Oeibn ' valki for use only' wffh MITek corineclors. Thb deslgn.is based only•upon7pufameteis shown, ancrb iorYan.lridivid. ftbuBtlinpicomponeni o_be j • r r:I WVistolledandbdded-i eWlealty. APPI066111ty of design pdrametets and Proper Incoiporotbn of component b ie`fs rsiblilfyoT allcllnp designer . not ifuss •i.: s j Q designer. Bracing shown`b'fof lateral support of Individual web members only. Additional temporary bracing to'hsufe•s1ablBty.duringconstruction B the,, ^•Nrt7?F. <, A ' A.:;tesponsibllity of the etectw Addltbnal permanent bfbeing of the overall structure bathe responsibility of theTbuOding designer. For general guklance4e ASregotdln9fabrication, quality contfol, storage, detivery, erection and bracing, consult OST-88 Quality Standard. OSS-89 Brc:411 'SpecMlcatlon, and HIB-91 M iT® HandlingInstalllnaandBracingRocommendatlonavailablefromTrussPlateInstitute. 583 D'Onofrla Drive, Madison, WI53719. ek r- • t, Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t1 4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachc a other. J5 WEBSa:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i V , ; LQ joint and embed fully. Avoid knots and wane plates I/8" from outside edge Of L) O a u at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesp o at I /4 panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Mi! 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 PI TM erection and installation of trusses. 1993 Mitek Holdings, Inc. . FOR OIB "V, 4CLIP 0Ardo-w.oa Q HYDRO,AURO Job I russ truss type ty y JUNAIDIE BUDIMAN PE #45161 12177535 DR2289A' • FG19 FLOOR 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331.4627. optional) A- r e Industries,Inc. sAug I e Industries,Inc. a Mar age 3-4-0 6-6-4 9-8-8 12-10-12 ,__ __16-1-0 , 19-5-0 , 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Scale 1:33.3 2x4 II 5x6 - 2x4 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 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Plate Offsets[10:0-4-0,0-4-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.46 10-11 >495 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.63 10-11 >360 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 480 Weight: 102 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-5 oc purlins, except end verticals. BOT 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 5-41 11 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 17DkF- Concentrated Loads (Ile) Vert: 15=-564.0 F% No. 4.5161 STATE OF o R 1,00 ANAL March 13,2002 W,,,,. ArR.lRxtxa - v..jjy a..iyn pa and READ ivoraS ON rais.Um teVERSA sme sf QRa,ilse., -. - . 3 yam hrADesign>valkl tot.us¢•oril, A- h Mffek 06iY ' etors, ibis des6n is based oNy, upon-pafcrneters shown, agd'6tor':on'Indhiiiivat btiMding componerPl to tilristClledandbodedvertleolly.-Applido of desgn palametero and proper Ineoipoiatbn''of component isieiponslblltfy of ulldlnq•ilestgrier designer. Bracing shown is fof lateral support -of Individual web members only. Additional temporary bracing to Insule.stablilty,dudng constiuctbnrb;lhea 4• , iesponsibllity of the erector.Atldltbnal•permanent brbclnq of the overall sbucture=Is, the —responsibility—of the bullding;detgner.-For 'general guldanaipr" l tegaiding tabrbatbn, quality control. storage, delivery, erection and bracing, consull OB7•88 OualMy Standard, osveq Br6clnq-specification. and HIB-91 M iTek® Handling Installlna and Bracing Rr commonciatlon available from Truss Plate Institute, 683 WOnofrb Drive, Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION 1 i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A., ,A„ 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge -of a0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Jolnt/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHESTTOTHE 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 U Im! 0 MiTek° j,General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joirTt and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1 /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. 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. FORMOIB.OIV s . . fk NMRO-A/R o ruse I Fuss I yp e Qty y RCH 14535656 DR2280AP P QUEENPOST 3 1 SPA Job Reference toptional) s Feb 6 2003 Mi ek Industries, Inc. Wed Febage s• 4-44 B-6-0 12-7-12 1 17-04) 18-0-01 1-0-0 4-44 4-1-12 4-1-12 4-44 1 1 1-0-0 Scale: 3/8'=1' 4x6 = 4 6.00 12 2x4 2x4 i 3 5 2 6 7 1 3x4 = 8 3x4 = 5x8 = 8-6-0 17-0-0 8.6-0 8.6-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.23 Vert(LL) 0.03 6-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.10 2-8 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udell = 360 Weight: 77 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9.6-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=871/0-8-0, 6=871/0-8-0 Max Horz 2 = 1 17(load case 4) Max Uplift 2 = -435(load case 4), 6=-435(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=23, 2-3=-1169, 3-4=-900, 4-5=-900, 5-6=-1169, 6-7=23 BOT CHORD 2-8 = 964, 6-8 = 964 WEBS 3-8=-251, 4-8=417, 5-8=-251 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCOL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 2 and 435 lb uplift at joint 6. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr v Suite 300 Chesterfield, MO, 63017 Cert. N6634 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mffek connectors. this design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is iesponslblltty 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 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 CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installlna RandBracingRecommendationavailablefromTrussate Institute. 583 D'Onofrb Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. B J2 J3 J4 owner and all other interested parties.. TOP CHORDS c3 2. Cut members to bear tightly against eachc2 other. O WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O Q o joint and embed fully. Avoid knots and wane at joint locations. lapplates I/e" from outside edge of a y truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from paneladjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. MRek/ Gang-Nall Joint/Plate Placement Chart. 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. Uwu MiTeke C TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. - 15. Care should be exercised In handling, ;. erection and installation of trusses. r 1993 Mitek Holdings, Inc. FORM018, 019 NMRO,A/R o jKuss Truss Type ty y r 14535658 DR2289AP. T'GAB QUEENPOST 1 1 Job Reference (optional) 5.000 s Feb 6 2003 Mi e c Industries, Inc. Wed Feb2a03 Page 4.4.4 8-6-0 1 12.7-12 1 17-" { 18.0.0 i { i 1-0-0 4-4-4 4-1-12 4.1-12 4-44 1-" Scale: 3/8"=1' 4x6 = 4 2x4 II 2x4 11 6.00 Fi2 7x8 i 7x8 3 5 2x4 2x4 11 o 2 II x 11 6 x 1 Li 0 Io 2x4 11 2x4 II 2x4 11 2x4 11 2x4 11 2x4 1183x4 = 3x4 = 5x8 = 8-6-0 17-" B-6-0 8-6-0 Plate Offsets -4 0- -01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.23 Vert(LL) 0.03 6-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.10 2-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC ILL Min I/defl = 360 Weight: 96 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 871 /0.8.0, 6 = 871/0-8-0 Max Horz 2 = 117fload case 4) Max Uplift2 = -435(load case 4), 6=-435(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=23, 2-3=-1169, 3-4=-900, 4-5=-900, 5-6=-1169, 6-7=23 BOT CHORD 2-8=964, 6-8=964 WEBS 3-8=-251, 4-8=417, 5-8=-251 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1 .33 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 Ib uplift at joint 2 and 435 lb uplift at joint 6. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. N6634 READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. to WARNING - VerVy design paru ncit rst and Design valid tot use only with Mllek connectors. this design is based only upon parameters shown, and Is lot an individual building component to be Installed and loaded vertically. Applicability of design parameters and propet Incotporatlon of component It iesponsibluty of building deslgnet - not truss designer. Bracing shown Is for loteral support of Individual web members only. Additional temporary btacing to Insure stability duting conshuctlon Is the responslbillty of the etectot. Additional petmonent bracing of the overall structure Is the iesponslblilty of the building designer. Fot general guidance tegarding tabricatbn, quality control, storage, delivery, erection and biocing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Insfalllnq and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrlo Drive, Madison, Wl53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/e" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS u Q cc WEBS JS CL O a ca cr ce ,O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" 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® 1t 0 TM PANEL CLIP FORM018.019 GANG-PAAM NMRO,A11R® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /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, e ' erection and installation of trusses. .t 1993 Mitek Holdings, Inc. . 23-4- 8- D I D I n 13-4-0 BRG. IN ENTRY I 9-4-0 ' 19-8-0 5-4- 1 -0-0 ALL BEARING WALLS TO BE PLACED J. L 1 PLY HGk I C TI C E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. I I , 6 2 PLY HGR. ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/.HANGSI WALLS SHOWN ARE TO BE BEARING.. lL 3 PLY HGR. SIGNED APPROVAL• X JOB NUMBER: DR2289AP DATE: 2-26-03 PITCH: LOAD:SHINGLES CCU SPAN CUSTOMER: D.R. HORTON 6• H: 12" A07-321-14: BY: T.H JOB NAME: 2289 "A" ELEV. W/ PORCH (GABLE) BRG: BLOCK 0 I 0 I N