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339 Appaloosa Ct - BR03-002917 - SFR
PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION QJ& C) PERMIT # 61 ' A 0 DATE PERMIT DESCRIPTION _ %of: f440. PERMIT VALUATION b`0168 SQUARE FOOTAGE D I &4cr d d En U) I em CERTIFICATE OF OCCUPANCY / COMPLETION This is to -certify that the building located at 339 APPALOOSA CT for which permit 03-00002917 has heretofore been issued on 10/08/03 has been completed according to plans and specifications filed in the office of the Building Official prio to the issuance of said building permit, to wit as complies with all the building, plumbing, el trical, 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 APPRO L DATE APPROVAL BUILDING: FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Waterewer Lines In -A •Okl Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: J Street Drainage -\ > e,,. Paved Maintenance, Bond PUBLIC WORKS: Street Name Signs 'W\-Oy S, o 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 AMOUNT 11 18 03 12/11/03 10/08/03 12/16/03 11/03/03 10/08/03 10/08/03 10/08/03 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 339 APPALOOSA CT for which permit 03-00002917 has heretofore been issued on 10/08/03 has been completed according to planA and specifications filed in the office of the Building Off*11 pri r to the issuance of said building permit, to wit as _ _ "a a complies with all the building, plumbing, el ctrical, 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 u i-'Rz1a7 v—ze ' 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 10/08/03 279.61 10/08/03 91.93 10/08/03 13.92 10/08/03 847.00 10/'U6/1V3 l . JS 10/08/03 1384.00 10/08/03 650.00 10/08/03 1700.00 OWNER BUILDING O CIAL DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: --), • a i1 ADDRESS: 3 CONTRACTOR: N 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. Engineerin L he Public Works 1 Utilities Fire n Its Zoning r-, 1 A Licensing r\ \ A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCYW/ O 3-7g39 REQUEST FOR FINAL INSPECTION UP i SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ' • a 1 ADDRESS: 3 CONTRACTOR: \ l P 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. OEngineering lic Works Utilities Fire r A MoNS= 114lo3 JItr1ZoningOLicensing , r\ 1 A CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) i i i i i I I CERTIFCATE OF OCCUPANCY a,,,,,; REQUEST FOR FINAL INSPECTION1*1 vs • 1 1 1 1 1 1 1 1 1 1 SINGLE FAMILY RESIDENCE**** DATE: q 1. PERMIT #: ' • a i1 =: 3; ADDRESS: CONTRAC' V , t 1 W I yl I raa„ 4J c I I w a Ct a -c PHONE #: y`1- 8 3 a- y V The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire n IN Public Works OZoning 1 A tilit•es OLicensing , A CONDITIONS: (TO BE C4P AD ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company use: BUILDING OWNER'S NAME Policy Number, D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 339 APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 106, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): No - aa' - ##.N#P or aa.####wwu##° NAD 1927 NAD 1983 USGS Ouad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRMINDEX DATE EFFECTNE6tEVISED DATE B8. FLOOD ZONE(S) Zane AD, use depth of bodkV) 1202940045 E 4/17,95 4/17195 A 24.6 810. Indicate the source of the Base Flood Elevation (BFE) data orbase flood depth entered in B9. FIS Profile FIRM Community Detemrined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): 1312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when oonstruction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar tothe building for which thiscertificate is beingcompleted - see pages 6 and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) - C3. Elevations — Zones Al AM, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, AR/AH, ARIAO Complete Items C3.-a4 below aocording to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used forthe BFE in Section B, convert the datum to that used for the BFE Show fieldmeasurements and datumconversion calculation. Use the space provided or the Cornme nts areaof Section D or Section G, as appropriate, to document the datum conversion. Datum NGVIY29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear onthe FIRM? Yes ®No o a) Top of bottom floor (ndudng basement or enclosure) 28. 4 ft(m) o b) Top of next higher floor p 37.9 ft(m) co o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft(m) 13.8 o d) Attached garage (top Hof slab) 27. 9 ft(m) w oe) Lowest elevation of machinery and/or equipment m servicing the building (Describe in a Comments area) 27.9 ft(m) E o f) Lowest adjacent (finished) grade (LAG) 27.2 ft(m) m o g) Highest adjacent (finished) grade (HAG) 27. 7 ft(m) d o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) 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. M I certify that the information in Sections A, l3, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fineor imprisonment under 18 U.S. Code, Section 1001. n CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 N TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE 7JP CODE DATE TELEPHONE FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Secdon A. ForInsurance CampanyUse: BUILDING STREET ADDRESS (Indudung Apt, Unit. Suit, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. PorryAimber 339 APPALOOSA COURT Cm' STATE ZIP CODE Canipany NAIC NumberSANFORDR. 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E ISANA/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zane AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting infomlation for a LOMA or LOMR-F, Section C must be completed. Ell. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch orphotograph.) E2. The top ofthe bottom floor (inducing basement or enclosure) of the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6$ with openings (seepage4 the next higher floor or elevated floor (elevation b) dthe building is _ ft.(m) _in.(an) above the highest adjaoe nt grade. Complete items C3.h and C3.ion front ofform. E4. The top of the platform of machinery andlor equipment servicing the building is _ ft.(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For ZoneAO only: If noflooddepth number is available, is the top of the bottom floor elevated in accordancewith 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 ownerorowner's authorizedrepresentative who completes SectionsA B, C (Items C3.h and C3.i only), and E forZane A (without aFEMA4ssued or community - issued BFE) orZone AO must sign here. The statements in Sections A B G and Eare correct to the best ofmy 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 law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section Cwas taken from other documentation thathas been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation infomnation. (Indicate the source and date of the elevation data inthe Comments area below.) GZ A community official completed Section E for a building located in Zone A (without a FEMA4ssued orcommunity4ssued BFE) or ZoneAO. G3. The following iri mnatio n (Items G4-G9) is provided for community floodplain management purposes. G8. Elevation of as -built lowest floor (including basement) of the building is: — _fL(m) Datum: G9. BFE or (in Zone AO) depth offlooding at the building site is: — _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT -OF ' SURVEY DESCRIPTION: (AS FURNISHED) LOT 106, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: CERTIFIED TO AND FOR THE THE FINISHED FLOOR ELEVATION OF THIS EXCLUSIVE USE OF: STRUCTURE MEETS OR EXCEEDS THE D.R.H. TITLE COMPANY OF FLORIDA INC. THE REOUIREMENTS SET FORTH IN THE FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). FERNANDO GOMEZ SIGNATURE FINANCIAL, INC. P N_90'00'00 W A PI 25.00' C, n N 1 o rcdwl of Oo b g o I o YO ZO o 4Z PI LUSITANA WAY o O pl o - r1 o 40 ous W O Q0 O :... O Q O O Z o _N90'00'00"W 0 25.00'- o \ j ool2s II oa 3 z I I J O W 1 Z = UV I PT NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 02-6-04, UNLESS OTHERWISE SHOWN. I1 25.5' L i 2'.2' 1 TYP 1 I i 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WIIHOUT THE SIGNATURE AND THC ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4117195 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON ITHEEASTERLYLINEOFLOT106AS BEING S00.18'49"W PER PLAT. FIELD DATE:) 10-16-03 SCALE: 1 = 30 FEET APPROVED BY: SJ REVISED: LOT 105 S89'41'11 "E N t` ri 3' A/C PAD 1 z•'• COVERED ENTRY TWO STORY CONCRETE BLOCK do WOOD FRAME RESIDENCE FINISH FLOOR ELEVATION=28.41 45.0' n I^ N89'41'11 "W LOT 107 120.70' LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 28. EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L13p6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 1" = 30' GRAPHIC SCALE 0 15 30 W Z Q Inv) - Q 00 w a In O J f— F > T_ o n 0 0' mD_ J O Ly In Q FND NAIL AND DISC LB #6393 (02/06/04) FND 1/2"IRON ROD AND CAP LB #6393 (02/06/04) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OI IU OVERHEAD UTILITY L114E ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE! CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA 2- 110+ ASM42410 FINAL 2-6-04 CKBJOBNO. FORMBOARD 10-31-03 CKB DRAWN BY: PLOT PLAN 08/28/03 SOO FOR THE MULCATELL0 JR. PSTA#49213 DA r-- 10-03-203 9:S2AM FROM W Permit # :1,: Job Address: Description of Work: Historic District: CITY OF SANFORD PER!Arr APPLICATION Zoning: Value of Work: S _ ,-5140,- Ora `--_ rat qq Permit Type: Building Electrical J Mechtnical Plumbing Fire SpriAMer/Alartn Pool Electrical: New Service — # of AMPS Addidon/Alteration Change of Service Temporary Pole Mechanical; Residential Non -Residential Replacement New (Duct Layout & F.tttcrgy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for otL3cr than X) Parcel d; Owners ,Name & Address: '2), R Attach Proof of Ownership & Legal Descriptio Contractor Name ,& Address: s State License Number: Phone & Far:S/O)-fp.? Cfact Person: .x;' Phone: Bonding Company: Address: Mortgage Lendcr: Address: Architect/ Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. i certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK. PLUMBfNG, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS. ctc. OWNEB' S AFFIDA Vlj: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicahic law. regulauny constructionandZoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT iN Yr ml PAYINC TWiCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDP.R OK AN ATTORNEY BEFORE, RECORDING YOUR NOTICE OF COMMENCEMENT, L4 TKE: In addition to the requirement.: of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal ngencics. Acceptance of permitis verification that I will notify the owner of the property of therequirements of Florida Lien Law, FS 713. icnaturc of Contractor/Afeu Datc Print Cron ctor/Agent's Name i/ s/ nature o ry-Brett of Florida Uate 010 Bonny G Lopan Owner/ agent is _Personally Known to Me or Contractor/Agent is _AZI'crnonally Known to Me or MY CommlSSlon DD201551 P:educed IU Produced ID _ or nW Eupire5 May 17 2007 APPLICATION APPROVED BY: Bldq: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (initial & Date) (Initial & Date) Signature of Owner/ARenr Print Owner/Agent's Namc Date Sigtureor vUiary-StateofI*lurid 3 Date Special Conditions: CITI' OF SANFORD 1'1:Rh11T APPLICATION ll Permit It : O —Z/9 I Dale: 1 ' D( Job Address: CI /1 G171C. a Ja (4— Dcscriptiun of Work: Historic District: "Zoning: Value of Work: S L Permit Type: Building Electrical Mechanical Plumbing hire Sprinkler/Alarm Pool Electrical: New Service —11 of AMPS AdditiordAltcration Change of Service 'I•cnlporary Pole Mechanical: Residential Non -Residential _ Plumbing/ New Contrnercial: # of Fixtures Plumbing/ New Residential: 11 of Water Closets _ Occupancy Type: Residential Commercial Construction Type: 4 of Stories: Replacement New (Duct Layout Energy Calc. Required) N of Water &. Sewer Lines it of Gas Lines Industrial _ 11 of Dwelling Units 7 Z Plumbing Repair — Residential or Commercial Total Square Footage: Flood Lone: (FLAIA form required for other than X) Parcel N: 11 ( Attach Proof of Ownership & Legal Description) Owners Name & Address: ADVANTAGE PLUMBING, INC. plao„c: Contractor Name & AddRs0. BOX 620027 p OVIEDO} F 4 366899RIUA ' - State License Number: C — J' - p e Phone & Fax: Contact Person: (A'— , 1'Iypactr pVG, INC. Bonding Company: ItWv p BOX 620027 Address: Mortgage Lender: Address: j Architect/Enginecr: Address: I' laonc: Fax: Application is•hcrcby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. 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 COMMENCEMENTMAY RESULTIN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management dis cis, state agencies, or federal agencies. Acceptance of permit is verification that l will notify the owner of the property of the requirements of Flori a cn . FS 713. U Signature of Owner/ Agent Date Signature of Contraactor/Ageennt atc N J trr_ r 1Print Owncr/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg: Initial &: Date) Special Conditions: Zoning: j I / OL?' o3- Signature of Notary -State of Florida Date MARTHA Y. HALL Notary Public, State of Florida Contractor/Agent is PcrsonJ- 4K'Q & AQt Feb. 1, 2008 Produced ID Comm. No. DD 258139 Initial & Date) Utilities: FD: Initial & Datc) ( Initial & Date) THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05052`PG 1526 CLERKS # 2003181214 RECORDED 10/08/2003 10t55t09 AN RECORDING FEES 6.00 RECt)RI)FD BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of propertyy: Lot(s) 85, 103, 104, 105, and 106 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Ex 'ration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inc 0 by: o ert A. La4sofi—,Wistant secretaryCorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this V/ day of 02003byRobertA. Lawson, Assistant Secretary of D.R. Horton, Inc., aTTelaware Corporation, on e a o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFIC PATRICIA COULTONNOTARYPUBLICSATEOFFLORIDACOMMISSIONNO. DD134330MYCOMMLSSIONEXP. ULY26,2006 Notary Seal CERTIFIED COPY MARYANNE MOR6E OLERK OF CIRCUIT OUn oSEncrr p Ut-rgrTyA , Cglr OCT 0 8 2W3 AUTO ff WMAK. UW I V Yj WTI i .1. C I 110: 400A it MOSS* AMN T Vow I-M! 1 "17 -01 TIA-1 I N-n-f-of Th E MY L OW unit 0 Y05.00 0 dal VOW 0 142.00 1 0 ToW.W, W A No..W) I.X Owl UnU 03,004.00 1 1,1114 &Y WOM a FAILAW: MY 11AUX M YcOn LWAMW 752 1M PLA. 001% K is UK (M WIVOW") WAY 0: 1 to 13 n Wfv:k 1.4 f 07 W; OK 511: PA..OR YU I.M2MCIV M, A S M. MKII WOMY f WIT MY WATITT W *W 404ILMY, 102 GOW Y.: . C; I CC.* T 1143 02, low 5AIM), TiquOTMOM WWWO 7AMW v fl: 5 SLOW vc. V% NOW 10 2 1) Jv :71 DO; r117PLIP: T TO SKYA 115 CKWOM A EMS W VK 1 C V WK 71 V KAT Off LJ;',-:.R 'itWl 00: 2n; UT ma w PI.M 071 KPYVYY 02K OVAGO 12A WK: 7143, W.K.A VOOMP, XMM W/Aj MWI 6no'MyQ MOVOTY S:01M RV W! v KIM IN ZEN"? COMA, V& 11 No A 0; :UAMA200: I:,'- !., - : ( M '"My TURAWO) POVITY WMMA AT _I!!:.. M' LWOMM: IOURAIM: 71; tilt 174 WK W LWAUCKAW 0111 TROWAKV4 CO WPIT D. VVTI : :1210ELY7 : 1441X IMIL51121 : L!!T?WnWT::' CITY O:`qSANFORD PERMIT APPLICATION Permit # : d '{ Cr Date: Job Address: 0. Q S4 li'0C C, FL Description of Work: J Historic District: Zoning: Value of Work: $ -Irymo Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures I # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential V/ Commercial Industrial Total Square Footage: a1g J Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: i Owners Name & Address: Contractor Name & Address: kokf Zn - Attach Proof of Ownership & Legal Description) Phone: Phone & Fax: Ao--Ilea q,0\ — Acqt7!—I ontact Person: CAI `f y et. l" Phone4 9LQ1 iBonding Company: /n _ Address: t;..t ' 1 1003 Mortgage Lender: i111 i" `• ' Address: Architect/ Engineer: `ir" Phone: 4 Address ' Aal o l , Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acce7zk; th t I will notify the owner of the property of the require is f Florida Lien S 713. nt _ Date Signaturtof Contactor/Agent /I1 Date Name Signatu OFF Date PATRICIA COULTON NOrI' ARY PUB 510N N0. DD134330 FLORIDA Owner/ gent s0 • rsonalll Kno ytt;tb"M Pro u — T APPLICATION APPROVED BY: Bldg: I Zoning: Initial & Date) Special Conditions: Print Cotrtt tdQ Agent'SName Signatur" f Notary -State a —Bt OFFIG NOT•iZS -";.,;I PATRICI'.. t.:.':JI.TC)N NOTARY P t.- - i : i ` ORIDA Contractor grnt I' rsonill -- o Produ eq'lt OMMLSSI0` ' IUL Initial & Date) Utilities: F D: Initial & Date) (Initial & Date) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E Read the instructions on Daaes 1.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. XXXX APPALOOSA COURT Company NAIC Number CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 106. BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): W - ##' - ##.#IF' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER I BZ COUNTY NAME I FLORIDATSEMINOLECOUNTY120189 B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1201890045 E 4/17/95 4/17/95 A 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' Building Under Construction' Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar tothe building for which thiscertificate isbeing completed - see pages 6 and 7. If no diagram accurately represents the building, provide asketch orphotograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments _ Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 28. 3 fL(m) I o b) Top ofnext higher floor N/A. ft.(m) Cn o c) Bottom of lowest horizontal structural member (V zones only) WA . o d) Attached garage (top of slab) N/A. ft.(m) woe) Lowest elevation of machinery and/or equipment m servicing the building (Describe in a Comments area) N/A. fL(m) E o f) Lowest adjacent (finished) grade (LAG) N/A. ft.(m) z' m o g) Highest adjacent (finished) grade (HAG) WA. IL(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. i certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILUAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTO StWATE. ft8 ORLANDO FL 32803 SIGNATURE VIA"VDATE TELEPHONE 9/4103 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For lnsuranoeCompany Use: BUILDING STREET ADDRESS (Induding Apt, Unit Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number 0= APPALOOSA COURT 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 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zane A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C mustbe completed. E1. Building Diagram Number_(Seled the building diagram most similar to the building for whichthis certificate is beingcompleted —see pages 6and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of thebottom floor (inducting basement or enclosure) of the building is _ tt(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8withopenings (seepage 7), the next higher floor or elevatedfloor (elevation b) of the building is _ fL(m) _in.(an) above the highest adjacent grade. Complete items C3.h and C3.i onfront of form. E4. The topofthe platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(an) above or below (dnedk one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of thebottom floor elevated in accordance with the community's floodplain management ordnance? 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 ownersauthorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sedlons A, a G and E are coned to the best of myIntoWedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachmentsSECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinanceto administer the communitys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or locallaw to oertify elevation information. (Indicate the source and date of theelevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMAassued or communitymissuedBFE) or ZoneAO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of floodingat the building site is: _ fL(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE UA I t COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions CITY OF'SANFORD P-0. Box 2847 SANFORD, FL 32772 PHONE II (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACCOUNT (1-ULL NAb,,M) N A1v1) o r6 Vi r tt r +.,i ', ry, FAX Il (407) 328-7367 SERVICI: ADDRESS 332 /Q/Qcilnnq).- '+ rr,G M.A1 L,1 N('i AD D RE SS (02,,p I.kt }' oz- a ZIPS _ TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE C7W e r e, COMMERCIAL WORK#4-D SSA; t Oi .. SOCIAL SECURITY# HOME# N-PL OWNER OF PROPERTY_ D,Q 4pr-fLr I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRAt PROVIDE PROPER PAID AT THE TIME WHEN TRANSFERRI ALL OUTSTANDING DEPOSIT TO TION AND A MY DEPOSIT TO ANOT ARGES. HE NEW APP DING CHARG ERVICE ADDRES! ANT MUST MUST BE I MUST PAY I UNDERSTAND T igAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE_ DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL $ CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE I hearby name and a Limited Power Of Attorney int: Craig Coulton and CL r 1 rI4. 6+cn each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Buildina Depl' t. of: I t, 0 Gay) or, For a residential permit for work to be performed at: Lot # : 0(v Subdivision : '13al ` pus Crass I h Address: E 39 A &J OOScQ C, 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 instrum nt M-1) acknowledged before me this: Date: v2 By: Richard B. Ladd ( Contractor ) Who is personally kn n io me. o tc Al. exr PATRICIA COULTON State of Zorr'a NOrTARY PUBLIC STATE OF FLORIDACOMMISSION NO. DD134330County ange / MY COMMISSIONEXP. ULY262006 Notary Public Signature" Notary Seal D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST h4Se- a I LOT # ) () (9 SUBDIVISION: BAKERS CROSSING ADDRESS BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS' 2 PLOT PLANS °'- j4xa Mf* T:--5247R35 3 SETS OF ENERGY CALCS MANUAL 1/ 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 V cc le Rrl J CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT p 1, Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) p 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: p a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. 0 b. Floor plan indicating Interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), Inndings, decks and stairs. Bathroom flxtures and distances from walls are to be shown. R Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) p C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. 0 d. Cross sections of all wall sections to be used In the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. p c. Framing plan for floor joists where conventionally framed. Plan to indicate span, size and species of materials to be used. p f. Engineered truss plan with details of bracing. Engineered beams for spactng openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. 0 h. Square footage table showing footagest Gnrngcs/Carports S.F. Porch(s)/Entry(s) S.F. a Patios) S.F. Conditioned structure S.F. Total (Gross Area) S.F. 0 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 0 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 0 5. Other submittal Documents: 0 a. Utility letter or approval when public water supply and/or sewer system connection to be made. 0 b. Septic tank permit to be obtained from Seminole County Health Department att. 400 W. Airport Blvd,Sanford, FI (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 0 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made rind subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel -tic beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical f1na1, mechanical final and plumbing final 14. Building final 15. Other DATE 7-3 SIGNATUREAAuthoriudByOwnnt) Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install Contract Number PUCHASERS NAME AND ADDRESS Addresses+\ City/State/Zlp-at,L 1:1 Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System. Name Address, City/State/Zip 0 .emu! U Phone & Email Phone & Email INSTALLATION ADDRESS: l—_ I C l lS C X 1\C21 SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED:t-i-t DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will. warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and inspection, arrange for the necessary repairs and pthecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property ataynoadditionalcosttotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVERNTHERELATIONSHIPOFTHEPARTIES. Apex Representative Signature Date Customer o Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedInliteratureprovidedbyDowElanco: 11 install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s), 2• monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4. during those years, inform the Customer of: a. any new or Increased termite activity noted at the Stationsb• any addition or. removal of Recruit* of Recruit* termite bait; andC. any observed •effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementforerquarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or underthearea(s) batted. At no time will damage caused to any portion(s) .of the Structure(s), even by an active wood destroyingInsectinfestation, be the responsibility of Apex In areas where any of the conditions described 1n'this'Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER W p INCLUDING STATUTORY WARRANTIES, AND SPECIFICALL SCLSgIMWETHEREXPRESSW OR IMPLIED; MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR W RAINTES. OFFURTHER, COMPANY HAS MADE NO AFFIRMA.I.ION OF FACT OR PROMISE RELATING XMAN. LpPRODUCT SERVICE. SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR TO ORCustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbitration other legal0rocAN EXPRESSdinSasinsnegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution o STY compensatory, Incidental, consequential, exemplary, g Against Apex for event shall Apex be liable for any amount greater that amount paidiuby the Customerrto Apex for he servispecial damages If ce kind, forme . Ice to beperformed, SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any -allergy or. sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco.or.lts representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Partles) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)lf 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-,(S)retrleve, or advise DowElanco•or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of . the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering -of balting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force and effect. CHANGE IN LAW. In the event of a change in applicable law as It pertains to the services promised herein, Apex reserved the right. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuellor mnterlals, sttikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other net of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not beresponsiblefor; (1)termite damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have beenrepairedbyCustomer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures forcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to all- thtprovisionsoftheUniformArbitrationActasInforcetotheStateofFlorida, or the Federal Arbitration Act, 9 U.S.C, section 1, et seg. Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wllbeflnaiandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an lndivldunl'basisandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees assoclated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties anynootherrepresentationsofstatementswillbebindingontheparties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the initial date of installation, terminate this Agreement and brellevedofanyliabilityhereunderIfApexdetermines, in Its sole discretion, that It is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing tTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the identifiePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -Inspection, whether the Inspection was requestcbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After thInitial12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area508SPlumosaSt. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Wlnterpark, FL 32792 Tampa, nb 3g Rd 407-459-2847 407.8S8-0540 Tampa, FL 335 800.929.2847 888.764-2847 877.459.2847 5-06-203 7 : 09A n r Rum W!er!.0"r. r•..;d ..:• ;• nr.ny,v.wrr!.R•.Y:<nr. ,.•....,,V .... .: ....:... .. .. Job Address: 33 5 AT t' ( Work U. _ CrrV OF SANFORD PERMIT APPLICATION Date: c r/ 1.t Dcscrtp ton u Historic District: 7nntnR: Value of Work: S Permit Type: Building, Electrical . F•im Snnkler/, Mechanical Plumbing _ D ,Alarm Pool r 00 Addition/Alteration Change of Service _- Temporl ry Pole Elecfricill: New Service - it of AMPS 502. Mechanical: Residential _ Non -Residential Replacement New (Duct Layout &Energy Celc. Rcq_:r• d) Plumbing/New Commerei>,I: u of Fiztures p pl' Water 8t Sewer Lines a of Gas Lines—• Plumbing/Ncw Resldentlal: p of Wa[er Closets - Plumblog Repair - Residential or Corntrttcrcial Occupancy Type: Residential Commercial industrial Total Square FootaRe: ; _ Construction Type: If of Storiei: la of Dwelling Unib: _ Flood lone: , (FE.\MA (orm rtquirud for oincr Irian .t) Parcel a: Owncn Name dt Addresa: Anaeh Prool of Owntrship T Legal Duaenptlun) y J — diin iZDPhone: — cT S F t .•Irk Tom' C-. Contractor Name & Addresa: I00keLL —. _ 3 Z Lt'/^ran Yhour H Fax: Llccnsc Numncrl Contact Person: Bonding Cnmpsny:- nddreat: .. .. — ... ... _ Archilk•cUEnginter: Phont. _. 6M Address: - Application is hereby made to obuin a permit to do tht work and iniullations as indicated. I certify that no work or insullanon hai comnenteJ priorissuanceofapermitandthatallworkwillbeperformedtomeetstandudsofalllawsregulatingconswctioninibisjurisdiction. I unucSund that 4 s<pa,ropermitmustbesceurcdforELECTRICALWORKPLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS. HE-ATEPS, TANKS, and AIR CONDITIONERS, ctu. 0WNER'S AFFIDAVIT: I ctr[ify that all or the foregoing informanon is accurau and dul all rnsrk w ll be done in complw ee and ull appl,;uble laui ngulrnnEconsvuctionandzoning. WARNfNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM ENCE,MF.NT MAY RESULT IN YOLKP.al'C'CT14'ICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTA(N FfNANCD4G. CONSULT WITH YOUR L£NL r R U • ATTORNEY BEFORE Rh:C;ORUfNO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition In she rrauirements of thin permit. there rnay he additional restrictions applicable to this lnopcny Uutl may be found in tnc pulah: rt:utds cithiscounty, and there may be additional permits required ham other goverrimenul osnhca wch as wester nlanogement dtamCtt• sta a ageslcle s, or t'coc -,i q.anc:ei. Acecptunce of permit is veriticution thin I will notify the owner of the property of the rcquuemen Iof 1:12 ten Law. F. > 13. Signature ufOwncr/Agent Uutc Si r alurc of Con(nctnr,.4grnt Dal( 1vI,, -11- , E > Pant Owner/Agent's Name Print Cuntroelor/Agent's Na I! f)atc .C: C•o(NV!J: nttnri!onu -)u.c Signatu(c of Nutary.$nr,. of Flnnda twnei/A,QCnt k _— Pel hmdlly Knncvn it? Mc• VI. (•'V::tn[lnr/A,MI :b `' rYhn3:ly Knok•n to >lr •: rruJuCdd 117 Prodvccn IU .... ..-- r\I'I`l.li'A ll(,)\' AIrPKOV fat IlY• I11dI;:---._... /1.imng: _ In iis. a U tc'1 , .... . t lnit:l b I)s(u) llnn:al .4: D:+te)•. ( . Marie A. 7ettlemoyer 2•' Commission#DD221380 Expires: Jul 15, 2O0 Bonded Thru r : Atlantic Bonding Co., in' PLOT PLAN DESCRIPTION: -(AS FURNISHED) LOT 106, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 106 CONTAINS 9068 SOUARE FEET t THIS STRUCTURE CONTAINS 1787 SOUARE FEET t TOTAL CONCRETE 566 SO. FT. t TOTAL SOD 6715 SO. FT, t P N_90.00'00 W PI 25.00' of hl b 111 1 ' 1 i LOT 105 1" = 30' i GRAPHIC SCALE o I O 15 30 o' 121.11, i S89'41'11 "E ' 1^ ry I A WAYLUSITANI --•-------- ---•- ----•-. JI I U I 45. 0' W 3: N 1 m O OZ Q LL U# OO ,::•; ::.,:;., o F cOW, Li } O OCR N O i arvW ii i Lij -J = O U ^ O zss' _._ z.s 4zoo' O < z O > 0 LL 45. 0' 48.4' J D CL i Wec Lf-) Q 7 1 F ' I „ I 1 I n n 1 IO I N90' 00.00"W , 1 z5. 00' o „ Q ti^ N 89'41 11 W 5i 120. 70' 1 1n , I 1 1 ZLL I Do • 1 1 I Z LOT 107 W - 1 u o: PLANS REVIEWED PT CITY OF SANFORD PREPARED FOR: DR HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' M L W: 50' ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPHAR511'*0 O&IIN ZONELA. AREAWITII1146tOkWTARFLOtiOD1PCrAlI BEARINGS SHOWN HEREON ARE BASED ON I THEEASTERLYLINEOFLOT106ASBEING S00'18'49"W PER PLAT. FIELD DATE:) I REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB POL RIGHTOFWAYLINEPCCx PROPOSED ELEVATION POC OR PROPOSED DRAINAGE FLOW PD CONCRETE 0 L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT PI PCP PERMANENT CONTROL POINT PRC P) PER PLAT PT M) MEASURED TYP CALC) CALCULATED A/C FIND FOUND CDW C/ W CONCRETE WALK RP S/ W SIDEWALK R CP CONCRETE PAD CS PB PLAT BOOK C PCs PAGES R/W 50. FT. SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB®6393 320 EAST SOUTH STREET. SUITE 180 ORLANDO. FLORIDA 32801 ( 407) 426-7979 MINIMUM LOT WIDT11 POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENG7I4 DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETESLAB CHORD LENGTH RIGHT- OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY. RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR VID M. DeFILIPPO P 4#5038 DATE JOB NO. ASM42410 DRAWN BY: O: V\SM42'ASM42410.dWV. 8292003 8:93:07 AM PLAN 08/28/03 SOO a M I A M I.OADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 MIAIYII-DADE COUNTY, FLORIE METRO-DADE FLAGLER BUILDR BUILDING CODE CONIPL1ANCE OFFI, METRO-DADE FLAGLER nUILDG 140 wl?S'I' VLAGIXIt STREET. SUCIl: IC MIAMI, FLORIDA 33131)-1` 305) 375-2901 FAX (305) 375.25 ON'1'IL%crolt LICENSING SECTh 303) 373.2327 1',\x (305) 375-:: C'O,INTILWI'olt EIN OIRC EINIF.410' 1)1VIS1. 3us) 375.2966 VAN (105) 375-:- PRODUGr COINTHOt. UIN'IS1 305) 375.2702 FiVN (305) 372-6 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door urdcr 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 ror 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 I product or material at any time from a jobsite or manufacturer's plant for quality control testing. If I product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend I 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 Flori Buildin; Ccde. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 CXPIRCS: 04102/2006 IRaul tcoansuez Chief Product Control Division THIS IS TIIE COW RSHCCT, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE R PRODUCT REVIEW CONINTITTEE This application for Product Approval has been revie%ved by the BCCO and approved by the Buildi Code and Product Review Committee to be used in vliami-Dade County, Florida under the conditions forth above. 1 l'"R O VE D: 06, 05/200 i Francisco 1. Quintana, R.A. Director Nliami-Dade Count), Building Code' Compliance 01'lir Civ G" :.. Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED SUN 0 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, ns determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-WiE Insiving Glazed Double 'Residential Insulated Steel Doors Sidelites- and its components sliall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW7I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preoarec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing (lie Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Sinvic door units shall include all components described in the active leafo this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that (lie ang!e between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are desioncd to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance :vit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri, a;otection system. 5. 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 PERNII.T.REQUIREttNIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ofthe 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 doCUmwnh required by the Building Official or the South Florida Building Co- SFBC) in order to properly evaluate the install ion of this system. Manu l Icrcz, f.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 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and tad original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. 11 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 tcmlination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of tllc following sh-,11 also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Nliami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this Acccptancc as \vcll as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acccptancc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TH IS ACCEP" 'ANCE Manu Perez, P.E.; Product Con( r :ram fmdu _t'ntml Mvkinn COP•WL•MA0100.02 FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing TO' 2'6" X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application Filed) 3'0" 3T 1 Not Listed Not Listed — — X0, OX, OXO t I I 2'8.. + 1'0" f COP-WL-MA0143-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + I'll" COP•WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" j1'0" + 2'8" + 1'0" VG" - 3'0" + 1'0" 1'2" 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2' 10" 3'0" + TO" + TO" XX, OXXO I 1 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 NO 2'8" + 2'8" 2'1C" TIT 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" + 2r8. 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under (lie product approvals shown. 2. Assembly details are available from Me Nlasonite 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 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and oche; struclL.res). National, state or local building codes specify the edition required. Masonite In:ema:ional structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 0CCO protocol PA201, 0 akgraff c{ —91 AR EKr" T.— (" ,Dea., O..i.,. D..r, AD' {r51on7 Dm rDnoeur7 pnp,am al D Run ml Dro-.rn,cnl mYn 1DCUhUI D,n. Ortpn )nD 0•o0 n Masonite International Corporation da"I-.0".1 ID cm'vc rv1UDW wt" Glazed Units 1• I X X0, OX, OXO V. OXXO COP-WL-MAOI OO.02 FIBERGLASS DOORS 6'8" Height — Outswing 27 COP-WL-hiA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6" 2'8" 2' 10" TO" TV Not Listed Not Listed 1 1 Tit 171 1Miami-DadeI 2'8" + 1'0" 2'8" . 1'2" I 2'10" + 1'0" I 2'l0" + 1'2" COP-WL-MA0163.02 3'G" - iv TO" + 17' 02-0418.03 Application Filed) r• Railing 55.0 Impact1 NO 1'0" + 2'8" + 1'0" COP-WL-MA0164.02 02-0418.03 Application Filed) 55.0 NO i I 1'0' + 2'10" + 1'0" 17'+2'8"+1Y 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'l0" + 17' 1'2" + TO" + 1'2" I 2'6" . 2'6" _ 2'6" 2'8" + 2'8" + 2'8" 2`1C" + 2'10" + 2'1G" i 3'0" + TO" + TO" 2'8" + 2'8" COP-WL-MA0162-f;2 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" 02-0418.03 i 2'8" + 2'8" + 2'8" + 2'8" i2'l0" + 2'l0' + 2'10' + 2'l0" COP-WL-MA0165-02 (Application Filed) 55.0 NO TO" ; TO" + TO" + TO" O L 1. Cccr arrangements using fewer panels than wila! is shov:n ;n the above chart also comply under the product approvals shown. 2. Assembly delails are available from the Masonhe ln!arnational websile (www.masonite.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 loc2bon is determined by ASCE 7 (Minimum design loads for buildings and ocher structures). National, state or local building codes specify the edition required. 5. 1Masonite International structural, cyclic, air, water, forced enlry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 PA202 & PA203. Odtft ARTEW l•,Nu.elr hen n..rv.rooOg r.. .ra-p„tnra.:,. iv n Q VVl% e rota;. xwt M dS O r1 i i! international C O r p O r d I i O !. pal ;;nWw•VI 91091AIn of polio nlDlwo^a"tlmi.ei soeM¢r-o^s. aeuD^ ano Dre1.tl Glazed Units COP-WL-MAOICU-02 FIBERGLASS DOORS 8'0" Height — Inswing JIFURTUT1111111111111111 X Singlesrth) 2'0" filasonile Infernationalr.r• COP-WL-MA0146-02 r 02-0423.01 Application Filed) t• 1 40.0 1 , NO 2'6" 2'10" 3'0" 3'6" Not listed Not Listed 1 X3. OX, CX0 Mulliples 1 2'8" + 17 1 1 COP-WL-MA0148-02 I.1 t 02.0423.01 Application Filed) 11 1 40.0 1 •1 NO I 2'8" + 17' 2'10" + 1'0" 2'10" + 1'2" 00 +10" 37 + 2" COP-WL-MAD149.02 02-0423.01 Application Filed) 40.0 NO I I L V0" " 2'10' + 1'0" 1'2' + 2'8" + 1'2" 1'0" + 2'8" + 17 — 1'0' + 3'0" + IT" 17' + 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" XX, OXXO 2'8" + 23" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO2'10" + 2310" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 78" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: Door arrangemanls us'9;g fewer panels Char. what is shown in the above chart also comply under the product approvals shown. 2. Assembly detai!:; are available from the Masonite In!ernational website (www.masonite.com) or from the technical center. I Ir:sta:la:ion ins!rt:;.tio^s ar: available from the iJ,ason1'e Inter-wicnal website (www.masonile.com) or from the technical center. hI;u2: L•_'sign pressure requi;amens for a spaci;!c cuild!ng design 8 geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local ouiloing 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. Oak aff ARTEK" b..r..u.Itr", D"n,. F; A i, 20"2 4v (.. 0 i 1( ;'C: ; CI CI06on rtr.p.a.C'Nnt aisle! (ttv : 7 a.. , D•- Masonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing X Singles (width) 2'0" masonite internaiionair., COP-WL-MA0166-02 r 02-0423.03 Application Filed) OP Rating 47.0 Impact Rated NO 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed Al"ran'gement X0, OX. OX0 Multiples (Width) 2'8" + 17 mascn4e international COP-WL-MA0168-02 02-0423.03 Application Filed) 47.0 NO 2'8"+17 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" 37 + 17 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2 8" + 1'2" 17 + 2 8" + 17 1'0" + TO" + 1'0" 1'2" + 2'10" + 17 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 37 + 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" + 37 + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (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. S. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 8 PA203. 0 O akcraff AR EK'" F,, r,.aN.% KNa MV •,)OOMt No..i•.v.a,a..t,.0 (."r Oe".. oE vie o.. f/VVV a 19. 1001 Masonite International C o r p o r a t i o n Omco"hwm9 o•o9nm o, aebu0 +"o,acmm, ma,es sacnknons. oee o" ,.o aooua Oeue w ',,1 to cha.0e .nhoM, nm.ce Opaque Units COP-WL•MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing COP-WL-MA0101-02 t., t 01-1031.01 r 76.0 NO Arrangement, X 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0.OX. OXO 2'8" + 1'0" COP-WL-MA0103-02 02-0109.10 Application Fled) 55.0 NO 2'8" + 1'2" 210" + 1'0" 2'10" + 17" 3'0" + 17 3'0" + 17 1'0" + 21" + 1'D" COP-WL-MA0104-02 02-0109.10 Application Fled) 55.0 NO 1'D" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17" + TO" + 17" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" . COP-WL-MA0102-02 02-0109.10 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-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 37 + TO" + 3'0' + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 8 PA203. Oak raft AR k EK'" o- r',n,i„ ..—S e:NY' 1>00N$ bwr..v.e r.r,Yr t•vrom•. C,' Aped 29. 2001 Oa c f-0 aDOnm m modD .Dpro.emem makes "eteltaws. oewn Jeep MDaup Masonite I n t er n a t io n a l Co r po r a t i o n aeud s,,pW" 19 enJege "arepD, Dgct Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing 1111111111F.'ItChI211411PAII Singles (width) 2'0" 2'6" X 2'8" 2'10" 3'0" 3'6" COP-WL-MA0121-02 Miaml-Dade'licco 01-1031.02 DP Rating 76.0 WIT. M-101P NO Not Listed Not Listed Multiples,th) X0.OX, OXO 2'8" + 1'0" Masonile International1., COP-WL-MA0123-02 1 02-0109.09 Application Fled) 1' Rating 55.0 Impact NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" TO" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'O" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 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" + 37 XX. OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 37 + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 8 PA203. 13 Oakc aft AR EK" "... ._ INF.NGI.A t CNTNY'ISOON( N«1^«I ^^^ Orr 29. 7002 Masonite International Corporation Ow comrroinp wwam o1 prww imorO effl masts swftrims. d"o sro or000c, oast s~v to cn^t «dn roue. Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing I' X 1 1 2'0" 1 1 ll r 02-0109.08 COP-WL-MA0106-02 (Application filed) r• 1 70.0 1 1 NO 2.6" 2'8" 2' 10" 3'0" 3'6" Not Listed Not Listed Arrangement1(width) X0, OX, OXO 2Y + 1'0" MasonileInternationalMiami-BadeI COP-WL-MA0108-02 02-0109.08 Application Fled) I• Rating 55.0 1. 1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0' TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0' + 2'10" + 17 17 + 2'8" + 1'2" IT + 2'8" + 17 1'0" + 37 + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6' + 2'6" + 2'6" 2'8" + 2Y + 2'8' 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" 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" 3'0' + 3'0" + 3'0' + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details'are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Oak raft AR EW t III I;N f.I.A \t .: M'1'NV I)OONS—U.v...Iwpu E_Dw 4Orr 292002 0u, Con;m Q WOQ13M Of OrOdun MONNCIAMf mattt SDteJK~&. Ott -CA rrld PIOdun O" ad Stolen 10 Maw "dr A OOltt. Masonite International Corporation Opaque Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing Arrangement X Singles (width)1 2'0" COP-WL-MA0126-02 tl• t 02-0109.07 Application Filed) M7 70.0 NO 2'6- 2'8" 2'10" 3'0" 3'6" ' Not Listed Not Listed Arrangement X0, OX, OXO Multiples 2'8" + 1'0" COP-WL-MA0128-02 7 t 02-0109.07 Application Filed) 0 t• • M, 55.0 M. •, NO 2'8" + 17 2'10" + 1'D" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Fled) 55.0 NO 1'0" + 2'10" + 'IT 17 + 2'8" + 1'2" 1'0" + 2'8" + IT 1'0" + 37 + 17 12" + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 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" + 2'10" TO" + 3'0" + 37 + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 8 PA203. O ak raft AR4EK'- t I"&I NG 1. A\S I: M'1',r v,000 N{ Tren.afMr.0 E_ Der. Amti9.2W2 Masonite International Corporation W COmnWp program 01 prod,rn'-nprwemern maan swifkmm . dts.gn and produ l dtlad SOpIKI 10 CNnge -Ch001 r Kt. X Unit UNIT 8'0"UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA At 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) 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 & PA NOS for southern pine lumber with a side member thickness of 1.114" 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 ApiJ 29. 2007 ow commw.o wovam of w0000 mwavemem makes sDecdcaws. M d s O n i l e international Corporation ats.p aM pdu dn,d tu01K1 10 cage rdhW Mlsee. XO or OX ' "' ' Unit SINGLE DOOR WITH 1 SIDELITE 3- 6' 6' CL TYP. TYP. TYP. TYP. 6- TYP. 6.8" UNIT 87 UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. CountMinimumFastener 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening ('1) Width of door unit plus 1/2" Height of door unit plus 1/4" r t r t .r r e 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 8 PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Auld 29 ??32 Masonite International corporation 11,+ <M.n.': J•YJ•rn• W 0.40n11 •n•p.tn•cnl nWn SYHAI IfMI. OetQn rM Y%,KI am- WWI 1. [Mope "aM o Mtae Ox0MID-WL-MA0004-02. Unit ' SINGLE DOOR WITH 2 SIDELITES UNIT 8'0"UNIT 15116' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening ' 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t t t t t t T t T T Latching Hardware: Compliance requires that GRADE 3 or better (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 8 PA NOS for southern pine lumber with a side member thickness of1-1/4" and achievement of minimum embedment. The 3116" 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. APIR29 2002 Matonite International Corporation 0. tIN—M aar•-" u W..: .• r.+ntnl—.11 {IKC.4.rN. Ot{4n .nC WVU.n ".. S.4'K. IU :-W ".40Ut nU1.C. oxxo , I I I I Unit r DOUBLE DOOR WITH 2 SIDELITES 6- 3 6• CL TYP. TYP. TYP.ITYP. r i it I Il Il 1 II II I I fillt 1Il I ll li Il II 1 11 1~ t t f t f 6• TYR 6'8' UNIT 8'8• UNIT 13.15/16' 17.1/8• MAXIMUM ON CENTER TYP. Minimum Fastener Count Rough Opening (RD) 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 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 #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table I I.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-114" 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. Apii129.2002 Masonite International Corporation ou COM-9opod,am dl d•odu •ndrq. em nestsWK.49ons. dttq• •M o•OOun d"Sd t•bW, rd C'V•dt .00A W<1 XX '' '' Glazed Inswing Unit r APPROVED ARRANGEMENT: 0 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit site • fiW x 61' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements lot a specific building design and geographic location is determined byASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 ° 00 ran 00 D00 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: DD DD 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA., 23 R/L. 24 H/L 107 Series' 108 Series 304 Series Series' This glass kit may also be Useo to me following door style: Eyebrow 5-pand with scion Oak raft r_ AR EK" t.... r•.,..ea VtULRt:LA 5s I: rr't'Ma' UVON.S ne^'T••r'wre+N"r—/D°'^ p April29.2002 Masonite International Corporation ow comswp w0wam co aeaua • Yo "Mt makes specdca*ns. desgn and adduct erne sugen,o cnande .dhan nave XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: Q 1 0 404 Series 410 Series 109 Sedes tit, 120, 122 152 Series 149 series 300 Series 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). IState of Florida, Professional Engineer Kurt Ballhazor, P.E. — License Number 56533 O akcraff AR k EK" 0- April 29. 2002 Qo coranwq pooram of proou0 m=vcmeM maan somificA;oft. otsipn anpP(WuO Masonite International Corporation pesad .&W K'l XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT. 0 0 COP-WL-MA0143.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maldmum unit size • 6'0' x 6T Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location is determined by ASCE 7-national. state or iocal building coots specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00® 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 D C 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 +d :nay also be used in the fallowing door style: Eyebrow 5-oanel wim stroll Oak raff AR EK' y r.... , .oT r nu;-a n,s sinr v•unrrrs. ro..a...w,e..r.-[.,., pw.. winf..//.,i'. AG/./'EfPRft•f..o . Aprd 29. 21302 Masonite International Corporation W cam—.; roan', or aoaro wes soeceKa,om. onp-+ro rx rcr MW -W... rC —V, -a na , XO or OX Glazed Inswing Unit COP-WL•MA0143.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 4+ 4Oe Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: w; 3 0 1 0 ; 129 Series 200 Series 12R, 12L 23FL 23L 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 2eR. 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 Qak Taff AR k EK" r..r....... rrnCw. r.n.> gvrw `unu".. r..r.....re..p"t." ro.... Masonite q Apt 29.2002 International Corporation Ow cp wopnm at wo0u0 mwo.rmrm mpn soearKnons. Orign M waoucr OXO Glazed Inswing Unit APPROVED ARRANGEMENT. Err i lt"`"!b ryfr( 1;y OI r. O i Single Door with 2 Sidelites Maximum unit size • 9.0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. COP•WL-MA0144.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building 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: 114 GLASS: 00 00 00 00 00 D00 00 100 series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 n 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 Ml. 2e R/L 107 Series' 108 Series 304 Series Series* lies glass kit may also be used in the lollowing door style: Eyebrow 5-panel with scroll Oak raft AR k EK'+ I,•.. 1••ra,n 'Ic rurc.l ID14'-;LAN1 CN'I Nl',V00K.l Aord29.7002 Masonite International Corporation ow Lo^—o MWo. or wwo ,TDrMemlMl —41 5DKr1SNODi, anon -a wady, Dr1li 4uw 1.1-4), -"w no1K, COP-WL-MA0144-02 - Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 1e na on 404 Series a 10 Series 109 Series 114, 120. 122 152 Series 149 series 300 Series Series APPROVED SIDELITE STYLES: rZe rT?. 129 Series 200 Series 12R, 12L, 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, 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 k EK" t.fl.•:..f, f.u+ IVI '? ;LA.1.N LW'r'K ',Utll)Kb T• ri-p-t.v, 0— • Apr029.2002 Masonite International Corporation 0u COf ~gpffgnfn of pfoalla jgffp, v mef0 7 h,S SOKifCAiQn$, dn;Qn4n0 OffAun OtYd SuDIKI 10 CfunOt WWWl MtKt. OXX0 I I r t Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: y ty/ a1 rq•„? h Irtih O t)S Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door with 2 Sidelites Maximum unit size • 12.0- x 6'8- Design Pressure 52.0/-52.0 Limited water unless special tfuesftbtd design is used. Large Missile Impact Resistance t Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific budding design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 0o ao oo 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 El U o0 00 00 ern era ern 105 Series 106.160 Series' 129 Series' 12 RA.. 23 R/L. 24 Fill 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" ICI11l[NGL.\.\\ UNI— W)ON1 w.T—rs g—(N,D— Mn• EMasoniteApri129. 2002 International Corporation DW C..-were plpplJm 01 plpDNn mp.Ovlmenl m)1n SDK0ic 19nS. Otspn alnd pr00u[I p(uN 1N 'W 10 11-01 —N A MIST OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a0as an 404 Series 410 Series 109 series 114. 120. 122 152 Series t49 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). Of 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR k EK'" r nr l•gGt.\]]CN'r",u.nrw. h..b.v..rwN••L."r D.... e April 29.2002 t1N to,,f~f, program of poou . povtmtm milt$ sWftXtln$, dmon anp oroo"n Masonite International Corporation onaa $uDfttl fo C"t'upfgW n01<t XX r t r I Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: T. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Double Door Maximum unit sin . 6T x 8'0- Design Pressure 40.0/-40.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 0333 ao as 822 Series 0 1:1 ao 40e Series 108 Series U r_ O akcraff AR 0 EK'" 1:11WIM(:LAS1 LIN-S' VOOKS tb...T..rN1OrtLu(w, Dv,El April 29,2002 Masonite International Corporation 0. Conl•nw,C yOa,]M OI WNW myO.0 M1 ,M1SStS Spt(JKAtOnS. CtSgn MO 0100W OnUi Su01t(110 C-Ove rnlgyl Mgt. XX ' 't I Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK" I.+ IMI IIL"I:l.\.\,mi l: f\'1 "1 I)11.!". "n.r••vN 1—,4u e-v, ps•• April 29.2002 Masonite International Corporation W cm~v meatm Of moeuo +Ilao•emem masn spealKAl . eesO aeo meeocl eel)+ wore to Cwge "+ mutt XO or OX ' ' ' '' Glazed Inswing Unit r 890" FIBERGLASS DOORS APPROVED ARRANGEMENT. s, 7 r++Y 7c' 0 r Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maidmum unit size • 6'0' fr8'0' Design Pressure 40.0/-40.0 Umited water unless special threshold design Isused. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements fora specific budding 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 MAO-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: am on 00 822 series 1/2 GLASS: 0 E 00 404 series 108 series 0 Oak raft AR EK'+ M\'ILInM] pp..q.y..r [.rryn tw,Dw•. I:IIIP"1:1, .\\$1: v'1 Aprd292002 Masonite international Corporation aw eonm+Jeq oloo-am of pout, mporenlem "An son,14AOnt. oesgn Jno pIMK, a— fr4Kl1 W eNnee ..l n Kr XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: 890" FIBERGLASS DOORS 0 300 series ISO Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 01 TESTDWITHACCORDAMIAMI- DADECOMPANCITY, To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EKElIIULNl:LAS,1 L'T•1 M1' 1)1II1M.5 lbn.T•.w.f.rpNl+vT D..n April29.2002 o.. . o. Masonite International Corporation W CWtr 110 program 0f o100Nn o101over1lMt makn SOKdK~%. Urigln AM WMAS OXOCOP-WL-MA0149-02 Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 V fit%'.• . LUI Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Single Door with 2 Sidelites maximum unit we . 9'0- xc 8'0' Design Pressure 40.0/-40.0 Umiled water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requiremems 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 beeft 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: 0 00 aW Series 11111 0o 00 822 Series El 108 Series Oak raft AR k EK'" L..I.....I, I.o_ I IU1;"I:LAl.1 L`:I'I'M 1'•I11111M, r4 1.•M IawN••Lwvl ^^^ M)CI /I'lilA' • April 29. 2002 Masonite international Corporation Ow eolo c ploplam of pewu nolwlmtrl mllll SoKd"-O U. oesgn Joo podW deUd sobien to a-ge ".IUglt w4t. Ox0 tl je l Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i i IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raff AR EK'e ra..e,aa V1AJL''k6LAS1 ewrity vooms 1.1w Dean April 29.2002 our commi"o Drooum of wodua imyovemem m3ses speut"ions, oesipn AM wo"t M d f O n i t e international Corporation aeud wgea to cnove 000w novice. OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0150.02 810" FIBERGLASS DOORS O ou, Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size . 12'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements tot a specific budding design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 822 Series 1/2 GLASS: D 00 404 Series 108 Series U Oak raft AR O EK" 1.11.11..1.1.• 11111C.0L. S.l l: T-V U00--\ e•wT..v.•111..rYulwr Ow. PR fJt'rv'nG:/ e o. To• April 29.2002 Masonite International Corporation Ow tomwro oropram or Mode .M,,Mem males SCndCA*M. dngn and VOCOW Cella subreel a C"t .dMA MCC. OXX0 I t t t Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810Series 300 Series APPROVED SIDELITE STYLES: IN 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft III IILINe:L.\\\ LWI.y IIIt11N\ AR EK" T..—.. 1—,4"1.w, Howl ApId29.2002 tlw conlNp,Np Drdpnm of podNn ^MC+tmMl m]Iti SOK.IKJIOOi. dtiipn tnd WO&W Masonite International Corporation deUd suWC1 to EhQe "Nhoul rope XX Glazed Outswing Unit APPROVED ARRANGEMENT: PIN 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'r Design Pressure 55.0/-55.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: ao eta a0 00 00 00 eta 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 0o 00 00 00 00 00 I05 Series 106, 160 Series' 129 Series' 12 RA, 23 RA, 20 RA 107 Series' 108 Series 304 Series Series• This glass kit May also be used in t11E following door style: Eyebrow 5-panel withscroll Oak raft AR EK'" r.tlusf..l, lre I. .r„n '1r rurc.l r\I 111!Mr:l .\\,\ L;."rM\',I)IIIIM\ Nen.r..vNIONSUu Er.0) Own April29.2002 Masonite International Corporation ow [onj_c woeram Or goo", +n rprtmMl _s'ssOKd4mens, "sign aM pOOun d—, —.W.. cryngt .d nol[t XX Glazed Outswing Unit COP-WL-MA0162.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: oa as 404 Series 410 Series 109 Series 11T120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 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 I EW .T I,IUL'N;LAN.%:H'INN'`000M,1 U"n Dw April29.2002 Masonite International Corporation U" cw~"pww_ O, woew mpOvtmt"1 _'n so comi "s, onq" 1.0 &0", uua suortc, ,o 0-91 .mqW "m 1' '1 IXX Glazed Outswing Unit r APPROVED ARRANGEMENT: g 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size • 6T x 8.0- Design Pressure 47.0/-47.0 limited water unless specialthreshold design Isused. 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: 0300 as ao 922 Series 1/2 GLASS: aEJ oa 404 Series 108 Series Oak raft" AR 4 EK" r..1...<1t r•Yn 1.1DCKGLASS LrN'1'N1' UU.)"S ta•.o•e..are..p"E—om.. Ap1d29.2002 Masonite International Corporation Ow Caa+w•ne W.911m 01 010" mM0TOM1 mats IM11t,WS, Ong- rn0 WOW Ot., Su01tt110 C'Wat wnrwul not- 3/4" X 1-1/2" X 13GAGE MIN. 2' GALV. STEEL GALV. STEEL HORIZONTAL ANGLE. HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2-LAC SCREWS. 1/4" X 1/2- LONG 16GA. GALV. STEELFOR16' X 7' USE CARRIAGE BOLT & NUT TOP BRACKET WITH 1/4" X 3/4' 14Gk ROLLERHEXHEADSELFSHOLDERWITHDRILLINGSCREW32FASTENERS. 3' 18GAWIE 1/4"X 3/4" LONG HEX HEAD SELF (SEE DETAIL A) DRIWNG SCREWS. DETAIL D (2 PER VERTICAL STILE) 2" 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4'-20 X 5/8" TRACK BOLTS. 63" (16' X 7') OPENING HEIGHT NOT OVER DOOR HEIGHT) r:33-(g'X 7') 16'X7' (4 BRACKETS) 9'X7' (3 BRACKETS) 5" 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL M USE END CAP OVER END STILES. SEE DETAIL C) 18 GAGE GALV. STEEL CENTER HINGE-/ `20 GAGE GALV. STEEL CENTER STILE 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5 16" X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. SECTION B-B P.S.F. TABLE DOOR SIZE DESIGN PRESSURE I TEST PRESSURE WIDTH HEIGHTfl9-1 ITIVE NEGATIVE POSITIVE NEGATIVE 8'-0" 7'-0"2.8 37.4 49.2 56.1 9'-0" 7'-0" 33.3 43.7 49.9 16 -0' 7'-0-3.6 26.3 35.4 39.5 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735- 19-1/2", 2\ 24" HIGH PANEL GALV. AND PREPAINTED STEEL 26 GAGE FOR ALL MODELS EXCEPT 24 GAGE MODEL 750 1 2" T OPTIONAL SSB GLASS LIGHTS 16' X 7' DOOR 2' ROLLER WITH 7/16" DIA. LONG STEM. B TIRE STEEL 10 BALL 8' AND 9' WIDE DOORS 2' ROLLER, WITH 7/16' DIA SHORT STEM. TIRE: STEEL 7 BALL SEE DETAIL C 14 GAGE GALV. STEEL END 4'X 16' AIR VENTS HINGE ATTACHED WITH (4) OR 1 REQ'D. OPTIONAL SSB GLASS UGHTS- 5) SCREWS. SEE DETAIL C. SQ. IN. MIN. TOTALL OPEN AREA) a OPTIONAL., 3" 20GA WIDE SEE DETAIL A) 4'X 16' AIR VENTS r2) REQ'D. 160SO. IN. MIN. B TOTAL OPEN AREA) LONG HEX HEAD SELF DRIWNG SCREWS. 2 PER VERTICAL STILE) 20 GAGE END CAP CENTER STILES 5 COLUMNS) ALTERNATE CONSTRUCTION CENTER HINGES USING (2) STRUTS 3 COLUMNS)-1 7• CENTER STILES k CENTER 20 GAGE END STILES HINGES (1 COLUMN) 2' I - 1.25' 1-3/8' POLYSTYRENE INSULATION 4"0OPTIONALFORMOD. 724 AND 730© ` 3. 13 GAGE GALV. STEEL BOTTOM BRACKET 1ATTACHEDWITH2FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. — 2.75" -- LH. DETAIL A 20GA WIDE STRUT FORA 16' X 7' DOOR USE ONE DETAIL C 3. 18GA WIDE STRUT SECTION A -A EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HIN DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES USTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10', DOOR FULLY .IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B•, 30' ROOF HEIGHT, ROOF PITCH > 101, 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. GED EN1 STILE, CAP AND RAIL TYP, 6 PLACES, AND USE LONG STEM ROLLERS. L NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4"-20 X 5/8" HEX BOLTS & NUTS OR 1/ 4' X 1/2" LONG HEX HEAD SHEET METAL SCREWS. p O Z.- ' :. G 2422 3/5/02 KDD F 2413 1/25/02 WILLIAM T. J&DEMANN,'P1 ; E 2137 2/9/00 CrConsulting Structural Engineer. _ - • D 1724 6/24/97 1140 Anderson Street ; ',• "•, ._. C 1549A Clermont, FL 34711 B 1549 352) 242 - 0100 A 1449 1 9-8— 95) (lP.d..b...) NOTE: GLAZING DOES NOT SATISFY IMPACT 1366 61-01-94) (SCATES; DEBRIS REQUIREMENTS IN FBC REV. E.C.N. I DATE APPROV LOCK P. O. BOX 13858 MAUMELLE, AR. WL7DSORJ1OR 721130 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993-8, 9 WINDLOAD RESIDENTIAL STEEL DOOR TOLERANCE FOR SBC 100 @150% MPH, FBC FRAC.t 1/64 NEXT LEVEL DEC. t .015 ANG. t 1' PLOT SCALE 1=1 DATE: DWG. NO. 9/14/ 94 99-B- 033 DRN. BYGDRj SHEET 1 OF 3 LOCK P. O. BOX 13858 MAUMELLE, AR. WL7DSORJ1OR 721130 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993-8, 9 WINDLOAD RESIDENTIAL STEEL DOOR TOLERANCE FOR SBC 100 @150% MPH, FBC FRAC.t 1/64 NEXT LEVEL DEC. t .015 ANG. t 1' PLOT SCALE 1=1 DATE: DWG. NO. 9/14/ 94 99-B- 033 DRN. BYGDRj SHEET 1 OF 3 OPENING HEIGHT NOT OVER DOOR HEIGHT) 15' 15' 13 GAGE MIN. GALV. STEEL 1/4' X 1/2' LONG USE FOUR TRACK SPLICE OR FLAG BRACKET. CARRWGE BOLT & NUT FOR 16'X8' FASTENERS FASTEN TO WOOD JAMB WITH 16GA GALV. STEEL ON 9'X8'.- 5/16' X 1-1/2' LAG SCREWS. 6 D TOP BRACKET WITH 14GA ROLLER FOR 18' X 7' HOLDER WITH 2' GALV. STEEL & 18' X 8' USE 2 FASTENERS. VERTICAL TRACK 1/4' X 3/4• FOR 18'X7' & 18'XB' 16GA. 16'X8') HEX HEAD SELF SEE TOP BRACKET 13GA. (18'X7'• DRILUNG SCREW DETAIL D ON PAGE 3 USE Two EXTRA 18'XB') [-16' X B' & 10' X 8' DOOR SELF DRIWNG 63' (18' X 7') 72(16 ' X8) 72' (16X B' 72' ( 10' X 8') 54' ( 18' X 7') 63• 18' X 8 63' ( 9; X 8') 42" ( 18' X 48• ( I B. X 48• ( 16' X 48" Q ' X 33' ( 18' X 7 ) 39'( 18'X8.) 39' ( 9' X W) 21•( 18'X7) 24' 18' X 8' 24• ( 16' X 8') 24' ( 10' X 8') X 7') X 8') 3/ 4• POLYSTYRENE INSULATION STANDARD FOR MODEL 735--% 19- 1/2'. 21- OR 24' HIGH PANEL GALV. RAILS 8 STRUTS - 3' 18GA WIDE SEE DETAIL A) LOCK 2' ROLLER WITH 7/16' SCREWS THROUGH TOP AND BOTTOM SEE DETAIL C DIA. LONG STEM. TIRE: STEEL 10 BALL LEAF OF HINGE LH.' USE ONE EXTRA 18' X 7' & 18' X 8' DOOR AND END STILE, SELF DRILLING 2• HURRICANE ROLLER ON 16 X8, 18'X7' SCREW THROUGH TOP LEAF OF WITH 7S1DIA 18 XB • HINGE ON 10'X8'. LONG STEM. M. TIRE: STEEL 10 BALL 9' X 8': 10'X 8' 20GA. END CAP, NO RIVETS. 9'X8' 2" ROLLER WITH 16' X 8': 16G4 END CAP & RIVETS. 7/16" DIA. SHORT STEM. 18' X 7' & 18' X 8': 13GIL END CAP & RIVETS. 14 GAGE GALV. STEEL END HINGE ATTACHED RAIL WITH 4. S. OR 6 SCREWS. SEE DETAIL C. EEND 0 GAGELp 6'STILES 8 16' XB' & 18'X8 DETAIL C POP RNEr TOP AND BOTTOM OF ENDCAP TO END STILE AND PRE- 2• GALVANIZED STEEL STRUT. OPTIONAL SSB GLASS 5' 9' X 8' (3 BRACKETS) 16' X 8' (4 BRACKETS) PAINTED STEEL ATTACHED WITH 1/4' X 3/4' 10' X8' 4 BRACKETS) 18. X 7' 7 BRACKETS)) 26 GA ALL LONG HEX HEAD SELF 18' X8' 7 BRACKETS MODELS EXCEPT DRILLING SCREWS. 24 GA E ENDSTILES -FASTENED MODEL ( 2 PER VERTICAL STILE) WITH GAG WITH TOG- L-LOGS TO PANEL 750 4 STRUTS USE END CAP OVER END STILES. 1-3/8' POLYSTYRENE 3. 20GA WIDE SEE DETAIL C) INSULATION OPTIONAL (SEE DETAIL A) FOR MOD. 724 & 730. 4•X 16" AIR VENTS 13GOL GALV. STEEL (2) REO'D. B I BOTTOM BRACKET1ATTACHEDWITH360SO. IN. MIN. 2• FASTENERS (I6' X8'). TOTAL OPEN AREA) V:.4 FASTENERS (18X7' OPTIONAL.- r- 6. & 18'X8'). SECTION B-B 2 FASTENERS (9'X8') 18 GAGE GALV. STEEL CENTER HINGE AND (10'X8'). ATTACHED WITH 4 FASTENERS. SECTION A -A 20 GAGE GALV. STEEL CENTER STILE CENTER STILES & ATTACHED WITH TOG- L-LOC OR POP RIVETS -1 f- 1.25' HINGES (1 COLLIN TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16• X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'-0' 8'- 0' 25.5 29.1 38.2 43.7 10 -0' 8'- 0' 33.0 36.9 49.6 55.3 16'-0' 8'- 0' 24.3 27.3 36.6 41.1 18'-0' 8'- 0' 27.3 30.7 41.0 46.0 18'-0' 7'- 0' 27.3 30.7 41.0 46.0 3' 1 q DETAIL A 3' 18GA WIDE STRUT WILLIAM T. LINDEMANN P'E. ' DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', 30' ROOF HEIGHT, ROOF PITCH > 10'. 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN 11HE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. Consulting Structural Engineer; 1140 Anderson Street Clermont, FL 34711 . 352) 242.0100 " 6 STRUTS - 3' 18GA WIDE SEE DETAIL A) LOCK OPTIONAL - SEE DETAIL C- 4"X 16" AIR VENTS 4) REO'D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL ALTERNATT CONSTRUCTION USING ( 2) STRUTS./_ SINGLE CAR) OPTIONAL B 8. OPTIONAL SSB GLASS 18' (DOUBLE CAR) 4'X 16' AIR VENTS 4) REO'D. OPTIONAL 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL SSB GLASS UGHTS 16' (DOUBLE CAR) OPTIONAL SSB GLASS 5 STRUTS 3' 18GA WIDE SEE DETAIL A) 4'X 16" AIR VENTS 1 2) REO'D. B 60 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL.---_ NOTE: ALL NON - DESCRIPTIVE FASTENERS SHOWN TO BE 1/4•-20 X 5/8• HEX BOLTS & NUTS OR 1/4• X 1/2• LONG HEX HEAD SHEET METAL SCREWS. NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC G 2422 F 2413 E 2137 D 1724 C 1549A B 1549 A 1449 1366 REV.I E. C.N. 3/5/02 KDD 1/25/02 8 CENTER STILE ( 7) COLUMNS CENTER HINGES (5) COLUMNS ALTERNATE CONSTRUCTION USING ( 2) STRUTS B HINGES ((3) COLUMNS B CENTER STILES & qEh 7 (SINGLE CAR) HINGES (1 COLUMN) OPTIONAL LOCK P.O. BOX 13858 MAUMELLE, AR. QV] MS®R X=R 72113 1(501) 562-1872 I MODELS: 724, 426, 730, 735, 750, 550 24/97 DWJG PART 101WINDLOAD NAME: RESIDENTIAL STEEL DOOR FOR SBC 100 @150% MPH, FBC 120 MPH EXPOSURE " B" 9-8-95) Xa-A ..)NEXT LEVEL PLOT -KALE DATE: 9/14/ 94gg_ B-033 DR GDR DWG. NO. 11- 01-94) SCATES) DATE APPROV. SHEET 2 OF 3 OPENING HEIGHT DOOR OVER HEIGHT) 13 GAGE MIN. GALV. STEEL TRACK SPLICE FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2" LAG SCREWS, a U 2" GALV. STEEL VERTICAL TRACK FOR 18' X 8' USE16GAL (16'X8'313GA. 18'X8' 1/4• X 3/4• HEX HEAD SELF DRILLING SCREW DETAIL D 72•(18:XB') 72"(16X8' 72" (10' X 8') 63 18' X B') 63• 9' X 8') 48• (18' X 48" (16' X 48" (10' X 39" (18' X 39• (9' X B'.)) 24• (18 X 8') 24• 16' X B' s• 24• (10' X 8') 18' X B.) 3/4' POLYSTYRENE INSULATION STANDARD FOR MODELL735-\ PANEL2GALV. AND PR 13 GAGE GALV. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER HOLDER IS TURNED DOWN. NOTE: 16' X B' USES TOP BRACKET ON SHEET 2. 16' X8'k 10'X8'DOOR 2• ROLLER WITH 7/16• DIA LONG STEM. TIRE STEEL 10 BALL 18' X 8' DOOR 2• HURRICANE ROLLER WITH 7/16• DIA LONG STEM. TIRE: STEEL 10 BALL r 9' X8' 2• ROLLER WITH I 7/16' DIA. SHORT STEM. 14 GAGE GALV. STEEL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS, SEE DETAIL C. 16' XB' k 18'X8' POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE END E- 510' X8't4 STEEL STRUT. BRACKETS; 16' X B' 7 BRACKETS; 26 GA. ALLY ATTACHED WITH 1/4• X 3/4•MODELS HEX HEAD SELF EXCEPT20GAGEENDSTILES - FASTENED 24 GA. MODEL WITHLONG ZGALVANIZEDDRILLINGSCREWS. 2 PER VERTICAL STILE) TOG-L-LOCS TO PANEL 750 © USEENDCAPOVERENDSTILES. SEE DETAIL C) 1-3/8• POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724 R 730. 13GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2• FASTENERS (16'XB'). 4 FASTENERS 18 X8'). 2 FASTENERS (9'X8') 18 GAGE GALV STEEL CENTER HINGE SECTION B-B AND (10'X8'). ATTACHED WITH 4 FASTENERS. SECTION A -A 20GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS --1 '- 125• TOPANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY ANDSPACING. FASTEN TO WOOD JAMBS WITH 5/16• X 1-1/2- LAGSCREWS. PREPARATION OF JAMBS BY OTHERS. P. S.F. TAB 3" LEDOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 25. 5 29.1 38.2 43.7 10'- 0" 6 -0" 33.0 36.9 49.6 55.3 16'- 0" W_- 24.3 27.3 36.6 41.1 18'- 0" 8'-0" 77.3 30.7 41.0 46.0 USE FOUR FASTENERS r RAILS 9'XB'.- p 1.1 To sTRlns 18GAWIDE SEE DET/a B AILUSE TWO EXTRA SELF DRIWNG LOCKSCREWS THROUGH 00 TOP AND BOTTOM LEAF HINGE USE ONE EXTRA SEE DETAIL C AND END STILE. SELF DRILLING 16'X8 ANDD LH. SCREW THROUGH 18 'X8'. TOP LEAF OF HINGE ON 10'X8'. 9' X 8': 1O'X B' 20GA. END CAP, NO RIVETS. 16' X 8% 16GA. END CAP h RIVETS. 18' X 8% 13GA. END CAP & RIVETS. RAIL 20 GAGE END STILES O, a sTRurs 3' ISGA WIDE SEE DETAIL A) e LACK OPTIONAL--, D ETAI L C SEE DETAIL C- 4.X 16• MR VENTS 4) REO' D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL OPTIONAL SSB CLASS 4if 16" AIR VENTS 18' (DOUBLE CAR) 4) REO' D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL 8' B CENfER STILECOLLA06 CENTER APICES ( 5) COMM ALTERNATE OPTIONAL SS8 CLASS LIGHTS- USING (2) 16' (DOUBLE CAR) B STILES ( A S OPTIONAL SS1B GLASS L)G{-\ALTERIA CONSTRUCTION i r- A \LNG (2I S. OPTIONAL S58 GLASS UCHR-\ 21 I61ll Illl Ill IB 11 I I L_Z J'. III I I Illlltil lti• a a NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4•- 20 X 5/8• HEX BOLTS R NUTS OR 1 1/ 4' X 1/2• LONG HEX HEAD SHEET METAL SCREWS.wini © ni® lK 1; DETAIL A ' 1 3" 18GA WIDE STRUT WILLIAM T. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED INTHETABLEABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10', DOOR FULLY, IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", 30' ROOFHEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE. Consulting St- actural EngioEer, 1140 kD9erson Street ClermGnt, FL 34711=. ' 13521 242. 0100 =;'.,; AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR v OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE,I-OADS, GIVEN THESAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE NOTE: GLAZING DOES NOT" SATISFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. DEBRIS REQUIREMENTS IN FBC G 2422 3/5/02 KDD F 2413 1/25/02 E 2137 2/9/00 D 1724 6/24/97 C 1549A B 1549' A 1449 ( 9-8-95) 1366 (11- 01-94) (SCATES,' REV.1 E.C.N. DATE APPROV. B P. O. BOX 13858 MAUMELLE, AR. 72113 501) 562- 18 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS 101993-8, 9 PART NAME: WINDLOAD FOR SBC RESIDENTIAL 100 @150% STEEL DOOR MPH, FBC 120 MPH EXPOSURE "B" NEXT LEVEL PLOT KALE DATE: 9/ 14/ 94 DRN. GDR DWG. NO. 99-B- 033 SCALE SHEET3 OF 3 Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xls PAGE DESCRIPTION DRAWING REPORT # SERIES INDEX 'MASTER FILE NUMBER 1 •.. 1 INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 1000 2 • INSTALLATION DETAIL WM SCREWS HORZ. SLIDING. FIN WINDOW F[ EX0028 1000110003 INDEX ..MASTER 4 INDEX' 6 JINSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION FILE NUMBER 2 IINSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3- INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS IFLEX0029 IFLEX0020 IFLEX0016 11000 11000,1600 8.20006 INDEX , 7 INSTALLATION DETAIL W/#8 SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 . I 1000,1500 & 2000 1000 8 2000 8 INSTALLATION DETAIL W/98 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0036 1000 1760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000 1760 & 2000 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW INDEX .-.-MASTER FILE NUMBER 6 12 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 IFLEX0021 1000,1750 & 2000 1600.1000 & 2000 13 . INDEX .. 14 SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER FILE NUMBER 8 .. ; FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IFLEX0027 1HMFINTR 1600,1000 & 2000 1000 / 1600 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE —CAPACITIES 1HMFLGTR 1000 / 1500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFIN 1000/1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 IFIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFIN 1100011600 21 IFLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JIVMFLG 1000 / 1500 22 INDEX' 23 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES j1VMHMFLG MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 1000 / 1600 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLO 1200030IFINVERTICALMULLIONSECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 FLANGE VERTICAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 12VMFLG 12000• Page 1 of 1 mibmasters.da TEST REPORTS 0 ALITY WINDOWS BY FLORIDA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1/2" X 84 1/2" .SER.. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" -SER: 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1/2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFfEST ONE S* v00D CONCRETE OR BUCK BY OTHERS MASONRY GPENING CAULK BETWEEN VOOD -r OTHERS BUCK t NAS'Y. OPENING BUCK WIDTH 1.1/.' wln CONCRETE OR BY OTMERS j c.u0.cM1 MASONRY OPENING 3Y OTHERS INSTALLATION ANCHOR FLANGE TYPE $ MIN A$ REDID. / t• - I D MAz. 3/16' DIA. TAPCON VINDOV FRAMC (SEE NOTES) \ SMOVN (SEE NOTE 9) JAMB ONE 8r WOOD INSTALLATION AN BUCK BY OTHERS 3/16' D:A. TAPCON SNOVN (SEE NOTE 9) p CAULK BETWEEN 1 V!NDOV FLANGE I VGOD 311CK D I-1/4' MIN. GLASS (TYP,) C EMBEDMENT (SEE NOTES) CAULK BETVEEN / Y vINDOV FLANGE J t VOOD BUCK PERIMETER SHIN AS REO'D. CAULK1/4• MAX. By OTHERSSEENOTES) STUCCO WINDOW VIDTM 1 BY OTHERS J Nl\ FLANGE TYPE STUCCO PERIMETER VINDOV FRAME BY OTHERSHEADER CAULK BETVEEN CAULK SECTION B-B „AS'T BLOCK BY OTHERS 6r OTHERS GLASS (TYP.) SEE NOTES> VINDOVHEIGHT P-RIME TERCAULK BY OTHERS a BUCK EIGHT RANGE TYPEV1NDOvFRAME SILL c WINDOW HGT. I K. WINDOW WTH. EL)= VATION VIEWED FROM EXTERIOR C Q I SILL STOOL V By OTHERS O p• CAULK BETVEEN IJINDOV FLANGE PRECAST SILL PRECAST 'SILL By OTHERS V/VLILKEM 11S ` W` tkoAD-ESIvE CAULK F t) OR ESIVC D COL. CALK SECTION A —A F' TAPCON LOCATION CHART CALL TIP TO L AEONS N HEAOI OCATIONS IN JAMB joT UP TO OISIZETIP50s, SO P r S0ps• 7T. 022 74 x 26 C.0 LJ I,J 023 7+ x 383/8 C. G.EI I,J.K.L I,J.K,LI0+t 7. x 50 S/! C. C.D C.O.E I,J.K.L+; D321 I/. A e L 1.. .L O]3 110E 1/. x 39 3/e I B.C,C _ I 3.^,O.E I U.K.L I I J.K.La1I/a x , • a.C.C.E 1 +.3.C.C'.-.r I,J.K.L G.H I,J.+,L T22 I 1 A o 1.1G I,J I,J T23 111 A 3e 3/3 B.0I.- I I.J.K,L IJ.K.LITtI11XB.C.G.E 3.C,0.E % LJ.K.L IJ K L M2 A L.1i.: r. .L I,J, ,L I,J,K.L u3 t20 % 3. S/8 B.C.C.- ' I +.3 _.D.E.F I,J.KL I.J,K,L t 1 x 6 A.B.C. .-.F A, 3.C.O.E.F G.H,I,J.K.L I.J K L 6020 72 It 24 Y I,J I,J603072x36IC. CAGE Li I I.J,K.L 7 t C.0 3.C.O.E I.J.K,L 1,J.K.I 7020 e• A 24 L 7030 Ba z 36 B.C.E I 3.C.O.E I,J,KL I,L 7040 a (• B.C..E I.J.K.L LJ,K.t 8020 96 A 21 n.L 8030 96 x 36 B.C.C.- B C.O.E I JK.0 I.J.K.L 1 B.C.C.- A.B.C.DE.F I.J.KL G M I J K I 9020 108 It 2. 1., P.L..c 1,.! I.J.K.L 9030 108 X 36 B.C.C.E 3.C,0E I,J.K,L I,J.K.L B C C E A.S.C,D.E.F I J K L IJKI t0020 t20 x 24 L..c Li I,J.K.L 10030 120 x 36 B.C.C.- S.C.O.- % I.J.K.L I.J.K,L 10040 120 X t8 B.C.e.E A.3.C.D.-.F 1.J.K.L LJ,K.L H 1 J B V60 2 12002 A APPLICATION EIIOLK:Rb4. INC.. 230 NOT-S 1) SHIM AS REO'D. AT EACH INSTA_LATKM ANCHOR. MAX. ALLOWABLE SHtu STACK TO BE 1/t'. 2) WINDOW FRAM- MATERIAL: ALL:U:NUM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFtCIENT LIM. TO ACHIEVE MIN. EMSEDUENT'OF 1-1/4 INTO MASONRY OR CONCRETE. t) USE SIL"NiZED ACRr_IC CAULK BEHIND WINDOW FLANGE AT MEAD & JAMBS. SILL MUST BE ATTACNE3 TO THE SUBSTRATE W17m VULKEM 116 ADKESIvE CAUIx OR A;:zROrD EO(JAL. S) USE SILICONIZED ACRr_:-- CAIr_K FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF. EXACT WINDOW SIZE IS MOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY GUSTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE RE0:0. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMEN"S OF ASTM E1300 GLASS CHARTS. 8) LETTER CESIG.NATKkb CN THE T:.N_GN LOCATION C: ART INOICAT- WERE TAPCON ANCHORS*AR.- TO EE INSTALLED WHEN US,NG THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED IDLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W..'y (L S:REwS OF SuFFICIEN, LTH. TO PRCNIO- MIN• 5/0 IN. EMBED.-'.T Ih.; WOOD SUCK. 10) APPLICATION OF VULK-! I IC A:nCSIE CAULK AT -=AWE SILL MUST COMPLY WITH SEALAN- MANu-a:TUFE?'S RECOMMENDATiONS. . 11) Wr(ERE WINDOW IS INS +LLED IN MASONRY OPENINS WITH A STRUCTUAL TWO By SUCK. USE p'O SC?-wS OF SUFFICIENT :-NGTM TO ACHIEVE 1-3/e_ MIN. EM9EDME'.T AT A'.L INSTALLATION FAIT-NE4 LOCATIONS. r_..._A 32746 1`11016 40 005-0365 VAX SHEATHING HI' HIM' BEDHCn CAL'LK BETWEEN of CTNERS WINDOW FIN L SHEATHING INSTALLATION ANCHOR 9 SCREW STLt:J OR SiC;NG By OTHERS PERIMETER CAULK BY OTHERS GLAZING (tYPJ SEE NOTE 7) WINDOW HEIGHT PERIMETER CAULK BY OTHERS INSTALLATION ANCHCR 09 SCREW STUCW OR SIDING BY OTHERS CAULK BETVEEM WINDOW FIN -.J 1•Mi(ySHEATHINGSHEATHINGEMBEDMENTBYOTHERS SECTION A -A TWO BY WOOD BY OTHERS 1/A. MAX. SHIM SP.:CE SHIM AS REO'D. SCE NOTES) FIN TYPE WINDOW FRAME HEADER VINDOV V107H MAX. II (TYP.) A WINDOW HEIGHT EOUALLT SPACE ANCHORS 1 (TY1P.) B L r-- B 24D.E. A MAx FIN TYPE MAX. (TTPJ TPJWINDOW L(T FRAMESILL 6'MAX. (TTPJ ELEVATION VIEWCD ROM x RIOR MARBLE SILL STOOL OTHERSBY SPACESHIM MAX. SHIM AS REO'D. SEE NOTES) TWO By WOOD BY OTHERS I .! 212002 WINDOW WIDTH TWO BY WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) 1"' MAX. SHIM SPACE CABETWEEN F WImDoMaoW FINLSHEATHING1• FIN EM: EOME t J GLAZING (TYPJ J SEE NOTE7) - PERI>ETER CAULK SHEATHING By GiMEQS BYD. H'LRS I'iFIN TYPE WINDOW FRAME JAMB STUCCO GQ SIDING BT ALLATION OTHERS NCHOR A3 SCREW SECTION B-B No T; C. 1) SHIM AS REO'D. ADJACENT TO. EACH INSTAL-L(T*H A.:.CNCR. MAX. ALLOW42LE SHIM STACK TO SE 1/4-. 2) wLNDOw FRAME MATERIAL ALUuwUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFTIC:ENT LTH. TO A:M)EvE Mw. EWBEOuENT Of V INTO WOOD FRAME MEMBER. A) BS USE SAXONIZED ACRYLICCAULKBEHINDWINDOWFINA' HEAD. SILL t JAM. S) USE SILICONIZED ACRYIJC'CAULK FOR PEP!wETER SEAL AROUNDExTERIOR OF wwDCw FRAME. 6) CLASS THICKNESS MAY VARY PER THE RECwREuENTS CS ASTM E1300 CLASS CHARTS.. 7) INSTALL INSTALLATION FASTENERS AT 6- MAX. FROM COF.vERS AND MAX. 24- O.C. OESIGN PRESSURE CAPACITY OF D.'STALLATIONS, w'TH ANCHOR S:ACINC AS STATTO.IS 70.0 PS; FOR ALL AVAILABLE SIZES UP TO 73• X 71' wkX. PREPARED It, PRODUCT L APPLICATION C.SG11tERIHG. INC.: ZSOIMTERNATICNAL KVT.. SUITE ZS6. HCA74MV. FLCP:DA 3Z745 PHONE 4:7 665-0365 fAX 437 905-131 s TvO BY vOOD 1' MIN. BT OTHER$ SHEATHING iEHSEDMEN-, CAULK BETvfEN By OTHERS VINDGv FIN L HCATHING INSTALLATION NCAHOR STUCCO R8 SCREV IOR 1/4• MAX. SIDING By SHIM SPACE OTHERS I PERIMETER 1 CAULK. By OTHERS GLAZING (TYP.) SEE NOTC 7) VINDOv HEIGHT PERIMETER CAULK — By OTHERS INSTALLATION ANCHOR AB SCREV STUCCO OR SIDING BY OTHERS CAULK BETVEEM VINDOV FIN •' L SHEAT MING SHIM AS RED']). FIN TYPE (SEE NOTES) vINDOv FRAME MEADER VINDOW HEIGHT FIN TYPE IFRAME SILL VINDOV VIDTM 1/4' MAX. SHIM SPACE Tv0 By VOOD By OTHERS SHIM AS RCO'D. SEE NOTES) GLAZING ( TYPA SEE NOTE 7) INDOV VIDTH 2X• D.E. FIN TYPE VINDCV j A FRANC JAMB II ( MAX.) TYP. T EOUALLY SPACE 1 ANCHORS (TYP.) MARBLE SILL A STOOL BY MAX. O. C. I TTP.) OTHERS X. < .C. 6 nAX.<TYP 1/•' MAX. SHIM SPACE I, SHIM AS REO'D. SEE NOTES) y I SHEATHING 1'NiN By OTHERS BY OTHERS BySECTION A -A PERIMETER J CALKBr DINERS STUCCO DR SIDING BY OTHERS SECTION B-B CAULK BETvCCN VINDOV FIN L SHEATHING 1• MIN EMBEDMENT L SHEATHING By OTHERS INSTALLATION ANCHOR 3 SCREV NOTES- 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. MAX' ALLOWABLE SHIM STACK TO BE 1/A'. WINDOW WDOWFRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACMIEvE MIN. EMBEDMENT OF I' INTO WOOD FRAME MEMBER. A) USE SIUCONIZEO ACRr.0 CAULK BEMND wNDOw FIN AT HEAD. SILL h JAMBS. ELEVATION :) USE S"OraZED ACRYLI CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF wNDow rRAME. V) EW M X RIOR 6) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CUSS CHARTS. rr1. i: tJk r•e,.t. 7) INSTALL INSTALLATION TATENERS AT 6' MAX. FROM ccRNERs AND MAX. 24' O.C. DESIGN PRESSURE. CAPACITY OF INSTALLATIONS wIT,I ANCr:)R SPACING AS STATED. IS 70.0 PSF yam: * l7 KJ n:(,,]I(;,:-.•.I:: IlIvCJ..Cf FOR ALL AvAM2LE SIZES UP TO 119- X 19 5/8• mAx. q21100 V DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL. INC DAiSANFORD, FLOP.IDA TITLE: INSTALLATION'DETAI.L v/ #8 SCREWS HORZ. SLIDING FIN VINDOV XOX CONFIGURATION- SERIES 1000 DRAWN BY:BB AAPROVED BY: DATE: i 7/0l SCALE: N. T. S. DWG.: FLEx0029 PRCPARCp A, PRODUCT A AP> IUrtON C141K[vu,G. IHC.. 250 IMTCRNATIONAL KVY. SLITC 2U. N[AT,nD . t'-CRIDA 32746 Pr4< AOT BOS•0765 FAX A07 B:S•075! CONCRETE OR 7- MASONRY OPENING BY OTHERS ONE By WOOD BUCK By OTMERS CAULK B£1WEEM WINDOW FLANGE L WOOD Stucco By OTHERS PERIMETER CAULK V M BY OTHERS WINDOWHEIGHT) GLASS (TYP.) SEE NOTES) PERIMETER CAULK By OTHERS CAULK BETWEEN WOOD BUCK L MAS•T. OPENING BY OTHERS 10 A INSTALLATION ANCHOR 3/16" DIA. TAPCON MIN, EMBEDMENT 1/•" SHIN SPACE MAX.-j r 1 SHIM AS REO'D. SEE NOTES) tB FLANGE TYPE ME WINDOW FRAME HEADER RIGID VINYL GLAZING BEAD T TP.) FLANGE TYPE WINDOW FRAME SILL CAULK FLANGEETWEENWINDOWFLANGE J aLPRECASTSILL V/VULKEM 116 PRECAST SILL SECTION A -AADHESIVECAULKBYOTHERS OR APROVED COL. W.W. A- A B C D W.H. 1 B I I ' ELEVATION a ONE BY WOOD - SUCK BY OTHERS B.W. BUCK WIDTH) 1/.• SHIM RANGE TYPE SPACE MAX. WINDOW FRAME SHIM AS REO'D. JAMB (SEE NOTES) INSTALLATION ANCHOR. 7/16" Dla. TAPCON R [GID VIN•t CipZ(nG BEAD GLASS (TIP.) SEE NOTES) P- CONcn7E OR MA10URY OPENING BY OTHERS 1-Va' IM j E.uwcHr j LA B.M. CAULK BETWEEN LICK WINDOW FLANGE IGMT) L FOOD BUCK v PERIMETER - CAULK SilKCO BY OTHERS By OTHERS V.V. WINDOW WIDTH) CAULK BETWEEN - WOOD BUCK LSECTIONB-B MAS'Y. OPENING NOTFS. BY OTHERS 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. A_LOWASLE Slum STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) MSTALLATK)N ANCHOR MUST BE OF SUFFICIENT LTH. 10 ACHIEVE YIN. EMBEDMENT OF 1-1/a- INTO MASONRY OR CONCRETE. a) USE SILICOMIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD a( JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESrv£ CAULK OR APPROVED EOUAL. - 5) USE S4K:ONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCMOR QUANTITY L67ED WITH NEXT LARGER SIZE. FOP THE APPROPRIATE DESIGN PRESSURE REO'0. 7) GLASS THICKNESS MAY VARY PER THE REOUIREuENTS OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CMwRT INDICATE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WM£N USING THE EXTERIOR ELE•JATWN AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR T.PCOM ANCHOR SHOULD BE FILLED WITH /8 SCREWS OF SUFFICIENT LTH. TO-PROIIDE MIN. 5/5 IN. EMBEDMENT INTO WOOD BUCK. 10) APPLICATION OF VULKEY 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S P.ECOMMENDAT:ONS. 1 t) ONE ADDITIONAL FIELD DR14LED 4 INSTALLED ANCMOF. (S REO'O. IN EACH JAM2 ON THE FOLLOWING SIZES: -025- (73 7 62). 'D26' 73 X. 71). '56M6OM''(65 X 71). h '50u6OM" (71 .X71). PLACE_ ANCHOR BETWEEN ANCHORS G AND I AND K-TWEEN ANCHORS M AND J OVER 55 PSF ONLY. 12) WHERE WINDOW IS INSTALLED IN MASONR`f OPENING W17M A STRUCTUAL F TWO BY WOOD BUCK. USE /10 SCREWS OF SUFFICIENT LENGTH TO ACHiM 1-3/8- MIN. EMBEDMENT AT ALL LNSTALLA,K:N FASTENER 7t LOCATIONS. ON SIZES NOTED IN NOTE ()I ADD A J:0 SCREW 1 ' ANCHOR, TO EACH JAMB FOP NOTED DESIGN PRESSURES. J aFMANWACTUnfi NAME! Ur4 .rT7v / R S MASM _ PocPA?EL iT. PPCDL!-1 L APPLICATION U CALL TIP TO SIZE I TIP IH2 26 1/2 X 26 1M3 26 1/2 X 38 3/8 IHa 26 )/2 x 50 5/a 1 H•5 26 1/_ x 56 1/a 1M5 26,1/2 x 63 1H6 26 12 x 72 223 37 x 38 3/6 24 37 A 50 5/8 5 37 x 56 I/A 25 37 x 63 26 37 x 72 Va x o 33 53 1/a X 38 3/8 34 53 1/3 X 50 5/8 3A5 53 1/3 X 56 1/. 35 53 1/8 X 63 36 53 1/3 x 7 2C23 74 A 38 3/5 024 7• X SO 5/a 0245 74 X 56 1/4 D25 7a x 63 025 74 x 72 20u20u20u30Y 20u.0M 20u.64 20YSOM7fWA0. X a 2• X 36 2• X .8 24 X 54 2• x 60 2. x 7 30M20M 36 X 2. 30u30Y 36 X 36 30Y40U 36 x 48 30ua6M 36 X 54 3OW50M 36 X 60 30u60Y 36 X 72 M 4OU30M 48 x 36 40Y/0M 48 x A8 AOUA6u 48 x Ss 40MMM 48 x 60 a0u60Y A! % 72 a 46u30u S. X 36 45M40M 54 X 46 a6u.6Y 54 X 54 46L150M 54 X 60 l 4 V 54 X 7 OM20u 60 % 24 TO Six C CC CC C CC CC C C CC IB.0 S.0B.0 ex CC C Cr C CC CC LC CC C CC TO CC CC C CT C CC C CT et0C S.0 B.0S.0 S.0 8.0 T' CC CC CC C C TC CC C CT- e.0S.0 e.0B.C. BeS.0 TO 7C.SI C CC CC C CC C C C 2.0 ofB.0 e.02_C AB.C.0 e.C.0 A•2.C.D C CC CCT C CC CC S.0 e.0B.0 8.0B.0 B.0 S.0S.0 yRT LOCATIONS IN JAM(3 JWTr J PY 0.., 0 I TO TO A r 7 C.M GM GM G.M G.M LM C.M G.H GM G.H G.M.I.J G.H GM.1.J G.nI,J G.M G.HJ,J M GM G.H H Gn GM O.MJ.J C.M G.MJ.J G.M GMJ.J c.JJ G.MI.i G,H,LJ CF.G.MI,J G.H c,M 4.HGMJ.J G.M G.MI.J G -J.J G.M.0 G.MJ.J E., 4.v.w G.M.0 G.MJ.J EF.C.H..0 G.M.LJ E.F.G.M.LJ E.F.S.m.0 G.H G MJ.J GMJ.J C.H.0 G.MJ.J EF.G.M.LJIG.MI.J E,F,GMJJ EF.CMIJ GM GM G. M CMGM G.M G.M G.M I G.H,I.J I G.MG.M G.HI,J GM CMI, J i1 M G , M CM c. M G.M G.M G.MJ.J GMJ.J G.H GMJ.J G M,LJG.H GMJ.J GM.LJ C.MJ. J G.MJ.J E.F_G,MI.J G.H G.M G.MG,MJ, J G.H I,J G.M 0.11J. J C,MJ. J G.MJ. J E.F GMI,J H GM. 1. JGMJ,J G.M 1,JE.F. G.M•LJ E F M I Co.. M GM G:M G.M GM.I,J G.M I G.MJ.J GM.LJ G.HJ. J G,HJ.J EF.c.M.1.J 5Cu]pu 60 X 36 C B.0 B.0 G,M GM GMJ.J W.O. 60 X .6 C B.0 e.0 G M C.NJ.J G.M,I,J S0ua64 6C x 5• C S.0 S.0 C.M.J,JG.MJ.J E.F.G.H.Li 5okwu 60 X 60 C S.0 e.0 6M.I.J O.MJ.J E.F,G.M.LJ 50u604 60 X 72 C B.0 e.0 G.M.I.J . E.F.G.HI.JE.F.C.s.0 3Tv_2Tw AOl .t. . M .H 56u30u 66 X 38 e c B,C ..3,C., G.M G.M G,MJ.J 56Y40M 66 X a8 S.0 e.0 Ae.C. GM G,MJ.J G.MI.J 56u.64 66 X 5• e.0 S.0 •.R.0 : C.M,LJ G.NJ.J E.F.G MJ.J55u50W 66 X 60 E.0 B.0 A.B.C.= G.M.I,J E.F.G,n,I,J E,F.G^u LEN604 66 x 72 S.0 .-C.: G.m.0 E.F.G,MJ.J E,r.GM LJ• Y 4 O,_ Q. (4.n ,M 60Y}174 72 x' 36 e : B.0 •.':C.: G.M G.n GM!.J 60Y.0u 72 X AS 2.0 B.0 A.e.C.: GMI GMJ.J 60w6v )2 X 5• e : B : A2.C.: G.M.I J 1 G.MJ.J E.F.G.M,LJ 6OU5Du 72 A 6C S.0 S.0 A,e,C.7 G.N.LJ E.F,G.M.I.J E.F.;M.I.J u SW 72 X 72 e : B.0 .,e.C. G.MLJ E.F,C.H.I,J :: M 1 J. ADDITIONAL ANCHORS RE-D. S_E NOTE 11 INTERNATIONAL, EXTRUDERS NO. OR J1 ... ., TITLE: INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGEWINDOW - SEPIES 1000 t DRAWN BY: BB I APPP.OVED BY: DATEACl/23/ 011SCAMNTS DWG.: FLEX0020 25C In TERMA•I^ PAvf. :7;TC 2W. M•)'3'•'. F;:::Y 32746 hf{ •:7 607-03.5 ru •,: a"-075t i CAULK BETWEEN B.V. ONE By WOOD CONCRETE OR WOOD BUCK 6 (BUCK WIDTH) MASONRY OPENING A.Y. OPENINGBUCKBYOTHERSByOTHERSBYOTHERS INSTALLATION ANCHORS ONE BY WOOD 3/16' DIA. TAPCON CAULK BETWEEN BUCK 9Y OTHERS WINDOW FLANGE • ( 6 WOOD BUCK I -I/.' MIN. u 0 E{ A EMBEDMENT S1,IM,;/,RA%. RIGID viEAD (SEE NOifi) _\ I T I GLAZING BEAD INSTALLATION ANCHOR (iYPJ _ 3/16' DIA, TAPCON TUCCO / BY OTHERS PERIMETER S Z. I SHIM AS REO'D.. 1/4• MAX. SEE NOTES) CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER RIGID VIMYL LAZIMG BEAD y (TYP.) Dev GLASS h l" ITTP.) (SEE NOTES) GLASS TYP.XSEE NOTES) STBy IMERS v O FLANGE TYPE ' 3" VINOOV FRAME JAMB CAULK BETWEEN OWINDOWFLANGEpERIMETER L WOOD BUCK CAULK BY OTHERS V.V. QIGHT) ( WINDOW WIDTH) I B.M. BUCK CAULK BETWEEN HEIGHT) WOOD BUCK 6 CAULK BETWEEN WINDOW MAS'Y. OPENINC FLANGE 6 PRECAST SILL BY OTHERS v/ VULKEM 116 ADNESIvE CAULK. OR APRV'D. COL. SECTION B-B FLANGE TYPE CONCRETE 01, PERIMETER vINDOv FRAME MASONRY OPENING CAULK SILL BY OTHERS BY OTHERS W.W. PRECAST SILL' a Q a ABYOTHERSA B C p• F SECTION A -A11) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE "Y SHIM STACK TO BE 1/.. D _ E 2) IWINDOWNSTALL FRAME CHO RIµ: ALUMINUM ALLOY 6063.7 INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE y1nM. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. A) USE 51000N12E0 ACRYLIC CAULK BEHIND Wv+00w FLANGE AT HEAD J B K B 0 ' h JAJJBS. SILL MUST BE ATTACHED TO THE SUSSTRA"E WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOVAt. y • S) USE SIUCON2E0 ACRYLIC CAULK FOR PERINEicR SEA: AROUND W,H. F Ci C , EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE r APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUtREMENTS OF ASTM E1300 FUSS CHARTS. 6) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDtCAiE WHERE TAPCON AN CHOPS ARE t0 BE INSTALLED WHEN USING TnE TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30Pv TO AO -SF AIPv TO 7OPSr 30-V TO OlV A,W TO 7s5, 12 16 1/3 a 25 B B F,c F,C 13 16 1/3 a, )7 3/6 B B f,c r.G 1. 16 t/6 a .9 s/6 B B F,G F.c 1.5 1B 1/6 a 55 1/• B B F,c F.G I S a 1/5 a 62 B e F.G F.G 16 16 1/8 A 71 B B F.G r,GJ•.J 17 1 t• 1 1 53 P Fc r.GJ:I 1.2 25 1/2 A 25 B B G tn3 1/2 X 31 3/8 B B F.G F.c tH. 25 1/2 A .9 5/0 B B F.G F.G.MJ 1H43 25 1/2 a 55 1/4 B B F.0 r,G,HJ InS 25 1/2 a 62 B B F.G F,c!tJ IMB 25 1/2 A 71 g B F.c F,c.nJ 1H7 2s 1 2 It 63. e e F.G.J.K F.CJ.A 30 1/2 . 26 29 1/2 a 25 N 1/7 . 36 3/8 29 1/2 A 37 3/8 B B r,C F.c 3o 1/2 . 50 3/6 29 1/2 A 49 5/8 B B F.c F.C. mi 30 1/2 56 1/4 29 1/2 X SS 1/• B B F,D F.C,r.J 30 1/2 . 53 29 1/2 A 62 B B F.G F,GJiJ 30 1/2 . 72 29 1/2 It 71. e e F,G.HJ F.G.mi 301 2 . 6. 29 1/2 a 63 B B F.G.J.K F,CJ.K 36X25 0 23 36 a 37.3/5 B B F,C F.0 24 35 a .9 5/6 B e F,G F,C,nJ 245 36 + 55 1/4 B B F,C F.C,H1 25 36 It 62 B B F,GJ1J F.G .r.J 26 36 A 71 B 8 F,G,H,I O.E.F.G -J 7 36 X 83 B B F.G.J.K r.O.M.I.it 42 •26 41 X 25 8 8 42 . 35 3/5 I a 37 3/0 B e f,G f,GMJ 2 . 50 5/8 X 19 1/8 B 8 F.G. F.GJ+J 2 . ss 1/. 1 a Ss 1/. e e F.G,HI F.c.mi 42 . 63 1 a 62 B B F.GJK.I D.E.F.GPi A2 . 72 1 a 71 B B F,C.M.I D.U.Gl:J A 1 a 63 r c J.K I F.C.H.IJ.K 48 26 47 A 25 Aa . 36 3/6 7 A 37 3/6 B A.0 r.c F.G 8 . 50 5/3 7 a 9 5/6 B A.0 f.c F.c.rJ 56 1 . 7 a 55 t/.. B A.0 F.c.M.1 F.cr.J e 7 a 62 B A.0 F.CJ,J O.E.F.G,! 1 48 . 72 a a 71. B A.0 F.C.M.1 D.Er.GrJ 7 A 83 P rCjK 32 37 1/6 A 25 B A.0 F.c F.G 33 12 1/. X 37 3/6 S A.0 r,G F.C.nJ 34 52 1/8 A .9 5/8 B A.0 F.c.M,1 F,c.M.) 3.5 52 1/1 Ass B A.0 F,C.M.1 O.E_F,cH.1 35 52 I/6 a 62 B A.0 F.cNJ O.EI.Gr..1 36 52 1/3 A 71 g A.0 F.c.H.1 O.E.F.GI+J 37 52 lie a 63 B AC F.CJ.K O.E,F.G.J.!!J.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR 7AK014 ti FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD. FLORIDAANCHOR- SHOULD BE, FILLED WITH /6 SCREWS OF SUFFICIENT LTN. ATOPROVIDEMIN.'S/8 IN. EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS TITLE: INSTALLATION DETAIL SERIES SINGLE M ESPRINTALSOAPPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 L 200E 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WIN A DRAWN BY.: BB APPROVED BY: STRUCTUAL TWO BY WOOD BUCK, USE 110 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT AT VIEWED FROM EXTERIOR A_. 1 " DATE: 10/09/01 SCALE: NTS DWG.: FLEX0016ALLINSTALLATIONFASTENERLOCATIONS. PREPAREO 8": PRODUCT A APPUCA:KR( ENGINEERNG. PIC.. 250 INTERNATIONAL PACT., SUITE 250. NE..T,4". FLOMD. 327A6 PHONE 407 803-0365 F" 407 6:s-0366 CAULK BEivEEN SHEATHING WINDOW FIN t Br OTHERS SHEATHING INSTALLATION ANCHOR B VCOD SCREW I II STUCCO By OTHERS WINDOW HEIGHT PERIMETER CAULK By OTHERS GLAZING (TYP) SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLATION( ANCHOR B WOOD SCREW STUCCO BY OTHERS CAULK•BETVEEN WINDOv FIN SHEATHING L SHEATHING' BY OTHERS SECTION A -A 1' MIN. EMBEDMENT TWO By WOOD BT OTHERS SHIM AS REO'D. 1 (SEE NOTES) HIM iAME. HEADER GLAZING (TYP.) SEE NO7ES) FIN TYPf vlNpOv FRAME SI IARBLE SILL STOOLBYOTHERS 7va BY WOOD BY OTHERS I'MIN. EMBEDMEHT r.,r,7rJra+t7 !C LO-.1 .' Y(.jYJ• IL' In S 4TfpTCTJ NAME ' - GLAZINGF y # GLAZING (TYP) ilk (SEE NOTES) vINCOv I v.DTM I A I g g 24' O.C. MAX, (TYP.) EQUALLY SPACE WINDOW ANCHORS (TYP) HEIGHT A ET )YP.) 6' MAX (TYP.) ELEVATION MEWED FROM EXTERIOR VINDCV VIDTM 1/4' MAX. SHIM SPACE SHIM AS RCO'0. TWO BY v00D cSEE NO, STUD BY OTHERS V MIN. En;EDr.:ni r SHEATHING'S BY OTHERS CAULK BETWEENFINTYPEWINDOWFINWINDOWFRAMELSHEATHINGJAMB PERIMETER INSTALLATION ANCHORCAULK •8 WOOD SCREW6rCTH.ERS STUCCO BY OTHERS SECTION B-B NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4% 2) WINDOW -FRAME MATERIAL; ALUMINUM ALLOY. 6063:,- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTA. TO ACHIEVE MIN. EMBEDMENT. OF I* - INTO WOOD BUCK. USE SILICONI ZED ACRYLIC CAULK BEHIND WINDCW FIN AT MEAD. SILL h JAM?S. . S) USE SILICONIZED AC.RnC CAUL( FOR PERIMETER SEAL AROUND ExTER)OR OF WNDOw FRAME. 6) IF EXACT WINDOw SIZE S NOT LISTED'IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED MTM NEAT LARGER SIZE. 7) GLASS THICKNESS MAT VART PER THE P,EMAREUENTS OF ASTu El300 GLASS CnARTS.. B) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG S SHOwTN. THIS PRINT ALSO A=PLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE HUNG wINDOwS. I I I 1 L.r.. a...cr .. vl Hatn(.c. I•. . IW V..r ccnvWco r ) ur ci Aeev. .m Ir..l. r.nn.rroLr. n r1e Hwtrawnn,.>.... enrr a..... s r. rnn.. v..A e..n.r .nn Ima_nu• yr .riY eca.n-.AA 7 CONCRETE ORMASONRYOPENING By OTHERS ONE BY WOODBUCKByOTHERS CAULK BETVEENVINDOVFLANGE ` t vGCD BUCK STUCCO J BY OTMERS PCRIKETER CAULK By OTHERS GLASS (TYPJ SEE NOTES, Wx WINDOW1GMT) PERIMETER CAULK By OTHERS a CAULK BETVCCN I WINDOW FLANGE - t PRECAST SILL V/VULKEM 116 ADHESIVE CAULK OR APRV'D. EOL. INSTALLATION ANCHOR 3/16' DIA. TAPCON CAULK BETVEEN vGOD BUCK t MAS•r. OPENING BY Oi)(ERS GLASS (irPJ C 1-1/4' MIN. (SEE NOTES) l A CM3EDMENT Flo,.. QDRIcV>• S SHIM AS REO•D. 1/6' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME W.W. RIDGED VINYL A GLAZING BEAD B.M. / rBUCK / HEIGHT) RIDGED VINYL GLAZING•BEAD I W.H. FLANGE TYPE WINDOW FRAME a. I a PRECAST SILL BY OTHERS SECTION ' A —A_.._, _. B.V. BUCK VIDTM) SHIM AS AMC. 1/t' MAX. SCE NOTES) RIDGED VINYL GLAZING BEAD I-vr ws. CONCRETE OR1Cw1CiC+( HASSO RT GPENING BT OTHERS INSTALLATION ANCHOR 3/16' CIA..TAPCON . . v 0 v ONE BY WOOD BUCK BY OTHERS FLANGE TYPE vINDOV FRAME CAULK 6ETVEEN pERI:iTERFLANGE v WINDOW CAULKtWOODBUCKAULKgrG CAULK BCTWEEM WOOD BUCK t V.v. MAStY. OPENING WINDOW WIDTH) I 6Y OTHERS STUCCO BY OTHERS SECTION B—B 24' DC. MAX. (TIP.) 6' MAX. (TYPJ A --NJ ELEVATION VIEWED FROM .EXTERIOR NOTES' 1) SHIM AS REO•D. AT EACH INSTALLATION ANCHOR. YAX. ALLOWABLE SHIM STACK TO BE 1/A . 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16' CIA. TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. A) USE SIUCONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD 6:,IAMBS. SILL MUST BEATTACHEDTOTHESUBSTRATEWITHVULKEMIII!AOMCSIVE CAULK OR APPROVED EOUAL. S) USE SILICONIZED ACRri1C CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITHNEXTLARGERSIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO.O. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS.. B) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C.. IS SCREWS:OF SUFFICIENTLTH. TO PROVIDE MIN. S/.B IN. EMBEDMENT INTO WOOD BUCK SHOULD BE INSTALLED. 9) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THEFLORIDAEXTRUDERS2000SERIESFIXEDWINDOWS.- 10) SEE BACK OF THIS SHT. FOP. INSTL•N ANCMDR REOUIREMENTS. 11) APPLICATION OF vULKEM 116 ADHESIVE CAULK At FRAME SILL MUST COMPLY LmTH SEALANT MANUFACTURER'S RECOMMENDATIONS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE Ito SCREWS,OF SUFFICIENT LENGiM TO ACHIEVE 1-3/8- MIN. EMBEDMENT. 13) WINDOW UNITS CAN BE MUILEO TO OTHER UTOTS USING ALUMINUM TUBE MULLION. SEEMULLIONINSTALLATIONSMEETSFORP.EOUIREMENTS. FLORIDA EX 1 RUDERS I SANFORD..FLORIDA T1TLE:iNSTALLATION D_TAIL w/ ONE BY BUCK FIXED.FLANGE WINL7jV - SERIES 1000 t 2000 1 DRAWN BY:223 APPROVED BY: 2GO2 DATE: 10/22/OI (SCALE: NTS DWG.: FLEXO018 S tEET I 0% 2 PREPARED BY:j AoDVC) TECHNOLOGY CORP.. 250 WTERNATNA ,OL %WY. SLIM 250. ,tA)r.R?+. ROROA 327.6 PHONE '07 605-0365 FAX A07 h SHEATHING BY MTMCRS CAULK BETWEEN WINDOW FIN LSHEATHING INSTALLATION ANCHOR 8 SCREW EXTERIOR FINIS BY OTHERS - PERIMETER CAULK By OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR 48 WOOD SCREW EXTERIOR FINISH BY OTHERS GLAZIN( SEE NOTE 6 IN. DNCNT VOOD FRAMING BY OTHERS WINDOW WIDTH II 1/4* MAX. It's SHIM SPACE NTS FLORIDA B•0-A.F- \ / SHIN A$ REO'D.CEI X S• NOTES) 1/tt A TIT jTj UpyR 1\tA+""" A. u ko / U 1IMAX. ACF[LE # SHIMSPEMi R GLAZING SEE NOtE 6) HEIGHT FIN TYPE vIN7Gv FRAME SHIM AS REO'D 1/ 4' MAX. SEE NOTES) VIP HE EXTERIOR FIN TYPE WINDOW FRAME A-*' ELEVATION VIEWED FROM EXTERIOR WWO FRAMING By OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR X? SCREv CAULK BETWEEN WINDOW FIN L SHEATHING SECTION B-B 7PERIMETER EXTERIOR FINISH CAULK BY OTHERS BY OTHERS NOTES• 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR, WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4 . 2). WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENCMT TO ACHIEVE MIN. EMBEDMENT OF I' INTO WOOD FRAME. 4) USE SRJCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) USE SIUCONIZED ACRYLIC CAUL( BEHIND wim%M FIN. 6) CLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTu E1300 CLASS CHARTS. SINGLE CL.(ZING IS SHOWN. INSULATING CLASS' ALSO OUALIFIED. 7) FLORIDA EXTRUDERS 2000 SERFS FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLES TO THE FLORIDA EXTRUDERS ISM AND 1000 SERIES PICTURE WINDOW. " B 8) SPACE INSTALLATION ANCHORS AT 6_ MAX. FROM CORNERS AND MAX. 24 O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WITH ANCHOR SPACING AS STATED, IS 70.0 PS' FOR ALL AVAILABLE SIZES UP TO 73' x 71- OR 63- X 95- OR t19- x 37-3/9- MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TU°-E MULLION, SEE MULLION INSTALt.( TION SHEETS FOR RECIREMENTS. WOOD FRAMING CAULK BETWEEN L BUCK BY OTHERS FLORIDA WINDOW FIN 1 t SHEATHING EMBEEDMD14 ENT TITLE: I NSTP.LL SHEATHING F I X E D F BYOTHERSDRAW SECTIONA -A N BY: B3 Fs ' DATE: l / 1 3 / 02 PREPARCD BY: PRODUCT tECHNOUDCY CORD- 250 INTERNATIONAL PKWT• SUITE 250. r LLAUUJU 127- 6 PHONE -07 C05-0365 r- 407 COS-0366 CAULK BETVCEN VINDOV FLANGE t VOOD BUCK C^-NCRETE OR MASONRY OPENING BT OTHERS By OT DR FINISH 9T DTrxRi PERIMETER CAULK By OTHERS VINDOW FRAME MEAD WINDOW HEIGHT EXTERIOR WINDOW FRAME SILL PERIMETER CALK 51 OTHERS EXTERIOR FINISH BT OTHERS CAULK BETWEEN VINDOV FLANGE t WOOD BUCK CAULK BETWEEN WQID BUCK t MASO--Y OPENING 91 OTHERS CAULK BETWEEN WOOD BUCK t MASONRY OPENING By OTHERS ONE BY WOOD BUCK IT OTHERS INSTALLATION ANCHOR 3/16' D:A. TAPCON I_I/:- MIN. EMBEDMENT 1 1/4- MAX. SHIM SPACE SHIM AS REO"D SEE NOTES) GLAZING (TYP. SEE NOTES) 1,4 CONCRETE OR MASONRY. BY OTHERS ECTION A —A INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIM AS RCO'D SEE NOTES) L 1/4- MAX. r SHIM SPACE Nf1' 1) SHIN AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. MAIL. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- CIA. TAYON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACMIV MIN. EMBEOMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6- FROM CORNERS h 24• 0. C. MAX. ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCHORS SM•OULD BE FILLED WITH /6 SCREWS OF SUFFICIENT LTH. TO PROv1DE MIN. 5/6 IN. EMEEDMENT INTO WOOD aUCK. A) INHERE wNDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE /10 SCREWS OF SUFFICIENT LENGTH TO' ACME'S 1-3/8- MIN. EuEEDMEMT AT SAME SPACING STATED IN NOTE 3. S) USE SILICOINI_EJ ACRYLIC CAULK 5EHIN0 wNOOW F-MNGE AT MEAD. SILL JAMBS. 6) USE SILICOnIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 7) CLASS THICKNESS MAY VARY PER THE REOLaREMEN?S OF ASTM E1300 CLASS. CHARTS. SINGE GLAZING IS SHOWN, INSLPATINC GLASS IS ALSO OUAIIFIED. B) BUILD DOWN AROUND CURvEO PORTION OF WINOOw FRAME 70 BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFIECIENT S'RENGTH TO AOEOUATELY TRANSFER LOAD FROM WINOOW TO THE S'RUCTuRE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 17W SERIES k 2000 SERIES. 10) ELEVATIONS S-OW COMMON CONFIGURATIONS. IT IS NOT INTENDED 70 LIMIT USE OF TnIS PRODUCT TO THESE TWO CCNFIGURATX)NS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN 6E MANUFACTURED FROM THE 1000. 1750. h 2000 SERIES DESIGNER FIXED WINDOW FPAMING SYSTEMS 1I) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE -MULLION INSTALLATION SHEETS FOR REOUAEMENTS. EXTERIOR ELEVATION SHIM SPACE SHIM AS REO'D SEE NOTES) I WINDOW FRAME A QJAMS SEE NOTES)ING II fll Y 1 PERIMETER CAULK BY OTTERS / EXTERIER FINISH J BY OTHERS WINDOW WIDTH U I-l", MIN. EMBEDMENT ONE IT WOOD BUCK BY OTHERS IN: TALLATICYN ANCHOR 3116• DIA. TAPCON CAULK BETWEEN WOOD BUCK t NA:'Y CPEN;NG it C-HERS c CAULK BET)^EN f VINDOW FLANGE a WOOD BUCK CONCRETE DR MASONRY O-ENING By OTHERS SECTICv B—B WIMDOW MOTH A A EXTERIOR ELEVATION MNDOYHEIGHT B B B.O. INTERNATIONAL. I`C A• MIN. FLORIDA EXTRUDERS N _ SANFORD, FLORIDAEuBEOMEHT ONE BY WOOD vA11iiJFA L .. ` /? 6a'l TITLESLANGE INSTALLATION DETAIL [ONCE- r._ADER v/1 BY B_CKBUCKBYOTHERSui" VV/. r DESIGNER FIXED VINDOV 1000, 1750, L 2000 SERIES DRAW i BY: BB 'APPROVED BY: DATE:02/12/02 SCALE: NTS DWG.: FLEXD035 cf f.. .r Kr +Eo.am• cr. n I.rc...rn.a A.w. E.r:t ex t.r+:.. r.mf• arr Na[ w+ «ff r.. of a:•oIN ONE BY BUCK By Ol +ERS CAULK BETVE:N VINC:'J rLANGE L Sr- ATHING P-YvODD t7tPJ BY OTHERS III XTCR:CR riNISH I 11 OTHCRS PE —.:METER. CAt?-K IT OTHERS WINDOV FRANC HEAD wOt00w HEIGHT EXTERIOR V:NDOV rRA!Z - SILL FERIMETER CA•F,K BY OTHERS Ex-ERICR r;\ISM 1• CTHCRS SHIM A: PEO'D SEE NOTE.) GLA2:NG (TV?.' SEE NOTES) SHIM AS REO•D SEC NOTES) CAULK BETVCEN dVIMDa. FLANGE I, OHC iY vDOD BUCK CAULK 1:T'JEEN VOOD 5'.ZK HASCM• OPENING ay OTHERS CONCRETE OR cF'CTION A —AMASC/G• BY OTHERS INSTALLAT:Cw ANC{;. 0 SCREW BUILD DOVN 3Y OTHERS` TO SILL) 1) SHIM AS F.EO'O. AT EACr. INS:ALLA:ION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIN STACK TO BE 1/4•. 2) WINDOW FRAME MA:ERLAL: ALUMINUM ALLC7 6061. r1-1/6• MIN. 1) TAPCON INS ALLATION ANChCPS AT S.L NLST BE OF SUFFICIENT LTH. TO ACHIE'IE I EuSEDu ENT u:N. EMBEDMENT OF 1-1/4- INTO MASONRY CA CONCRETE. 110 INSTALLATICN SCAEwi AT HEAD h JAMBS MUST eE OF SUFFK::ENT LENGTH TO ACHIEVE 1-1/8- WIN. EMBEDMENT INTO WOOD MAMING AND BUILD DOWN WHERE REOVIRED. INSTALLATION ANCHGRS h StREWS TO BE PLACED 6 IN. FROM CORNERS 6: 24 IN. O.C. MAX. A) uS_ S.ICCK02ED ACRr•IC CAULK BEHIND WINDOW FLANGE AT HEAD. S.L & JAMBS. 5) USE S.IC'OMZED ACRYLIC CAULK FOR PERIME'iER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 1/ A".MAA, 6) C'rASS THICKNESS MAY VARY PER T,E R:DUIR:u:NTS Or ASTu E1100 GLASS SHOWN. SHIM SPACE CHARTS. SINGLE GLAZING IS SHO, INSULATING CLASS'S ALSO OLLALIFIED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE,ENGtNEEREO BY O:HERS. SUED DOWN MUST BE OF SUi1CIENT STRENGTH TO AZEOUATELT TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. B) FLCRIOA EXTRUDERS 1000 SERIES DESIGNER wIN.DW SHOWN. THIS PRINT ALSC APPLIES TO FLORIDA EXTRUDERS 175C SERIES h 2000 SERIES." a) CLrvAtIONS SHOw COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LOA' USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN 6E MANUFACTURED FROM THE 1000. 1250. d 2000 SERVES DESIGNER FIXED W1400W FRAMING SYSTEMS. 10) WINDOW UNIT GIN ALSO BE MULLED TO OTMER WITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOLIREMENTS. 6UCK HEIGHT LT 1/A- u . SNIM S:A:E EXTERIOR ELEVATION MaCEN'Tr'?AIJ FLOMDA B.O.A.F.' EWSEDMEN- I I ONE Z Y vcOD YAI JFACI'Ti3F 3• NAM SUCK•3Y OTKRSA. tHSTALLATION ANCKXAMR 1 r^r, 3/16• :IA. IAPCON :1. G 0 BUCx vIDTH TL'D BY r;AMING BY OTHERS 9 EMBEDMENT 1/.- MAX. SHIM SPACE CAULK BETVE:n TvG BI BUEK t C:l+CRETE BY CTHERS SHIM AS REC'0 INSTALLA-IZN ANCHCPtSLENOTEb0StR:'J V! mm'vFRANC CAL-K BETvE[N JAMB . vINJOv rLANGE L VD BL)CK GLAZING ( TYP. SEE NOT[S) Q Q I C ONCRLTEOR' owy PERINETCP CAULK 5Y ByCTK IKGiBrOTHERSVINDOV VIO'H i EXTER: i.irINISH p CTIONB—B BY DTH:PS WINC,-" WIDTH A W / MEfGNi4H. ' e e 6- FX- FFIC` E' ;yAT10N uc. nu.ax• n wlc.+: .a A.), uS t!L K.)-aIV. r.a:.. a•• we .n ..:-AM: r.. r. A....AA I/,• MI. A? INSTALLATION CAULK BEHIND FIN SPACE ANCHOR SCREV ITTFJ Tv0 B1 FRAMING SHIM AS REOD. SHEATHING 'BT OTHERS BY C:HERS TVO BY BURG tiff NOTED DOvM BY OTHERS CAULK BEHIND FIN FIN FRAME JAMB NOTES, AB INSTALLATION SHIM AS RCO'D. 1)SHIM AS REO'0. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARINGANCHOR (SEE (rTPJ I I ( SEE NOTES) SHIM. MAX. ALLOWA-21E SHOM STACK TO BE 1/4-. GLAZING ITTP. — 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. SEE NOTES) s . J) USE SiLICONiZED ACRYLIC CAULK. BEHIND WINDOW F.N AT HEAD. -SILL B JAMBS. - r KIM IN SPACE A) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of a QIBED(AT WINDOW FRAME. S) GLASS THICKNESS wr vA,tr PER N. REtrATING GLA Of ASTM OUAL GLASS . j CHARTS. SINGLE C.A:v+C K SNOwr+, u+SuuTING G'.A55 K ALSO OUALIf1E0. S;,EATHtM„ foL6) SCREW ANCHORS AT MEAD. -SILL 6: JAMZS SHOULD BE (B SCREWS OF SLIFFIC1ENT Br CTCRS KTCRIOR fINlSHLTM. TO PROACE MIN. I IN. MIN., EMBEDMENT INTO WOOD FRAME. PLACE (6 Br ERIOOTHERS o SCREW AmCHORS.6- FROM CORNERS AND 2+- O.C. MAX.. [XIERICR J) BUtO DOWN AROUND CURVED PRTION Of wtNDOW FRAME TO BE ENGINEERED BY EXTERIOR FINISH OTHERS. BUILD DOWN MUST BE Of SUFFICIENT STRENGTH TO ADEOUATELY Br 011CPSTRANSFERLOADFROMWINOOwTOTHESTRUCTURE. PER!MCTCR CAULK 6)FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRIM ALSOBYOTHERSAPPLIESTOFLORIDAEXTRUDERS1750SERIES &.2000 SERIES._vmcPERIMETER CAULK 9) ELEVAT10NS SHOW COMMON CONF1GuRAT10NS. IT IS NOT INTEIIOEO TO LIMIT USE OF BTM—' BY.OTHERS f1n. fRnnE M[ADCTHUS PRODUCT TO THESE TWO CONFICuRATiONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTUREO FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS SEC I ION B-B 10) WINDOWUNITcmALSOBEMULLEDTOOTHERUNITSUSINGALUMINUMTUBEMULLION. SEE MULLION rNvALLATiON SHEETS FOR REOUtREMENTS. GLAZING (r YP. SEE NOTES) vIK7pV / EXTERIOR PERIMETER CAULK Br OTHERS EXTERIOR FINISH—" By OTHERS B INSTALLATION ANCHOR SCRE%,( TYPJ SHEATHING J BY OTHERS FIN FRAME SILL SHIM AS REO•D.- ISEC rCTES) / r L V N AAL Snip SPACEilllEXTERIOR ELEVATION iID 61FRAMINGBYOTHERS CAULK BEHIND FIN y Y•• r" SDKKi TAa. J17711''AA"' lySECTION A - A r 2002 EXTERIOR ELEVATION FLORIDA EXTRUDERS INTERNATIONAL. IDA TITLE: FIN INSTALLATION' DETAIL DESIGNER FIXED WINDOW' 1000. 1750. & 2000 SERIES DRAWN BY: BB APPROVED BY: DATE:02/ 14/02 ISCAUATS DWG.: FLEX0037 c..t• n nmcH ITc.um. la !f• .rze+.w .A. eArr. n•. K.Irp. Hoar ie.r ..a[ ... •na1 ... r uM CONCRETE OR SM:M AS RE-O-D INSTALLATION ANC40R MASONRY OPENING SEE NOTES) 3/16' DIA. TAPCON BY OTHERS INSTALLATION ANCHORCAULKBCTVEENINSTALLATIONTYP. WHEREDOORFLANGE 6 VOOD PUCK CAULK BETVEEN ONE 3T WOOD aP_ONS atE NOT REQ'DJ vOOD BUCK I, BUCK BY OTMCRS PfRiNETER MA$'Y, CPENINGCAULKBY OTr.E S BY O7mrRS r1 I/" MiN. EM3EDMENT STUCCO SLIDING GLASS DOOR FRAMEByOtHEiSJAMB t> 1/' MAX. I SHIM SPACE IINSTALLATTION ANCHOR I SCREv (TYP. vHERE — TAPCONS ARE NOT REO'DJ SLIDING GLASS A7DR FRAME SILL SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT 0, 11 E v . I E:EDNENi u ' G ° D A LIBERALLY APTLY CAULKIN!, UNDER SILL OR SET SiLL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' CIA TAPCON SECTION A -A TECH.-ERED GLASS TYP.) PERIMETER CAULK BY OTHERS S.G.D. VIDTH I/•- M.X. SHIN SPACE 1 1/4' MIN. I EMBEDMENT G ONE BY VppD I BUCK Br pIHERS INSTALLATION ANCTGR 3/16' DIA. TAPCON SL;D:NG CLASS DOCK HOOK STRIP CONCRETE OR MASONRY OPENINC_ Br OTHERS CAULK BETVEEN WOOD BUCK L " NAS'Y..GPENING BY """RS d CAULK BETWEEN ON VOOD BUCIK t I G ONE Pr vpp0 BUCK BY OTHERS ST Co 7 BY OTTERS , 0. B.O.JLF.TEMPERED GLASS SECTION BANiTFACI'C1RER ( TYP., 1 .. nr,c1. r1 SLIDING GLASS DOOR- - r INTERLOCK MASTER FII.E#- _ . )_ HOOK STRIP' DETAIL A i•I 1) WOO MATERIAL, ALUERMUN ALLOT 6063, 2) TAPCOm TYPE INSTALLATION ANCHORS MUST BE Of TUFfICICHT LCNGTN TO ACHIEVE MIK CNaib(NT Or 1-1/•• INTO MASONRY IR COCRCIC. _ 3) ALTERNATE TAPCOM INSTALLATION ATCMORS.FRETNI TO BACK IN ALL FRANC MEMBERS. ._. A) 'TAPCOi ANOM CHOI ON BACK OF IMIS SHEET. 5) USE SILICCWILD ACRYLIC CAULK BEHIND DOOR rLANGE AT•MC•D a JAh1S. j 6) USC XACT' 0013R ACRYLIC CAULK FOR P ANCHOR SCAT AR/,NApCM ,OuARIOR or: WLEISVEXACTLXtStTCEECITLISTEDtAI(7CPT EMART, USE AA{A t Ou+wTlir ,UST[D v;iN 1(aiORPOTITC: rCR SI:C •USE CLIATC I1C:1GN PRESSURE c Le) TOR up DmR skis USE POW S a•PA:s tXXPE sac a [T)lIGRAItIN r0 rIMIS Qo CVCMIwPLACE• MICNES. IM y VA 7 POWR UIR:P AS S)Or AALLrTMICKTESSMyNIXESPCRRCSIZ;;!TENTS R ASTM ANC R SS CHARTS. ID) ALL FACTI IC APPLI[0 NDLCS MOt D "INS. V11 ftR DMENN INTO V D J'jCF M fILL[D SLAM .B TCREL': 3 B Or Turf ICIENT U NGPROVIDECMP MIN 5/B• SINESINGLE ANTI CD OD INSU1:) DOOR UNIT ITORMERSAPPROVED USING E SEALED GLASS IN SINGLE INT SE OR CALER.TIND GLASS12) SHIM /Sill . AT CA ARE T/ IN SCALED v:iM A SMALL HINT SCAM SEALER. 14) SHIN AS RED•0. AT CA. TCT M INSTALLATIONBMA - AEDMIR:. MAX. ASTANT NA SHIM STACK 1C BE 1/4•. IN, ALLWHERE*, INSTALLATION .71 M S MUSTPANEL AW Er C crostN RCSISTANt NzL o RaIS) COWLRX tKPRCTE S MISTED NAN •OR, C RI ON BACK FIXED S SmE APPROVEDA . 007 AL R•t10NS ARE AS LISTED EIM ANCHOR, A CHART ON BACK CR IMIS SHEET. ' 16) pT ALL CtYtI/ltAT1ONS L12TC0 AmVE ARE SWvh Oh THIS OR•vlE4. MIvCKR INSTALLATION EX'ERIOR ELEV_':ON SECTIONS -A-A'. 7-/', a Em( STRIP DC,AIL APPLT TO INSTALLATION Of ALL APPROVED COlIGRATIONL 2:PANEL DOOR "3vN 17) INSTALL OK TAPCON IN CAcN P•TR EK rAcTORT APPLIED IN:TALLATION .GEES UNLESS ACTED ,. OnCRVISC OM AACmM CHARI. SCE W. OF THIS S)CCT. Is, fLERIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS LQvAa IMIS PR:NT ALSO APPLIES TI 2= SERICS AND SW'SERIES. CAULK BETVEEN G VCOD BUCK t HAS-Y. OPENING By OTHERS SM'M AS REO•D. I cSEE NOTES) INSTALLATION ANCHOR 3/16" DIA TAPCON Q CAULK BETVEEN DOOR FLANGE t VMD BUCK, d CONCRETE OR MASONRY OPENING BY OTHERS 1-1/4' MIN. EN?EDNENi 1% T 1 MAI L. IVA "I V, I -nu.. ..... 1.. .. .. R• . LE nv V. _l enn r, .A•. .t.tn. rrl.rr.Hr. M »A dttlwitfX.A: AN i•_ SVITC :SO. rCATrpS, rLOR::A. 32.4. 407-8C5-0345 f" .07-8:5-0766 INSTALLATION ANCHOR f- DOOR VIDTH j-+/t• MAX. SHIM SPACE INSTALLATION AftMOR SHIM AS Rf'0'D L8 SCREW I Tv0 BY V00D K9 SCREW SHEATHING (SEE NOTES) f r MIN.By OTHERS BY GTHtRS ( TvO BY OTHERS VOOD CAULK BETVEEN TvO BY WOODDOORFLANGE SLIDING GLASS L SHEATHING ,BY OTHERS DOTIR FRAME CAULK BETVEENy1M3 HOOK STRIP L SHEATHING I ll{1\ I \ r SHIM SPACE I SLIDING GLASS DOOR I 1/4' MAX. MOO( STRIP 1-1/6, MIN. J EMBEDMENT STUCCO OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS u u - TEMPERED GLASS (TYPJ 1 w DOOR HEIGHT o iDA SEDERS _ SLIDING, GLASS. DOOR FRAME SILL1- D INSTALLATION ANCHOR KB SCREV .1-I/8' EMBEDMENT TENDERED GLASS ( TYPJ CAULK BETWEEN ' DOOR FLANGE _ L SHEATHING SHEATHING ' BY OTHERS PERIMETER SHEATHING BY OTHERSCAULKBY TEMPERED GLASS ' OTHERS STUCCO MID.) STUCCO OR SIDINGORSIDINGBYOTHERSBYOTHERSSLIDINGGLASSDOOR INTERLOCK _. SECTION B-B HOOK STRIP DETAIL: A 11 ODR NAI[RIAL, ALLw1N17! ALLOY 6061 2) IR INSTALLATION SCREWS MUST K Or'SWrICICNT LENGTH TO ACHICVE MIK ENKDKNT Or I-1/0' INTO.VOOD..TAPCON-TTPC IMSTALLAT12M ANOCRS AT SILL PVST IC Or SLfrICIENT LENGTH TO AC7IICVE MIK EMB[DMCK7 OF 1-1/6• INTO NASORY OR CONCRETE..- 3, INSTALLATION ANCHOR CNART ON BACK [OrTMIS SWEET. - - ' 61 IFS[ SILICOMIZCD ACRYLIC CAULK REMIND DOD+ rLANGE AT MEAD L JAMBS. , S> USE SILICOHIZED ACRYLIC CALLK AL ArORPERIMETERWEROUND EXTERIOR Or DOOR. ' 61 Ir EXACT DOOR SIZC IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANti TY LISTED VITH-KIT LARGER SIZE. rOR THE APPROPRIATC KSIGN PRESSIRC'REO'D "-- '-'"'-"" - T1 rOt POCKET DOOR SIZCS USC.CLOSEST BYPASS DOOR SIZE a CO 1GURwTION TO rIN1SKD OPENING B PLACE IRSTALLATIONNEAAOORW IN rRa t Or 'col &TRIP •A& S1OVK ' ' elGLASSTHICKSSNAYVARYWCRCOUIRCMNtSOrASIRC1300GLASSCHARTS - DOOR UNIT IS APPROVED USING TENPEKD.GLASS IN SINGLE GL'AZCDOR INSULAtD G GLASS TOT JANR / SILL CORNERS ARE TO K SEALED VITH A SHALL JOINT: SCAN SCALER. 11) SHIM AS REO'D. AT [A SET Or INSTALLATION AN:bK "X. ALLOVARLE SHIM STXCX TO K 1/4•. 121. ALL INSTALLATION ANC-RS MUST K -CC orC3RROSIOm RESISTANT _TER1ALS IL VWERC 'X- REPRESENTS MrVINL PAKL -0 Ir REPRLSCN:S rIxCD PANEL APPRGvEO , CONIGURATIOrS ARE AS LISTED ON ANCHOR CHA47 ON BACK Or'IMIS SNEV. EXTERIOR ELEVATION I.1 NOT ALL CONIGIRAT(ONS LISICD ABOVE .RE S-JVN DN TMIS ORAV17 G.' NOVEKR IM&fALLATION - - A A EMBEDMENT s[CTIOHs •A -A•, 'A -I* a )OOc STRIP DETAIL AP? T TO INSTALLATION Or ALL APPROVED - D COYIGIRATIDNS d 1-1/4' MIN. IL rLORIDA CITRUDCRS MO SCRICS AIDING GLASS DOOR IS SHOV16 IRIS PRINT ALSO APPLIES TO - 2FANEL'DOOR SHOWN 2030 s[RI[s AND 500 SERIES a LIBERALLY APPLY CAULKING LD(DER SILL OR SET SILL IN BED INSTALLATION ANI OF CONCRETE _ 3/16' D:A. TAPCDN. SECTION_ A -A_ F 1.2002 REV DESCRIPTION I DATE . IN1 O P I D A: EXTRUDERS INT.- INC. SANFDRD F.L. TITLE: SLIDING GLASS'. DOOR INSTALLATION' WITH' #.8 SCREWS" DPAWN' BY: 3B- .;.. APPP.OVED BY: ATE: t2/17/01 !SCALE: NTS JDWG /FLEX11027 SMT I Or uArAAKO h• MDDIST 6 MRICAIm. EN4ENCCIING. INC- 2'0 INICR_tIDNAI XVY_ =It 250. <&tW*w. FLO.DA. 727A6. 141-SC5-OXI ru 407-LR3-0366 a 1000 P.V DESIGNER SILL (TYPJ e8 X 3/4 SELF TAPPING SMS 1 x 2 x•1/8 TUBE MULLION SEALANT BET.'EEN vtNDOv FLANGES' t MULLION SEALANT BETWEEN- VINDOV FLANGES t MULLION B \—e8 X 3/4 SELF ' 1000 SA TAPPING SMS HEAD (TYPJ SEALANTvtNmv FwG ESM SECTION A —A (1) t MILLI@! r1000 P.V DESIGMERSILL (TYPJ . 1 ee X 3/4 SELF TAPPING SMS 1 X 2 7/16 x 1/8 f—'lf)Tl Ir- TUBE MULLION SEALANT BETWEEN VDIDOV FLANGES- t MULLION 08 X 3/4 SELF 1000Sx TAPPING SMS HEAD (TYPJ' SEALANT BETWEEN SECTION A -A (3) VENDOV FLANGES t MULLION 1000 P.VJDESIGNER '.SEALANT BET' FLANCSILT (TYPJ & MulULLS@1 SELF NG SMSL4 3/4 tx4xveTTUBEMULLION 18 X 3/4 SELF 1000 S.M.TAPPING SMS HEAD (TYPJ SECTION A —A (5) 1000 P.V./DESIGNER SILL (TYPJ e8 X 3/4 SELF TAPPING SMS 1X2X3/8 TUBE MULLION 18 X 3/4 SELF 1000 S.H. - I TAPPING SMS HEAD (TYPJ SECTION 'A —A (2) 1000. P.VJDESIGNER SILL (TYPJ . e8 X 3/4 SELF TAPPING SMS I X 2 7/16 X TUBE MULLION SEALANT BETWEEN VWDOV FLANGE t MULLION APPUES TO HEAD k SILL WHERE 1' X 4' AUXILIARY Pdo 2' X 4' TUBE MULLIONS ARE USED LATEAIFOR ADDUMNAL ANCH=. VHEH REDUIRED) 0 SHEATHING INSTALLATION ANCHOR e8 VOOD 1L1N SCREW (TYPJ EXTERNAL MILLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS 1000 P.V DESIGNER SILL ( TYPJ e8 X 3/4 SELF TAPPING SMS 2X4X3/ 8 TUBE MULLION e8 X 3/4 SELF 1000 Sx TAPPING SMS HEAD ( TYPJ e8 X 3/4 SELF TAPPING SMS SECTION A —A (4) 1000 sx HEAD ( TYPJ . 1000P.WJDESiGNER SILL ( TYPJ SECTION A —A (7) SELF TAPPING SMS'O• t x4X3/8 TUBE MULLIQML`N I b.. LL1ANU e8 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD ( TYP.) SECTION A —A (6) VETAM tC MULLION APPLIES TO HEAD 6: SILL WHERE I' X 2' A I- X 2 7/16'. TUBE MULLIONS ARE USED DETAIL aunmc TION ANCHOR jg=ScRcv MP) NORM CLIP L1 1/8' MIN. EMBEDMENT' I lie• HD( 111t EHHEDMENT- FLORIDA EXTRUDERS INTERNATIONAL,' INC SANFORD, FLORIDA TITLE: SER. A 000/ 1500 'F I N SHEET 1 .OF '2', -' TRIPLE HORIZONTAL'MULLION SECTIONS SEE OTHER SIDE ( SHEET .2 'OF 2).''FOR DESIGN PRESSURE,. CAPACITIES.' DRAWN BY: MSH APPROVED' BY:' DATE: 2/6/02 SCALE:NTS- DWG.: 1HMFINTR O'JAMB SEALANT BETVEEM 1000 P.V DESIGNER TYPICAL MMULLIONTO CONCREETE VINDOv FLANGES SILL CTYPJ ( APPLIES TO JAMB WHERE i' X 4' MULLION r 1000 P.V DESIGNER r do 2' X 4* TUBE MUWONS ARE USED) Q . 1 SILL (TYPJ /j A8 X 3/4 SELF N8 X 3/4 SELFANSMSTAPPWGSMS CONCRETE OR NASONRY-, BY OTHERS IX2X1/8 1X2X3/8 TUBE MULLION TUBE MULLION SEALANT BETVEEN ONE BY VOOD L MULLNDOV FLANGES CENTRAL n ^IWA B.0.A.F. L MULLION r•i.V' HOCK BY OTHERS Q . MANUFAC'II'6JFM NAM: A8 X 3/4 SELF 08 X 3/4 SELF g', 1000 SJi TAPPING SMS 3000 SH TAPPING SMS HEAD (TYPJ HEAD (TYPJ INSTALLATION ANCHOR 3/16' DL1. TAPCON SCREV ANCHOR (TYPJ EXTERNAL NULLMN INSTALLATION CLIP MULLIIIN . VUNDOV BFEiANGEMS ' SECTION A —A (1) SECTION A —A (21 L MULLION 1000 P.V DESIGNER 1000 P.V./DESIGNER r 1000 P.V./DESIGNER SILL (TYPJ SILL (TYPJ 1 SILL (TYPJ a 08 X 3/4 SELF A8 X 3/4 SELF A8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 X 1/8 l X 2 7/16 X 3/8 TAPPING SMS TUBE MULLION TUBE MULLION 2•X 4 X 3/8 1 1/4' MIN. TUBE MULLION EMBEDMENT SEALANT BETVEEN .. ..... ' . VDNDOV FLANGES SEALANT BETVEEN . L MULLION VDNDOV FLANGE t MULLION A8 X 3/4 SELF A8 X 3/4 SELF 1000 SH TAPPING SMS 1000.S1i TAPPING SMS HEAD (TYPJ HEAD (TYPJ SEALANT BETVM SECTION A (3) SECTION A —A WVINDOVFLANGES ` E8 X 3/4 SELF L MULLION • TAPPING SMS 1000 P.V DESIGNER . 1000 P.V DESIGNER SILL (TYPJ V1NDOV FLANGES N SILL (TYPJ HEAD ScTA8X3/4 SELF L M. ' A8 X 3/4 SELF HEAD (TYPJ TAPPING SMS 1 X 4 X 1/8, L IX4x3/8TAPPINGSMS ' SECTION A —A (7) TUBE MULLION ,TUBE MULLION A8 X 3/4 SELF A8 X 3/4 SELF 1000 Sit TAPPWG. SMS 1000 S.H. TAPPING SMS 1 8 HEAD (TYPJ HEAD (TYPJ SECTION ' A=A (5) - __.:: ;,SECTIOWA—A (6) A- FLEVATION , VIEWED FROM. EMERIOR • FLORIDA EXTRUDERS o noRmn TITLE: SER. 1000/ 1500 FLANGE SHEET 1 -OF.' 2 TRIPLE"' HORIZONTAL 'MULL -ION SECTIONS: SEE ,OTHER SIDE'(SHEET 2' OF'.. 2) `.F R DESIGN,, PRESSURE CAPACITIES -=' DRAWN Em MSH . ... APPROVED -BY: DATE:2/6/02 jAcAmNTS.::. DWG.: '•1HMFL;GTR''—` 1000 P.V DESIGNER SILL .(TYPJ 18 X 3/4 SELF TAPPING SMS IX2X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- MULLION SEALANT BETWEEN- D WINDOW FLANGES L MULLION A8 X 3/4' SELF 1000 S.H. TAPPING SMS TYP.) SEALANT BETWEENHEAD WINDOW FLANGES SECTION -A-A (1) L MULLION - r1000 P.V DESIGNER SILL' (TYPJ 8 X 3/4 SELF NAPPING SMS 1.X 2 7/16 X 1/8 TUBE MULLION 1000 P.V DESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS IX2X3/8 TUBE MULLION AUXILIARY PLATE TM ADDITMXAL MOORS; VNEN REWVtCD3 0 I G. 0 r TWO BY VOOD , D \-18 X 3/4 SECNa a. BUCK BY OTHERS 1000 S.)( TAPPING SMS HEAD YTYPJ X4MrjACTUREa rfA= SECTIONA -A (2) FIoRl 9 was_ P. V./DESIGNER t _ FR_ 1x / - I I SILL000 (TYPJ . 1f 10 18 X 3/4 SELF 1000 P.V DESIGNER . TAPPING SMS SILL (TYPJ 1X27/16X38 TUBE MULLION 18 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 TUBE KILL ION'. SEALANT BETWEENVINDOWFLANGES --- - - - 1 1/8 L MULLION . APPLIES TO HEAD do SILL WHERE i' X 4 2' X 4' TUBE MULLIONS ARE USED 18 X 3/4 SELF 1000 St{ TAPPING -SINS HEAD (TYPJ SEALANT BETWEEN SECTION .A -A (3) WINDOW FLANGES L-MULLION. 1000 P. V DESIGNER . SEALANT BETWEEN r SILL (TYPJ WINDOW FLANGES, L HULLI( IN 18 X' 3/4 SELF TAPPING SMS iX4X1/8 TUBE MULLION 08 X 3/4 SELF TAPPING. SMS HEAD (TYPJ .. . SECTION `A - A (5) SEALANT BETWEEN WINDOW FLANGE L MULLION 48 X 3/4 SELF IOOO.S. R TAPPING SMS HEAD (TYPJ SECTION 'A — A (4) 1000 r P.VJDESIGNER SILL (TYP.) ' I #8 X 3/4 SELF TAPPING SMS 1xax3/8 l^0f) mr___nml T TUBE MULLION 08 X 3/4 SELF l000 S. H.TAPPING SMS HEAD'(TYP.) . SECTION A - A (6) SHEATHING INSTALLATION ANCHOR / 8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION -_ 11L'. 1.. r A 1 l_ A / F1 NATX) N _ VIEWED FROM EXTEPoOR . DETAJL . 'APPUES TO HEAD t SILL'WHERE V X 2' k V X 2 -7/16- TUBE MULLIONS ARE USED' acAnmc so VMD. SCREV TTP.) MORIL CLIP oe x 3/4 SELF ' TAPPING SINS 1000 S. H. SECTION I HEAD (TYPJaBCaEDNENTFLORIDAEXTRUDERS AMR 00 oA TnuSER.: -1000/ 1,500 FIN -SHEET • 1 OF TWIN 'HOR I ZENTAL MULLION SECTIONS OTHER SIDE (-SHEET- 2 OF 2) FOR j DES I GN:. PRESSURE CAPACITIES fl ZOOZ RAWN BY: M S H APPROVED. BY: DaTe:2/6/ 02 scale: NTS' Dwc.: 1 HMF INTW 8 SEP._4NT HET': E': VINDDV FLANGES 6 MULLION t:±nC P.1.'./DE$IsNEPISILL (TYP.) 4S X 3/4 SELF TAPPING SMS XaxI/? r;=_ MUL_IGN SEALANT ?_iV=: V.Ih1^_v FLAnGES L M•AL;GN aG X 3/4 SELF TAPP:NG SMS cEALANT BET'r _NFLaNC-ES SECTION A —A (i ) s JLLIc r1CO3 P.W./DESIGNER SILL (TYP.) I k8 X 3/A SELF TAPPING SMS I X 2 7/16 X 1/6 i—UU1 / TUBE MULLION SEALA.MT R:TVEEN VINCOV FLANGES L MULLION 8 X 3/A SELF lODO S.M. TAPPING SMS HEAD (TYP.) SEALANT 3ETVEEN SECTION A -A (3) VINLCV FLANGES t MJLLI[], r10v0 P.V./DF.SwNER' SEALANT &T'F__h SLL (TYP.) VI140'1 FLANC-:i , I r8 X 3/A SELF M1LL`ON TAPPING SMS 1 X 4 X 1/S S X 3/4 SELF 1CG0 S•.H. TAPPING SMS .. Fii:AD (TYP.) c:t.' T'ON A -•A LN LG@ P.*4/DES:GNER TYP!CAL MULLION TO CONCRETE C JAUSrIi (APFUEs TO JXVIC WHERE I- X 4' r I S!LL (TYP.) I & 2' X 4' TUEE MULUONS ARE USED) Q SELF II1 MS ) CCNCRr ITE OR MAS:NRY 1 BY eT ERS X 2 X 3/ 3 ( i TUBE e E Bf WOOD— UNTRALIEg. Yaa.L,i. '..•%•'• I.. 2UC< _=OTHERS + i a/& SeL: pg v IC% SW TAFPjkG SMS iL> 1&—p V4S TA,LATi0N ANCHOR 346' VIA. TAP:: N S=REV EXTEANAL . MULLIEN ItiSTALLATIQN CLIP, SECTiON A —A (2) EBGc P.:'./CESEGIl R Cl F--J /3ES:GNER I. SILL (TYP.) SILL (TYP.) tG X 3/4 SELF I Q TAPPING S.41 X 2 7/16 3/a TUBE MU LIGX \ n6 X 3/4 SELc TA.PINSMS X 4 X 3/8 I 1 H` 'll L. j/a' MIN. EMEEZHEN i kULLjCNSEALANT BETVEEN/" VINDOV FLA.': GE . C MT LION 2X 3/4 SELF I I LG? S. k TAPPING SMS ' ' . Lr A HEAD (TYP.) SECTION A — A (4) ` I e x3/4 SELF r ICCC P.V./fiES1GNER , TAPPING SMS SILL (TYP.) L_ Icco S.H. 8 X 3/4 SELF HEAD "YP.) TAPPIN'. SMS ELEVATiCN Ivx^4 X 3/8 .SECTION! A —A (7) V?E1iEC FROM EXTERIOR FLORIDA EXTRUDERS IISANFORD, F OR INC . ITrrLE: SE.. R. -_ 1060/ 1500 FLANGE _.,SHEET :1 G_ F. cI TWIN HORIZONTAL MULLION SECTIONS i SLE u 1CR S:BE -SHEET C 3F, Ci -FOAR 46 X 31A SELF i DES ION,PRESSURE CAPACITIES.,;.. CGG 5. 4. TAPPING SYS I riEAD <TY?.) DRAWN BY: M S H APPROVED BY: 5.:2 A`A 16' FE81.5 2002 . DATE:2/4/0-2- I SCALE: t4l' ' DWG.: 'I HMFLGT'W 7 1000 P.VJDESIGNER SILL (TYP.) t SELF tIS IX2X 1/8 TUBE MULLION SEALANT BETWEEN VINMV FLANGES- L MULLION SEALANT.BETVEEN- U -- 18 X 3/4 SELFVINDOVFLANGES L MULLION - ` 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN VD(DOV FLANGES SECTION -A—A (I L MULLION .. IOOO.P.WDESIGNER SILL (TYPJ 48 X 3/4 SELF TAPPING SMS . 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN VINDOv FLANGES- L MULLION A. - IS 'X 3/4 SELF 1000 SA ,TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A QWINDOWFLANGES L NULLIDN 1000 P.VJDESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES L MULLION 28 X 3/4 SELF TAPPING SMS I X 4 X 1/8 TUBE MULLION 08 X 3/4 SELF TAPPING SMS1000 HEAD (TYPJ . - . SECTION'A—A (5) 1000 P.V DESIGNER AUXILIARY PLATE SILL (TYP.) TOR ADDITm+AL ANC$ VHIN REQUIRED)„ 0 I8 X 3/4 SELF DETAILC TAPPING SMS O O 1X2X3/8 TUBE MULLION KA.L. 7 CENF'RAL FWRMA B.0, LTWO BY WOOD 48 x 3/4 SELF r CK BY OTHEF 1000 S.H. TAPPING SMS MANU A-CTURER NAME: HEAD. (TYP.) OR/P4 plr)PSECTIONA -A (2) L r-1000 P.V./DESIGNER MASTER Fa—E # SILL (TYP.) - IB X 3/4 SELF 2F_,_vrl, SIGNER- TAPPING SMS 1X27/16x3/8 TUBE MULLION 3/4 SELF NG SMS TUBE MULLION JL Jt SEALANT BETWEEN VINOOV FLANGE L MULLMN ' 08 X 3/4 SELF 1006 SJ{ TAPPING SMS HEAD (TYP.) SECTION A —A (4) 1000 P.VJDESIGNER SILL (TYP.) ' ' 18 X 3/4 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (6) APPLIES TO HEAD & SILL WHERE 1' X 4" 2" X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR I8 WOOD SCREW,(TYPJ EXTERNAL MILLION INSTALLATION CLIP MILLION DEIdIL C r-'- A A / .. 1 1/8' MIN. EMBEDMENT _AII41I - VIEWED FROM EXTERIOR DETAIL 8 APPLIES TO NEAO t SILL. WHERE I' X 2" - Q I' X 2 7/16'• TUBE: UUUJONS ARE USED - STALLATHIN ANCIbR SELF IC j000 P.V./DESIGNER VLL (TYP.) re v 3/4 SELF1TAPPINGSMS I ; Y ? it :/P. MULL.GN f sEALArr 3EiV_. ViNDOW FLANGELY.'1_:'I. N 4 SEA^ah7 3_TVEUti1 \-ae x 3ie SE:.= L rJ_,_icr `--:COO S.ir TAPPING SMS SEALANT I WcEY \ VIN%Ob' FLANCES SECTION . A —A ! ? r i MillLi l: FC00 P.W./DESIGNER SILL (TYP.) e X 3/4 SELF TA=FiNG SMSj_ X z. 7/15 x vs ImT_mI—'l{IF-II TUBE MULLION SF-ALANT BETVEEN V;M7'V FLArYES- L MULLION 0e x 3/4 SELF 1CG0 S.H TAPPING SIPS HEAD (TYP.) SEALANT BETVEEN SECTION A —A Q WINDOW FLANS=S L ML=LIOn 000 F.V./DESIGNER SEALANT 9ETVEEN SILL- (TYP.) WINDOW=LANGES,- A6 X 3/4 SELF L Y,LtLiuN TAPPiNG SMS l-IX4xI/eIUB! MULL(UN 08 X 3/4 SELF TAPPING SMS1000 . S.:.. HEAD (TYP.) cFC.i.ON..A—A .(5). r loco P.W./DESIGNER i ticiCAL MULLION jO CONCRETErCCRE _ 0 JAMB c II lSILL (TyP) (ti . L' S TO L1lt Yr..12_ 1' x :^ TAs L 2' X 4" TUSE MULLIONS ARE .:S:D) Q II i A X 3/4 SEI.F I TAPPING SMS 'iCONCRETEORMASONRy I BY OTHERS iII i ri _ x -is 1 1 iNS'.4_LA iIG\ ANCMGR 3/116' Li0. Y `L:G` I TAPCG.N S:<_V AhCrLR :TYP.) I yI EXyERNALKkLJ• NBYVtZCD_/ I' INSiA LATIIhCLIP 2' c< 5Y.OTHERS 1 CENTRAL. FLORMA B.O.A.F. ` 3 X 2/4 Sz'_ { w p p 7 I i I n e 1 TAPPINC. SMS u>•1 OF ACT V[ ER . NAM: Cam. 111 tAJCT'-.P.,' GOR/LA FX-F2uDERS I i r lcD P.W./LESIGr.R XASTM J SVLL (TYP.) I qe x 2/4 SELF TAPPiti SNS I X 2 7/15 X 3/8 i LL (TYP.) TU3E MULLION r e X 3.4 SELF EM-K ±ENT TAPPINGSMSSEALANT BETWEEN VINDDV FLANGE - a MULL1['r is x 3/4 SELF. 1000 S.N TAPPING SMS HEAD ( TYP.) SECTION A —A (4) r- IC03 P.W./DESIGNER SILL (TYP.) i- H8 X 3/4 SELF T A'P,NG SMS tz4x3/8 T ZEK LLr,;: yr? X 3/4 SELF iAPPL`: : COO S.n. SMS HEAD ( T' r.) SFCTi^^! A --A (S) 2X 4 X3/8 TUBE MULLION 1 rd'TAc ILEE x .3/4 SELr ' TAPPING SMS EL=V.4Ti0NGoo s.H. SECTION A —A (7) I VIEwEC FROM EXlERIOR INTERNATIONAL, INCFLORIDA EXTRUDERS'sANFORD; FLORIDA Trlu: SER, .1000/ 1-500 PL.ANGE SHEET. 1 OE' 2 H0RIZU^ NTAI_ MULL ^N SEC"I NS E 1 FOuRr SEE 0i -E R S S DE l JLL : c Or-' 2: UR DESIGN PRESSURE CAPACITIES . IDRAVYN BY: M-SH APPROVEDBY: 15 2- 302..;DATE:2;'/02 8CALE: NTS.' . Dwa: I HM,EI.G' S 1000 S.H. 1 X 2 X 1/8 1000 S.M. JAMB (TYP.) TUBE MULLION JAMB <TYP.). c t8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN VINDOV FRAME L MULLION 8 X 1-1/2 SELF TAPPING SMS . SECTION A —A (1) IX27/16X1/8 1000 Sit TUBE MULLION 1000 S.H. JAMB (TYP.). JAMB (TYP.) t8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN VINDOV FRAME L MULLION a8 x 1-1/2 SELF TAPPING SMS SECTION- A -A 13) 1X4X1/8 TUBE MULLION 1000. S.H: 1000 S.H. JAMB (TYP-) JAMB (TYP.) 68 X 1/2 SELF 0 =4 TAPPING SMS sue SEALANT BETWEEN VINDOV FRAME L MULLION t8 X 1=1/2 SELF ... TAPPING SMS SECTION- A —A (5) 1 X 2 X 3/8 TWO BY WOOD DETAIL CTUBEMULLIONBUCKBYOTHERS _ 0 t8 X 1/2 SELF 1 1/8• MIN. TAPPING SMS EMBEDMENT 2 X 4. X 3/8 \ SHEATHING. BETWEEN TUBE MULLION . INSTALLATION ANCHOR 08 WOODVINDOVFRAME MULLION SCREW (TYP.).L 08 X 1-1/2 SELF EXTERNAL MULLION TAPPING SMS INSTALLATION CLIP SECTION -A—A .(2- MULLION NIL 1000 SR APPLIES TO HEAD & SILL WHERE 1' X 4' I X 2 7/16 X 3/8 JAMB (TYP.) & 2' X 4- TUBE MULLIONS ARE USED TUBE MULLION APPLIES TO HEAD & SILL WHERE 1' X 2- 1' X 2 7/16- TUBE MULLIONS ARE USED t8 X 1/2 SELF t8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR TAPPING SMS AI t8 WOOD SCREW TYP.). SILL CLIP SEALANT BETWEENt8X1-1/2 SELF vENDOv FLANGES VINDOV B TAPPING SMS t MULLION 1FRAME1/8' MIfL' ENTMLLLIDN t8 X 1-1%2 SELF. SECTION A —A (7) a+uTHDc TAPPINGSMS DETAIL C vmD rwwnaSECTIONA —A (4) AUXILIARY PLATE :. FOR ADDITIONAL. ANCHORS, WHENQ'• IOTUBEMULLN REQUIRED) t(Ilip'llp V( t8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN VINDOV FRAME 6 MULLION 48 X•1-1/2 SELF TAPPING-SMS SECTION' A —A (6) 48 SELF -TAPPING SMS (TYP.) — DETAIL B MULLION VIEWED FROM G FLORIDA EXTRUDERS. SANFOn°A TrrLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 VERTICAL- MULLION SECTIONS.-- VF13 SEE OTHER SIDE ( SHEET 2 -OF -2) . FQR DESIGN PRESSURE CAPACITIES' DRAWN BY:MSH JAPPROVED BY::: DATE:2/6/02 SCALE: NTS DWG.: 1 VMF-I N iy x2xl/e 1QUG Sx - lDcS.H. ME C I Y-.) j TUB_ ML'_LIGN . JAM? CTYP.) 1t . kE X 1/ 2 SELF TAc?iNG SMS SEALANT B=TY: L MULLMN TAPP: N_ SMS 5 CTION i.- A. i ) r I X. c 7/;5 X aE TUBE- . MULL !ON iG^•v St — 1"^ S.H. JAM? (TYP.) 5 X :/2 SE;s TAPPLNC SMS L SEALANT BZTVT•.< N VINMV FLANGES LMULLICN Ne X l- 1/2 SELF TAPPING SMS SE' C110N A — A ! Sf I x .4 x 1/E TU?E MULLION xax3/e TLIe_ 4L'LLI: NV keX 112 S":F A?FiNG SMS amm N. SE` LA- sn B `TVEENIre x ;-3z 2 SEL- ^\ SNS l- CTlON' ' A — A S L I r 1X27i16X3/B SLCOSi— T. TUEE MUI- LION JAMB CTYP.) 1 8 X 1/ 2 SELF TAPPING SMS ONE BY WOOD_ DETAIL C L 3L CK by OTHERS "-'NCRE?- c r - MASZINRY I 1/4' MIN, a1.. • / BY (;TN,RS EMBE%MEN7 ME X 1/ 2 SELF TAPPING S-S a8 X 1- 1/2 SELF-S SEALANT B-TV_EN SEALANT acTV<EN TAPPING SMS VIND^_V FLA --K VIN GV FLANGES L MULLION e 'r.: 2 s LLION ACTION A -A (7` TAPPING'SMS RETAIL r lr*OTiQN A — A 14) i Y I. \ i x/ X 3/e 1 TUnE MULLION I p 13•0• — VL I= 54. iGN.' S.M. Rrlq. F" Zi AHB (TYP.) JAMB ( TYP.) ne X 1/ 2 SELF Me X 1/2 SELF TAPPING SMS TA? Pir;G SASS SEALANT BETWEEN : SrALANT` B---TvcEN VT.NDOV FLANGES VINMIVFLANGES L MULLION \ - . L PULLCJN pe x 1- 1/2'SELF `— as x 1-1/2 SELF TAPPING SMS TAPPING_ SMS. tr 110` u— A Jil.I IV' A—N LC 1 ._ ... TAACCulc ERNAL MULLION _ CL- Ty=_CA_ mzji-_' Cti TC C0N---.R 0 HEAD TO FEAJ' & S LL WHcR: 1 X • L 2" X UH .ISULL!CNIS ARE USEC;. r U1STALLATION ANCHCF 3/16' DIA. TAFCGN SOREV.ASCRUZ (TYR) SILL CLIP Q I ;'EM3EiJLEr ' NT PRECAST SILL BY & HERS ' I Y!; !ARY' P;.AT; R- ALIWTICNAL ANCHORS, Vt- N REQUIRED) AiTJ Eio 0 SMS (TYP.) L.. I EFI°ft- F7An_ FVIEWEDFROMEXTEMOR FLORIDA EXTRUDERS= AN ORDD. FLORIDA TIn& SER. 1000/ i'GJO-TLANGE: SHEET 1 OF 2 VERTICAL MUI_! iLiNi SE-TIGNS i SEF DITHER SIDE < SHc'T:''c' Or Hsic'N PRESSURE: CAPACITIES``''^' L .. DRAWN BY: MSH `APPROVED BY:. FEB 15 ._ . ' ... jDATE:2/ 1 / 02 SCALE: NIT $ I DWG.: 1 V`,` LG ao 100c SJ4 I x 2 x I to 1:cc S}.;• _1 i x 2 x 3/e JAM? (TY'.) .1} TUEE MULL.-N J,M CTY?.'. 4 i :i; MULLIi1N t zE X 1/2 SELF 06 X !/2 SELF 2 X 4 X.3/6 — 1, TAoe:y: SMS TAPPING SMS TLE_ ML_L:^' loc.. S.-. SFE r:cN 1 SEAL:.NT OEi VCLIiAR'.9 STY°.: i L MULLION L •_ :!•a_i:d. re X .:/2 S= ' PiKG SN. A? c S- CT:CN A —A / 1 i Sr_CI :ON A -A i21 X. !/ 2 7/1E X a TXx 2 7/16 X 3/E J G:: MLIGu7 S%: il'3E r.:N__ECN a JAMB ( TYP.) JAMsT ('YPJ 48 X 1/2 SELF A6 X 1/2 SELF TAPPING SMS-+APPING SMS TYPICAL Vf?.'.;', L TO •r.CR'Z^_NTAL MULLION TO )JULLCN C= TA!L C Ix R _X m;._L i •' a' T1i.NXRZ:". I 1 INTERNAL CLIP s6 x .! _ S__i. ' TtP=:h:Is X .OR =X MJ!L CTY°J j - S_c c.\ 312 o III , INSTAL_ ATIOu A.vCMCBSEALANT 3ETV«N - a/•i5' DIA LAP= Y V! NC•OVFLANGES -1 08 X 1-!/2 SELF I I ISCREW ANCifR CTYPJ t !? J! Ll3v TAPPING SMS SECTON A=.4 '(7) SILL CL:F SEALANT BETWEE14 j/ SEAL'ANT BETWEEN WINDOW FLANGES' VINL;+V FLA,\GES ee x 1-1/2-SSLF L MULLIOM L rt.LIB N - TAPPING SMS TAPPING SMS- - SECTION A —A (3) SECTION A —A (4) X 4 x I/e I X 4 X 3/8 TUB MULL ION TU itoa Too S.H.1 Ioec S.r. - % Lo p, (+[.I(J,/'jjR All. ' TY: Jewo .r.vci1 'l . n• L R FIy, # d. 46 x i/c SELF a8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES V[N'T,.•V'FLA_ES ae x 1-1/2 SEL' L MULLI!]N .. .. _ ... _... L. NUS _I ...... _ .. TAP=!rf S?!'. paX1-1/2 SELF . TAPPING SMS _ U — t EcnG;d A -a ;51 EI- N' Q•:'. 1 !/ 4' MIN, EMBEDMENT RECAST SIa 3Y OTHER AUXUAR" PLATE F 3R AOD!TIONAL A.YN.^RS. WHEN REQUIRED: 0 e- 0 ON RICR L I FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD.'- FLORMA ITLE: SER IGOG%iSGu FLANGE SHEET. I 0-.2 VERTICAL MULLION INTO HORIZONTAL' SEE . OTHER SIDE (.SHEET'- 2. OF 2) OR" DES. 16N`.. PRESS JRS CA.P,A.0I,T I_ ES DRAWN BY: NISH: APPROVED BY: DATE: 2%.6.%0r I SCALE: \ T S DWG.: I VKHMr LG . 3/ SEALANT BETWEEN WINDOW FLANGES L MULLION 2000 P.V DESIGNER SILL (TYP.) t X 3/4 SELF PING SMS I X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION 08 X 3/4 SELF 1000 S.FL TAPPING SMS HEAD (TYP.) SECTION A —A (1) APPLIES TO HEAD do SILL WHERE I- X 4- AUXILIARY PLATE DETAIL & 2' X 4' TUBE MULLIONS ARE USED 2000 P.W./DESIGNER TOR'ADDITIONAL AMCHWS.-VEH REWMD) SILL (TYPE 0. 118 X 3/4 SELF SHEATHING' TAPPING SMS I X27/16X3/8 0 _ TUBE MULLION INSTALLATION ANCHOR 18 WOOD SCREW (TYP.) O EXTERNAL MULLION TWO BY VpOD INSTALLATION . CLIP BUCK BY. -OTHERS, M8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) 2000 P.V./DESIGNER SECTION A —A (2) SILL (TYP.) 08 X 3/4 SELF TAPPING SMS 2.X 4 X 3/8 TUBE MULLION CEN,,a.kL FLORM WINDOW FLANG WFA,CTURER 7 SEALANT BfTV L MULLION SEALANT BETWEEN SEALANT BETWEEN WDIDOV FLANGES WINDOW FLANGES L 14LLL213N L MULLMN 2000 P.V DESIGNER SILL (TYP.) D8 x 3/4 SELF TAPPING SMS 1 X 4 X 1/8 TUBE MULLION 08 X 3/4 SELF TAPPING SMS 2000 P.V./DESIGNER %.1000 EA S.M. HSILL (TYP(TYP.)EAD (TYP.) n8 X 3/4 SELF SECTION A —A (5) TAPPING SMS 1 x a x 3/8 TTUBE MULLION 8 X 3%4.SELF 08 X 3/4 SELF 1000 S.H. TAPPING SMS 1000 SJ{ TAPPING SMSHEAD (TYPJ' - HEAD (TYP.) SECTION A —A (3) SECTION A —A (4) MULLION APPLIES TD HEAD s STU LMERE V X 2• h I' X 2 7/16. TUBE UUUIONS ARE USEDDETAJL8 ... .. .. DWCA INSTALLATION ANCHaR B VDDD SCREV HMEZ CLIP. LI 1/8, MIN. EMBEDMENT I T erT-'1 FLORIDA. EXTRUDERS° o n TITu:SER. 2000 F.IN SHEET 1 •.,OF;:2;':: - btM HORIZONTAL.MULLION SECTIONS SEE OTHER SIDE ( SHEET 2. OF12) ' FOR DES,IGN.:.PRESSURE«CAPACITIES, -.•, DRAWN BY:MSH' APPROVED BY: - DATE:2/6/02 SCALE:NTS DWG.:' '2HMFINTR TYPICAL MULLION TO CONCRETE'O JAMB APPLIES TO JAMB WHERE I' X 4'. DETAIL B do 2• X 4• TUBE MULLIONS ARE USED) Q 2000 P.V./DESIGNER 2000 P.V DESIGNER S[LL (TYPJ SILL (TYP.) CONCRETE OR MAS13NRY- 9 X 3/4 SELF #8 X 3/4 SELF BY OTHERS \ TAPPING SMS TAPPING SMS 1 X 2 7/16 X 1/8, 1 X 2 7/16 X 3/8 D+STALLAriDN ANCr10R 3/16• DIA TUBE MULLION TUBE MULLION TAPCON SCREV ANCHOR (TYPJ ONE' BY VOOD ' ' EXTERNAL: KULLMN INSTALLATION CLIP SEALANT FLANGES SEALANT SUCK BY OTHERS :,. .. .. .._ . VlMmrVVINDOVL MULLION l MILLD]N - 2000 P.V DESIGNER - Nll 8 X 3/4. SELF #8 X 3/4 SELF . SILL (TYPJ 2000 SA TAPPING•SMS 2000 S.H. TAPPING SMS HEAD (TYPJ HEAD (TYPJ @8 X 3/4 SELF SECTION A —A (1) SECTION A —A (2) TAPPING SMS 2X4X3/8 TUBE MULLION Q 77 Q,Q tt •®•• SEALANT BETVEENCENTRAL `••' VINDOV FLANGE — L MULLMM A ' RIB • LORI Ii R N8 X 3/4-SELF \ SEALANT BETVEEN TAPPING SMS .. VINDOV FLANGES _ . L ULLmN - 2000 S.H 2000 P.V./DESIGNER 2000 P,V./DESIGNER HEAD (TYPJ SILL (TYPJ 'SILL.(TYPJ SECTION A=A' (5) 8 X 3/4 SELF 08 X 3/4 SELF MIN. EMBEDMENT..:.: l TAPPING SMS TAPPING SMS IX4X1/8 1X4X3/8 TUBE MULLION TUBE MULLION " VIEWED'LEVATI EXTERIOR SEALANT-BETVEEN J7, FI;ORID1 , EXTRUDERS on° FiaxmaVD(DOV FLANGES L MLL,LMN IITL> : SER.. ;:2000 i'FLANGE SHEET; 1' OF` 2 = c TRIPLE HORL 0NTAL MULLION.,SECT__IONS.. 08 X 3/4'SELF T, TAPPING SMS TAPPING SMS X 3/4 SELF SEE OTHER SIDE ( SHEET 2. OF _.2) FOR200SJS.M.2000 SJ{ TA HEAD CfYPJ :?: :.'HEAD (TYPJ DESIGN:=RRESSURE CAPACITIES"=~ SECTION A --:-A (3) : SECTION A —A (4) 16 g DRAWN Hy:MSH.. ... APPR6VSD: by. Dnze:2/6/02._.. S6m--NTS- DxG.:•2HMEL-GTR---- - 2000 SJi 111 2 7,116 x 1/8 2000 S.H. i X 2 7/16 X 3/8 JAMB (TYPJ TUBE MULLION JAMB (TYP.) TUBE MULLION DETAIL C TYPICAL VERnCAL TO HORIZONTAL MULLION TO MULLION a8 X 1/2 SELF a8 X 1/2 SELF TAPPING SMS I TAPPING SMS WSTH INTERNAL 9 1X OR 2X MULL z-x4x3/e' TUBE MULLION SEALANT BETWEEN .. SEALANT BETWEEN a8 % I-1/2 SELF 2000 SFL WINDOW FLANGES WINDOW FLANGES- TAPPING 'SMS JAMB (TYPJ ' N ae x i-v2 SElF L-MuILD]N - 1X OR'2X-MULL TAPPING SMS - QE7_AlL 8_- a8 X 1/2 SELF SECTION A —A (1) SECTION A -A (2) polaw d4m I TAPPING SMS INSTALLATION AfCH13R 3/16' CIA TAPC13N SCREW ANCHOR (TYPJ IX4X3/81x4X1/8 SILL CLIP I I TUBE MULLION n. TUBE MLILLION - - 2000 SJL 2000 SA JAMB (TYPJ JAMB (TYP.) . a8 X 1/2 SELF ae TAPPING SMS TA SEALANT BaH XSVINBETVEE NOV. E. WINDOW FLANGES TAPPI SLi` a8 X 1-1/2 SELF TAPPING SMS SECTION A — A (3) " 'SECTION A —A (4) 4 s .... OR fui SEALANT BETWEEN' 08 X 1-1/2 SELF 1 1/4' MITI WINDOW FLANGES TAPPING SMS __ EMBEDMENT SECTION -A— A (5Y \ PRECAST.SD1..H1'.OTFER_T AUXIUARY 2 SELF _ . G SMS ( FOR ADDITIONAL ANCHaN SVMEN R£OIfIR ED) s= A A a8 SELF TAPPING SMS CTYP.) n TAII- H - FI FVATIONVIEWED' FROM EXTERIOR INTERNATIONAL, INC p / . FLORIDA EXTRUDERS , SANFORD,-FLORIDA VV mu: SER... 2000 FLANGE ~-. -:.O SHEEfi._' 1t OF ° 2 VERTICAL --MULLION INTHORIZONTAL':":_.: ' SEE OTHER -SIDE-:.('SHEET-.-. 2-.-OF 2) ..FOR,: DESIGN -PRESSURE `CAPAC I TI ES:- :..,: 18 z , 2@2 DxaTTrr BY: JBH AFPr &M HYr'= DATE:2/2/02.,.. SCAU:NTS_.. DWd.:v_2V.MHMFLG..- SEALANT BETWEEN VINDOV FLANGES L MULLION UFACTUUR Nam' e2,,R/v i g' II3 FRE # 7 2000 P.VJDESIGNER 2000 P.V./DESIGNER SILL (TYPJ SILL '(TYPJ e8 X 3/4 SELF 18 X 3/4.SELF' TAPPING SMS. TAPPING SMS I X 2 7/16-X 1/8 1 X 2.7/I6 X 3/E TUBE MULLION TUBE MULLION SEALANT BETVEEN R8 X 3/4 SELF 1000 S.H. 'TAPPING SMS HEAD (TYP.) SECTION A -A (1) SEALANT BETVEEN SEALANT BETVEEN WINDOW FLANGES 'VINDOV FLANGES MULLMN, S MULLION 2000 P.V DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS I•X4X1/8• TUBE MULLION 8 X 3/4 SELF 1000 S.M TAPPING SMS, HEAD (TYP.) SECTION A -A (3) AUXILIARY P a ADDITIONAL MOORS. WHEN RL'OUDR0) DETAIL C APPLIES TO HEAD & SILL WHERE I- X 4' 2' X 4' TUBE MULLIONS ARE USED TWO BY WOOD BUCK BY 0HERS I . I 1 _' i I SHEATHING . INSTALLATION ANCHOR 08 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION 2000 P.VJDESIGNER w i r— A SILL (TYP.)' % p8 X 3/4 SELF l 1060 S.H. TAPPING SMS N8 X 3/4 SELF HEAD (TYP.) TAPPING SMS 2X4X3/8 ._ SECTION A -A 2 TUBE MULLION L 1 1/8' MIN EMBEDMEN SEALANT SETVEEN li WINDOW FLANGE MEWED•FROM EXTERIOR L'MULLION .. DETAIL B: APPLIES TO HEAD. WHERUUUJONS ARE USEDTUBE INSTALLATION ANOOR t9 VDOD SCREV 2000 P.V./DESIGNER NORtZ CLIP SILL (TYP.) 08 X 3/4 SELF j 08 X 3/4 SELF TAPPING SMS TAPPING SMS —1000, S.H. SECTION A —A (5) I KmX4X3/8 HEAD (TYP.) EMBEDMENTTUBEMULLION 7 No FLORIDA EXTRUDERS INTERNATIONAL. I A Tnu:SER. 2000 FIN - SHEET I -:OF .2• . A° TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF .2) 'FOR . N8 X 3/4 SELF DESIGN PRESSURE CAPACITIES :... ; 1000 SA TAPPING SMS f. EB 2W . . HEAD (TYP.) DRAWN BY: MSH APPROVED, BY: _ SECTION 'A -A (4) DATE:2/6/02 SCALE: NTS DWG.:: 2HMF INTW 4? 2000 P.V DESIGNER SILL (TYP.) a8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 • X 1/6 TUBE MULLION SEALANT BETVEEN SEALANT BETVEEN VINDOV FLANGES VINDOV FLANGES- L MULLION L MULLION V \—#8 X 3/4 SELF 2000 S.H. TAPPING SMS HEAD (TYPJ SECTION A=A (1) TYPICAL MULLION TO CONCRETE 0 JAMB' APPLIES TO JAMB WHERE I- X 4' AI 2" X 4' TUBE MULLIONS ARE USED) _ Q CONCRETE OR MASONRY 2000 P.V /DESIGNER BY OTHERS r SILL MP.) 1 a8 X 3i4 SELF TAPPING SMS X I X 2 7/16 X 3/8 TUBE MULLION 4 SELF.. G SMS HEAD (TYP.)_. SECTION -A—A (2) SEALANT BETVEEN WUMOV FLANGE L MULLMN MANUFACTURER NAME: F vRioa rrR y es .• JAR FEE:r SEALANT BETVEEN ... .. , VIINLOV FLANGES L MULLION .. . 2000 P.V./DESIGNER 2000 P.V./DESIGNER SILL (TYPJ SILL (TYP.) 8 X 3/4 SELF 88 X 3/4 SELF TAPPING SMS TAPPING SMS j--1 X 4 X L8 1 X -4 X 3/8 TUBE MULLION TUBE MULLION 41 SEALANT BETVEEN - V NDOV FLANGES L MULLIMN ' BB'X 3/4 SELF 06 X 3/4 SELF TAPPDNG SMS TAPPING SMS 2000 S.H. 2000 S.H. HEAD (TYPJ HEAD (TYP.) SECTION A=A (3) -SECTION A —A (4) INSTALLATION ANCHOR 3/16• DIA TAPCON SCREV ANCHOR (TYP.) ONE BY WOOD' EXTERNAL MULLION INSTALLATION CLIP BUCK BY, OT}{ERS - MULLION 20M P.V./DESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS .'. 2 X':4 . X 3/8 QTUBEMULLION L1 MIN. 1/4' EMBEDMENT DETAIL. B j I--- A M8 X 3/4 SELF TAPPING SMS A 2000 SU4 HEAD'(TYPJ SECTION A —A (5) ELEVATION._; ' VIEWED FROM -EXTERIOR FLORIDA EXTRUDERS. RD° FORIDA 7hu:, SER." 2000. FLANGE'• -SHEET-il, OF._,2 ;. 7 _ TUIN HORIZONTAL -MULL ION`SECTIONS SEE OTHER SIDE (SHEET,--2 OF-,2)-:FOR. DESIGN_,PRES-SURE; CAPACJT..I.ES; F 82002 IbRAwN BY:MSH :. APPROVED-W-t. .< DATE:2/_4_/,02,... SCAIZ: NTS t2HMFLGTW •. SEALANT BETVEEN VINDOV FLANGES t MULLION AUXILIARY PLATE APPLIES TO HEAD do SILL WHERE 1' X 4' GrW ADDITMNAL ANCH i WHEN REDUIRED) Et 2' X 4' TUBE MUWONS ARE USED CENTRAL FLORMA S. ®. A. F. DETAIL SHEATHING MANUFA P. NAME: F=0 -0 • fL o/r/1N ,v7fzuDS — — H,S'ER FRE f INSTALLATION ANCHOR 08 WOOD milSCREW (TYPJ 2000 P.V DESIGNER 2000 P.V DESIGNER SILL (TYP.) SILL (TYPJ EXTERNAL MULLION 08 X 3/4 SELF #8 X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS TWO BY WOOD BUCK BY OTHERS 1 X 2 7/16 X 1/8 l X 2 7/16..X 3/8 TUBE MULLION TUBE MULLION - MULLION SEALANT BETVEEN .. _ vIMDOV FLANGES MULLION DEIaI C 2000 P.V./DESIGNER SILL (TYPJ \ 08 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYPJ SECTION A —A (1) 88 X 3/4 SELF 1000 Sli TAPPING SMS HEAD (TYPJ SECTION A -A (2) SEALANT BETWEEN VINDOV FLANGE '{ L MULLION . . SEALANT BETWEEN SEALANT BETWEEN .. VINDi FLANGES WiMLL FLANGES L MULLION t MULLION 2000 P.V./DESIGNER 2000 P.VJDESIGNER SILL (TYPJ r SILL (TYPJ R8 X 3/4 SELF / Re X 3/4 SELF TAPPING SMS TAPPING SMS T TUBE MULLON Il if . 1 X 4 X 3/8 TUBE MULLION 0.8 X.3/4 SELF 08 X 3/4 SELF TAPPING ,SMS TAPPING -SMS 1000 ' S1t - _ 1000 S.H. HEAD (TYPJ HEAD (TYPJ SECTION A -A (3) SECTION A -A (4) L_— A f#8 X 3/4 TAPPING SMS 2X4X3/8 1 —TUBE MULLION I 1 1/8' MIN. LLF...------ EMBEDMENT E FVATroN VIEWED FROM:EXTERtOR OETAJL B APPt1ES TO HEAD & SILLWHERE V X 2' Nk V X 2 7/14-- TUBE MULLIONS ARE USED yunma S ALLATIf)N ANDOR SECTION A -A (5) 'B "OOD Spy" NNiR1z am N8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD ( TYPJ I I t VW MIM 1 rCKRE11i .. FLORIDA. EXTRUDERS INTERNATIONAL:' INC SANFORD.. FLORWA T=: SER. 2000 FIN SHEET -1 OF-.2 HORIZONTAL' MULLION SECTI NS SEE OTHER SIDE < SHEE.T 2 OF. 2) .FOR DESIGN PRESSURE . CAPAC I TIES, DRAYM BY: M S HAPPROVED _ BY:. DATE: 2/6/02 I SCALE: NTS DW : -2HMF I.N,:' . TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE 1- X 4- DETAIL B 2' X 4' TUBE MULLIONS ARE USED) Q SEALANT BETVEEN SEALANT BETVEEN VINDOV FLANGES VINDOV FLANGES L MULLION - L MULLION ' 2000 P.V./DESIGNER 2000 P.V DESIGNER SILL (TYPJ SILL CTYP.) p8 X 3/4 SELF M8 X'3/4 SELF TAPPING SMS TAPPING SMS' IX27/16X 1 X 2 7/16 X v8 TUBE MULLION TUBE MULLION E D 8 X 3/4-SELF 09 X 3/4 SELF 2000 S.M.TAPPING SMS 2000 S.M. SMS HEAD CTYP.) HEAD (TYPJ SECTION A —A (1) SECTION A —A (2) SEALANT BETVEEN VINDOV FLANGE L MULLION p B0PS ' LtTRAL. FL®L .. v op/ t4 SEALANT BETVEEN 17 SEMJINT..BETVEEN. VINDOV FLANGES VINMV FLANGES L MULLION L. MILLION - 2000 P.V DESIGNER 2000 P.W./DESIGNER SIII (TYP.) S_01 (TYPJ 8 X 3/4 SELF R8 X 3/4 SELF TAPPING SMS TAPPING SMS 1, X 4. X 1/8 I X 4 X 3/8 TUBE MULLION TUBE MULLION 18 X 3/4 SELF - C8 X 3/4 SELF TAPPING SMS TAPPING SMS 2000",S.H:_ -• _ 2000 S.H. HEAD (TYPJ - HEAD (TYPJ SECTION A —A (3) SECTION A —A (4) CONCRETE OR MASONRY BY OTHERS MTALLATMN AM]iDR 3/16' DIA TAPCON SCREV ANC.NOR (TYPJ EXTERNAL MULLIO 3/8 ONE BY VOOD WTALLATMN CLIPN BUCK BY. OTHERS 2000 P.V DESIGNER " MULLION SILL (TYPJ 08 X 3/4 SELF TAPPING SMS ' 2.X'4'X 3/8 TUBE MULLION Q 1 1/4' MIN. EMBEDMENT IlE7AlLflr-- A A8 X 3/4 SELF _ \ TAPPING SMS HEAD CTYP.) SECTION A —A (5) ELEVATION VIEWED FROM EXTERIOR FLORIDA. EXTRUDERS MaR 0, NRMA TTrLE: SER. 2000 FLANGE ' SHEE.T:-:1 F:; 2- H RIZ NTAL MULLION SECTIONS — SEE OTHER' SIDE (SHEET '2. OF 2),::f OR o- q Iyl DES IGN'`PRE5SURE--CAPACiT.-I ESQ- -L'— ' DRAWN BY. MSH I APPROVED`BY`-_ '?- Dere:2/4/0 scdL>:NTS _DRc.:'::.2HMFLG.' ay 2000 S.M. 91-1/2SELF' X 1/8 2000 S.H. JAMB (TYP.)TUBN JAMB (TYPJ X v2 'SELF. . PPING SMS ETWEEN _ RAME I TAPPING SMS SECTION A -A (1) TWO BY WOOD _ BUCK BY OTHERS DETAIL C EXTERNAL MULLION INSTALLATION CLIP 2000 Sit MULLION .. . JAMB (TYPJ APPLIES .TO HEAD & .SILL WHERE I' X 4' 2" X"4"TUBE MULLIONS ARE USED I8 x 1/2 SELF APPLIES .TO HEAD &. SILL WHERE I' X 2' TAPPING SMS & 1' X 2.7/16- TUBE MULLIONS ARE USED INSTALLATION ANCHOR QtTAIL 08 vDaD SCREW TYPJ SILL CLIP CENTRAL FLORA B. ®. F: SEALANT BETWEEN ...... _. __ ..__ ... ... _. ..._ , pq G T T [ ,v + p} a p/f8 I8 X .1-1/2 SELF , WINDOW FLANGES ` 1 1/8' MIN. IYLLAR IrMA LMTRI'+R 1\E 1T L7-.i : TAPPING SMS L MULLION M GoR t7 4 ASTER FILE# 1 X 4 X 1/8 _ '1'X'4'X 3/8 TUBE MULLION ...-TUBE MULLION 2001 S H* 2000 S-K JAMB (TYPJ JAMB (TYPJ 18 X 1/2 SELF 08 X 1/2 SELF TAPPING SMS TAPPINGSMS SEALANT BETWEEN ' :.. - i SEALANT BETWEEN WINDOW FRAME VIN00V FRAME. MULLION .._ ... L MULLION I8 X..1=1/2 SELF_ ... .... .: . ... .. _._I8 .X 1-L2 SELF TAPPING. SMS. TAPPING, SMS SECTION A=A ,3) SECTION A -A (4) s 1 1/8' MIN. EMBEDMENT 1 X 2 7/16 X 3/8 _ TUBE MULLION. 2 X 4 x 3i8 TUBE MULLION SHEATHING IS X 1/2 SELF INSTALLATION ANCHOR 18 WOOD TAPPING ;SMS SCREW (TYP) SEALANT BETVCE14 VINDOV FRAME L MULLION IB. X 1-1/2 SELF TAPPING SMS SECTION A --A (2) SECTION A-k (5) arcAnroiD -- DETAIL C VmD, FWwDG AUXILIARY- PLATE F( IR•ADDITIONAL.=AN;CrMS,-.VHEN REOUIRED) I8 SELF, TAPPING SMS ( TYPJ:. ` DETAIL B MULLION• ELEVATION VIEWED ; FROM . EXTERIOR FLORIDA` INTERNATIONAL, INC EXTRUDERSSANFORD, FLORIDA l, Tnu:SER." 2000''FIN- SHEET T 'OF 2 VERT I CAL",MULLI ON: SECT.I ONS 'SEE _ OTHEPRESSUR SIDE 2>_.FOR DESIGN RE CAPAClTIES DRAWN BY: MSW APPROVED -BY:-'' DATE:2/ 6/02 SCALE: NTS DWG.:. 2VMF I N " f ONEONE BY VOOD DETAIL C2000SH1X27/16 X 1/8 2000 SH 1 X 2 7/16 X 3/8 BY OTHERSJAMBCTYPJTUBEMULLION 'JAMB CTYPJ TUBE MULLION 1 CONCRETE OR MASONRY' 1 1/4' MIN. a BY OTHERS EMBEDMENT 4 • 4 8 X 1/2 SELF 08 X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCHOR 3/16''DIA TAPCaN SCREW ANCHOR CTYPJ EXTERNAL MULLION 2 X 4 X'3/8 INSTALLATION CLIP SEALANT BETVEEN SEALANT BETWEEN TUBE MULLION V]N170V FLANGES VDVDOV FLANGES t MULLmN I L MULLION 2000 SA TYPICAL NUWON TO .CONCRETE O HEADa8X1-1/2 SELF a8 x 1-1/2 SELF JAMB CTYPJJA MULLION AP;. 2PLIES TO'.HEAD:_& SILL.WHERE 1' X 4 TAPPINGSMSTAPPINGSMSr _. dc'_ X' 4' TUBE MUWONS ARE USED) SECTION A —A (1) SECTION A —A (2) e8 X 1/2 SELF TAPPING SMS .. INSTALLATION ANCHOR I X 4 X 1/8 1 X 41 3/8. 3/16' DIA TAP(Ilti SOZEI/ YPJ ANCHOR <T TUBEMULLIONTUBEMULLIONSILL CLIP a8 X 1-1/2 SELF SEALANT'BETVEEN 2000 S.H. JAMB CTYPJ 2000 SA JAMB CTYPJ TAPPING.. SMS VItmOV FLANGES t MULLION . c :: E ' SECTION -`_- - 1 1/4' HIM. A= A (5) Q ::.:..._ :`.::_.. .: .EMBEDMENT DETAIL C s . PRECAST"SICC_*BY-OTHERS as X 1/2 SELF a8 X 1/2 SELF TAPPING SMS '„ TAPPING SMS dul SEAL BETWEEN• SEALANT BETWEEN . VINDIIVFLANGES YDVDDV FLANGES . H MULLION L a8 SELF 48 X 1-1/2 SELF A8 X-1-l/2 SELF DETAIL- B MULLI SMSCTYPJONTAPPING. SMS TAPPING SMS •• ' SECTION A —A (3) *SECTION A -A (4) VIEWED FROEXTERIOR . il' Liu' FLORIDA.: EXTRUpERS° oRma" jCTUpER -NAME:' 5:..: TnU: S R. 200 :-ANG` SH 1 _ MVv ETICULLIONSECTIONS'= -, -; RASTER _#.: ......: — SEE THERS-DE-: SHET:,2•,F 12>:, F R: GAPAC18i2DSIGNPRESSURE . ' TIES•r : .: DRAWN BY: JBH : ;,, APPROVED• BY: _z 3;, DATE:2/ 2/02_ _ SCALE: NTS DiPG' ; 21/MFL' G q3 FORM 60OA-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: `j?j 7Ca,1L,pS C= Permitting Office: City, State: cj , Permit Number: Owner: , Q . \A4D2ToN Jurisdiction Number: Climate Zone: Central l . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 IcBtuflu 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 5 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 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 I Btu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.90 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=1 1.0, 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 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=1 1.0, 876.0 ftz _ b. N/A c. Frame, Wood, Adjacent R=11.0, 330.0 W d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 ftz _ 15. HVAC credits PT, _ b. N/A CF-Cciling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. Ali: Interior Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, b. N/A MZ-EI-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33145 PASSTotalbasepoints: 36048 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: a3.02 I hereby certify that this building, as designed, is in compliance with the Florid Energy Code JWNER/AGENT .r DATE: {-;3 U Review of the plans and 7'4T ospecificationscoveredbythismoo, calculation indicates compliance with the Florida Energy Code. Before construction is completed v this building will be inspected for compliance with Section 553.908 r,1, coaFloridaStatutes. WE' L BUILDING OFFICIAL: DATE: r c, EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2284.0 25.78 10598.7 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1.00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As -Built Total: 259.0 13628.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 330.0 0.70 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1809.0 2.13 3853.2 Under Attic 19.0 1809.0 2.82 X 1.00 5101.4 Base Total: 1809.0 3853.2 As -Built Total: 1809.0 5101.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 161.0(p) 31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p 31.90 5135.9 Raised 320.0 3.43 1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 6217.4 1 As -Built Total: 481.0 4559.9 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM Points Area X SPM Points 2284.0 14.31 32684.0 2284.0 14.31 32684.0 Summer Base Points: 44525.2 Summer As -Built Points: 50043.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 44525.2 0.4266 18994.4 50043.1 50043A 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 15198.9 15198.9 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 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 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 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 EnergyGaugeTM 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 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 F15199 4828 13118 33145 PASS y o, Tx> srgT,0 el 1ti EnergyGauge^" 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 area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA-22 OT14FP PRFSCRIPTIVF MFACI 10FZQ /mu F hs me+ ---- ..A —A 9 ....0 ".... '.A^-.--- I 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. EnergyGauge"A DCA Form 60OA-2001 EnergyGaugeO/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 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A It. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ t a. Central Unit 5 _ b. N/A Yes _ 2284 fl2 c. N/A 259.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=0.0, 161.0(p) ft _ c. N/A R=1 1.0, 320.Oft2 _ 14. Hot water systems a. Electric Resistance R=3.0, 835.0 ft2 _ R=11.0, 876.0 ft2 _ b. N/A R=11.0, 330.0 ft2 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1809.0 ft2 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 fit _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code.compliant features. Cap: 48.0 I Btu/hr _ SEER: 12.00 Cap: 48.0 I Btu/lu _ HSPF: 7.90 Cap: 50.0 gallons EF: 0.86 PT, oF sr,,, lam, Builder Signature: Ll l Date: -' `1 3 ; oa Address of New Home: ) CJ GEC-+ City/FL Zip: NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. /fyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarT designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wtvwfsec. 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. EnergyGauge© (Version: FLRCSB v3.2) S 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 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 CoolingArea (ftz) 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 10.0 EER 32900 Btuh 14100 Btuh 47000 Btuh 1600 cfm 0.053 cfm/Btuh 81 % Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 2 wr1g htsoTrt RighlSuite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACC$1, E:1Files%DR HORTON 200A2289\2289.rsr Page 1 RIGHT-1 CALCULATION PROCEDURES A, B, C, D0EntireHouse 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 °F Winter TD = 7712 Btuh 3. Winter infiltration HTM 7712 Btuh / 297 ft2 Total window = 26.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18742 ft3 x 0.0167 = 125 cfm 2. Summer infiltration load 1.1 x 125 cfm x 18 °F 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/lb moist.diff. x 125 cfm = 3692 Btuh rroceaure u - tquipment Sizing r_oadS 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 31306 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 BtuhIntemalloads = 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 overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrlQhltsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50 fiC(iK E:1FileslDR HORTON 200212289\2289.rsrPage1 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 M L J: rtrl t0. 1 Name of morn Entire House MBTH WIC MBRj4ANuiF2Lengthofexposedwall274.5 ft 20.0 ft 16.0 ft 14.0 ft 3 Room dimensions 8.0 x 12.0 ft 9.0 x 9.0 ft 16.0 x 15.5 ftCeiingsCondit. Option 8.2 ft1heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/000l TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg W) Htg Clg ft') Hlg I Clg fl') 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 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 206 7614 7 259 0 0 32 1183glassdoorsbBC37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0f0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 42 849 0 0 0 0 0 0glassdoorsNE/NW 0.0 0 0 0 0 0 0 0 0CoolingE/W 56.8 210 11919 7 381 0 0 32 1741 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30.4 7 224 0 0 0 0 0 0 Hoe 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 1tA 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 835 3848 1719 153 705 315 72 332 148 80 369 165exposedb12C2.9 1.9 876 2523 1703 0 0 0 0 0 0 0 0 0wallsandc13C3.2 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 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1809 3068 4027 0 0 0 0 0 0 0 0 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 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0Note: room b 19G 1.1 0.0 320 364 0 0 0 0 0 0 0 0 0 0perimeterc0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0Boors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.0 8.3 297 7712 24791 7 1821 58 01 0 0 32 831 267 13 Subtotal loss=6+8..+11+12 33017 1664 923 2745Lessexternalheating0000 14 Less transfer Duct loss 10°/ 0 3302 10°/ 0160 FO 92 10% 0 27515Totalloss = 13+14 36319 18W 1015 3020 16 hit gains: People Q 300 7 2100 0 0 0 1 300Appl. Q 1200 2 1800 0 0 0 0 017SubtolRSHgain=7+8..+12+16 27691 754 214 2473Lessexternalcooling0000Lesstransfer000018Ductgain10°/ 2769 10°/ 75 10° 21 10% 24719TotalRSHgain=(17+18)•PLF 1.00 30460 1.00 830 1.00 235 1.00 272020Airrequired (cfm) 1600 1600 81 44 45 12 133 143 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wr ghttsoft Right -Suite Residentiafl" 5.0.64 RSR26016 2002-Mar-01 08:28:50C,", E:1FileslDR HORTON 2002t228912289.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: fill La. 1 Name of room UTIL 112 BTH FAM KIT 2 Length of exposed wall 9.0 it 5.0 ft 31.0 it 9.0 it 3 Room dimensions 6.0 x 9.0 ft 5.0 x 9.0 it 17.0 x 16.0 ft 10.0 x 20.0 it 4 Ceiings Condit.OpGon 8.0 ftj heat/coot 8.0 ft heat/coot 9.0 it heat/cool 9.0 ft i heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg I Clg ft') Htg Clg it') Htg Clg 5 Gross a 14B 4.6 2.1 0 0 311 81 Exposed b 12C 2.9 1.9 0 0 0 p walls and c 13C 3.2 1.2 72 40 p p partitions d 0.0 0.0 0 0 p p 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 370glassdoorsb8C37.0 0 0 0 0 53 1959 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0f0.0 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 0CoolingE/W 56.8 0 0 0 0 53 2883 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0South30.4 0 0 0 0 0 0 0 0Horz0.0 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 1 1 A 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 Nei 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 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 282 478 628 210 356 467b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 9 233 0 5 130 0 31 804 0 9 233 0Note: room b 19G 1 A 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.01 8.3 0 01 0 18 467 150 53 1376 442 101 260 83 13 Subtotal loss=6+8..+11+12 460 1063 5806 1546 Less external heating 0 0 0 0 14 Less transfer Duct loss 0 46 10°/ 0 106 10°/ 0 581 10°/ 0 15515Totalloss = 13+14 10°/ 506 1169 6386 1700 16 Int. gains: People @ 300 0 0 0 0 4 1200 0 0Appl. @ 1200 1 600 0 0 0 0 1 120017SubtotRSHgain=7+8..+12+16 684 426 5685 2101Lessexternalcooling0000 18 Less transfer Dud gain 10% 0 68 10% 0 43 10°/ 0 568 10°/ 0 21019TotalRSHgain=(17+18)•PLF 1.00 753 1.00 469 1.00 6253 1.00 231120Airrequired (cfm) 22 40 52 25 281 328 75 121 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wr g1 itsoft Right -Suite Residerrtial^ 5.0.64 RSR26016 2002-Mar-01 08:28:50E:TilestDR HORTON 200212289t2289.rsr Page 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 rowrvuHL 3: tin La. 1 Name of room DIN/LIV/FOY BR2 BR3 HALL BTH 2 Length of exposed wall 57.0 ft 31.5 ft 23.5 ft 5.5 It 3 Room dimensions 20.0 x 19.0 ft 12.0 x 16.0 ft 12.0 x 15.0 It 6.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 ftheat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft Iheat/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 I Clg ft') Htg 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 I 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 d0. 0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 319 0 0 0 0 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling E/W 56.8 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 Harz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 201 926 414 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 48 138 93 236 680 459 172 495 334 44 127 86 walls and c 13C 3.2 1.2 162 510 190 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 400 678 890 192 326 427 180 305 401 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.00 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 0.00 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.00 0 0 0 0 0 0 0 0 0 0 0 isdispl. 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 97 2519 8101 16 415 134 16 4151 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 14Dudloss10% 947 10% 201 10% 181 10% 31 15 Total loss = 13+14 10420 2213 1988 341 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 6927 1890 1739 326 Less external cooling 0 0 0 00 Lesstransfer00018 Dud gain 10°/ 693 100/ 189 10°/ 174 10% 33 19 Total RSH gain=(17+18)'PLF 1.00 7620 1.00 2079 1.00 1913 1.00 359 20 Air required (dm) 459 400 98 109 88 100 15 19 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wry J "7t5oi'C Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50 ACCP', E:tFiles\DR HORTON 2002t2289\2289.rsr Page 3 RIGHT-J WORKSHEET Entire House a DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 J: rin La. 1 Name of room LOFiBR5 BR414MANUAL2Lengthofexposedwall12.0 ft 41.0 ft 3 Room dimensions 12.0 x 19.0 ft 19.0 x 11.0 ft Ceiings Condit.Optiion 8.0 ft heat/cool 8.0 ft heat/000l TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg Clg ft') Htg Clg ft') Htg Clg Htg CIg Htg Clg 5 Gross a 14B 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 f0.0 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 f0.0 0 0 0 0 7 Windows and North 20.4 16 326 0 0 glass doors NE/NW 0.0 0 0 0 0 Cooling E/W 56.8 0 0 32 1741 SE/SW 0.0 0 0 0 0 South 30.4 0 0 0 0 Horz 0.0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2.9 1.9 80 230 156 296 852 575 walls and c 13C 3.2 1.2 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 228 387 508 209 354 465 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 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) If 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 1 26.01 8.3 16 415 1341 32 8311 267 13 Subtotalloss=6+8..+11+12 1750 3458 Less external heating 0 0 Less transfer 0 0 14 Duct loss 10 175 10°/ 346 15 Total loss = 13+14 1925 3804 16 Int. gains: People @ 300 1 300 0 0 Appl. @ 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1423 3049 Less external cooling 0 0 Less transfer 0 0 18 Duct gain 10°/ 142 10° 305 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. wry j"t5o11't Right -Suite ResidentialTm 5.0.64 RSR26016 2002-Mar-01 08:28:50 CC f, E:tFileslDR HORTON 200212289\2289.rsrPage 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R MBTH a n e a c n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 WIC a n e a c n 0 d 1 MBR 1 90 1.0 1.0 9.5 5.0 54.4 32.0 UTIL 1 /2 BTH FAM K1 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 RightSuiteResidentiall"5.0.64RSR26016 2002-Mar-0108:28:50 IC,Ck E:1Files\DR HORTON 2002\2289\2289.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 Wr ightSOfC Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 08:28:50CCtE:1Files\DR HORTON 2002\228912289.rsr Page 2 v.vCWCC vm113 CDa LMATHW ts.r ls.w a.r r w h dvCt o r t cep `92 i/!a pl;:SI.cd DURDOM M.6a 3• w 12x6 I.ctl 3 1.3 118.4 I.ctl j p: l to 1 10 8.. I.cd 23 o O UUlf. r1 . drys duct t t. root cup 42X42 A/C SLAB 6 r'- BY BLDR MIN 3' bath duct Y t 2' FROM WALL captcap L—i oao. veb GAl4C6 m LN awstia 5 w IrAKILY a m crwu J1212 scat. a/8'•1'0• N — 3- both Wct_ to roof cop 44D ToN wiow e2.av IpH'1a18. 16 pl.n dotlorm bybt 8' DIYINC j 1p• 16• Boor 6 2• 6• 14. 8 I.cd Alm} 6• y 2004. LJ U.O ow ROOM ra- 7m Lx8l.ctl 200 aT+ 3R I I have 0 minimum Clearance Oi 4 inches around the air handler per the State [ner•oy code. • .uOducl has On r46 insulation value. Z C] O OO0o O N CoUNQ CUU 0cu Qi RatingIzorN m i w. > C3 z 7 W 3 I aj00tJ Z) i GCYI 16 M1f MiTek° August 19, 2003 MiTek Industries Inc 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I2177515 thru I2177546. Total : 32 drawings. Job : DR2289A Builder :D. R. HORTON Location :STANDARD MODEL 2289, ELEVATION A County :SEMINOLE s i - 2-(o6 Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty Drive, Suite 300 Chesferfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include Junaidie Budiman, PE 1) 32 Truss drawing. 2) Truss Index. August 19, 2003 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR2289A Trusses included=32 0,"\DR2289A\a.tre" 12177515 1,"\DR2289A\a 1.tre" 1 2177516 2,"\DR2289A\all.tre" 12177517 3,"\DR2289A\a1a.tre" 1 2177518 4,"\DR2289A\a2.tre" 12177519 5,"\DR2289A\a7.tre" 12177520 6,"\DR2289A\a9.tre" 12177521 7,"\DR2289A\agab.tre" 12177522 8,"\0R2289A\b.tre" 12177523 9,"\DR2289A\bl.tre" 12177524 10,"\DR2289A\bb.tre" 12177525 11,"\DR2289A\bbgab.tre" 12177526 12,"\DR2289A\bgab1.tre" 12177527 13,"\0R2289A\e.tre" 12177528 14,"\0R2289A\egab.tre" 12177529 15,"\DR2289A\fl8.tre" 12177530 16,"\0R2289A\f19.tre" 12177531 17,"\DR2289A\f23.tre" 12177532 18,"\DR2289A\f23a.tre" 12177533 19,"\DR2289A\ff19.tre" 12177534 20,"\DR2289A\fgl9.tre" 12177535 21,"\DR2289A\fg23.tre" 12177536 22,"\0R2289A\fg23a.tre" 12177537 23,"\DR2289A\ Are" 1 2177538 24,"\DR2289A\k.tre" 12177539 25,"\DR2289A\ka.tre" 12177540 26,"\DR2289A\1Are" 12177541 27,"\DR2289A\1a.tre" 12177542 28,"\DR2289A\m.tre" 12177543 29,"\DR2289A\ma.tre" 12177544 30,"\DR2289A\mt.tre" 12177545 31,"\DR2289A\s.tre" 12177546 No. 4.5161 %,zkY O STATE OF t`A''•: O R 10A*"'/• V All. r.w.• r March 13. 2002 A WARMNO - Verj fy design paranseters and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. AppilcobBlty 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 tesponsibllity of the erector. Additional permanent btIscing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery. erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 Handling Installing and Brocing Recommendation available from Truss Plate Institute. $83 D'Onofrlo Drive, Madison, WI53719. t MiTek° 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 the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. All a TOP CHORDS 2. Cut members to bear tightly against eachczQ other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ;, Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a ' _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromuC, u panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slats in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to comber 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 iCB 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, PI T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP MMiW0-A/R0FoeMoie.oi9 0°110-'"" 1 A` Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177515 DR2289A A 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 3 1 opt ionall MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar 1 age 1-0-0 6-1-4 11-8.0 17-2-13 23-4-0 1-0-0 6-1-4 5-6-12 5-6-12 6-1-3 Scale 1:41.7 4x6 = 4 6.00 (—tF 20 \\ 2x4 3 5 8 2 1 la00 3x4 = B 7 3x4 = 3x4 - 5x6 - 7-11-8 15-4-9 23-4-0 7-11.8 7-5-0 7-11-7 Plate Offsets -1 , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st 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 cc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-7 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1081/0-4-0, 2=1172/0-4.0 Max Horz 2 = 198(load case 4) Max Uplift6 = -587(load case 5), 2=-681(load case 4) FORCES Ilb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1703, 3-4=-1476, 4.5=-1476, 5-6=-1702 BOT CHORD 2-8 = 1510, 7-8 = 1035, 6-7 = 1509 WEBS 3-8 =-355, 4-8 = 534, 4-7 = 533, 5-7 = -354 NOTES (5-4) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. n LOAD CASE(S) Standard`D1E B'+j 1 No. 4 5161 cc SPATE OF c+` s•• 0 R March 13,2002 AWARNING - Verj%y design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with MRek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erectof. Additional permanent bracing of the overall structure is the responslbBlty of the building designer. For general guidance regarding fobAcatlon, quality control, storage, delivery, erection and bracing, consult OST-aa Quality Standard, OSB-BV Bracing Specification, and HIB-91 Handllno Inttallina and Bracing BecamWPlate meratlon availablefromTrussateInstitute, 583 D'Onofrlo Drive, Madison, Wl5371 V. M iTe k® 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. A„ ,A„ 0 O For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, Mi! MiTeko MYORO,111/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 Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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. FORM016,019 Job ss russ Type ty y JUNAIDIE BUDIMAN PE #45161 12177516 DR2289A Al ROOF TRUSS 16472 Segovia Cit. N. 1 1 Pembroke Pines, FI 33331-4627. optional) ACCU-SPAN-T LONGWOOD, FL, MiTekIndustries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 6-2-12 11-8-0 19-5-12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale 1:42. 4x8 II 4 6.00 rf£ 2x4 = 3 2x4 II 5 8 5x8 = 6 2 aa.6 3. 00 FfT d x4 a 5x6 = 3x4 = 9- 10-0 19-4-0 23-3-0 23-,f1-0 9- 10-0 9-6-0 3-11-0 0-1-0 LOADING ( psf) SPACING 2-0-0 CST DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.13 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.50 7-8 > 457 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANSI95 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. GOT CHORD 2 X 4 SYP No.2D GOT CHORD Rigid ceiling directly applied or 5-2-1 oc bracing. YVEBS 2 X 4 SYP No.3 WEBS 2 Rows at 1/3 pts 4-7 REACTIONS ( lb/size) 6=7/0-3-0, 2=957/0-4-0, 7=1293/0-4-0 Max Horz 2 = 198(load case 4) Max Uplift6 = -97(load case 6), 2=-569(load case 4), 7=-700(load case 5) Max Grav 6 = 1 1 1(load case 7), 2 = 957(load case 1), 7 = 1293(load case 1) FORCES ( lb) - First Load Case Only TOP CHORD 1-2 =16, 2-3=-2259, 3-4 = -1612, 4-5 = 394, 5-6 = 363 GOT CHORD 2-8 = 2060, 7-8 = 938, 6-7 =-321 WEBS 3-8=-565, 4.8=1143, 4-7=-1590, 5-7=-421 NOTES ( 6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 6, 569 lb uplift at joint 2 and 700 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6 THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 13 r LOAD CASE(S) Standard No. 4 5161 ,t 4 0 : STATE OF 41 fAl+ March 13,2002 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is tesponslblllty of bullding designer - not truss deslgnet. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-BV Bracing Speciflcafion, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 5" D'Onofrlo Drive, Madison, WI5371 V. M iTe k® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t-1/1. *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. 4 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each ca Q other. O WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates from outside edge of o_ d at joint locations. truss and vertical web. d a o 4. Unless otherwise noted, locate chordsplices at 1/4 length(+ 6" from ceC, panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular Plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA 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, 40O unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL i~ erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM016, O1V o G- NYORO,AZR® I " Job I russ russ Type JUNAIDIE BUDIMAN PE 1145161 ty y 12177517 DR2289A Aii ROOF TRUSS 16472 Segovia Cir. N. 1 1PembrokePines, FI 33331-4627. o tional) ACCU-SPAN-TH,TOITGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries Inc. Wed Mar age 1-0-0 5-9-4 , 11-0-0 , 17-6-13 _ 23-4-0112-4-1 1-0-0 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 Scale 1:42.3 4x6 = 4x6 = 4 5 6.00 [T2-- 3x8 i 3x6 3 8 7 6 j O1 3x8 = 11 10 9 8 3x8 = 2x4 II 3x4 - 5x6 - 2x4 11 5-9-4 11-0-0 12-4-1 17-6-13 23-4-01 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 Plate Offsets -1, -1- 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) 0.10 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1079/0-4-0, 2 = 1 175/0-4-0 Max Horz 2 = 189(load case 4) Max Uplift 7 = -580(load case 5), 2=-695(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1937, 3-4=-1357, 4-5=-1139, 5-6=-1358, 6-7=-1950 SOT 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 (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 580 lb uplift at joint 7 and 695 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 1,33/Q ptE LOAD CASEISI Standard ,.•'' lF j .• No. 4 5161 0 STATE OF . cuss/ L o R iVA1. March 13,2002 AwmmNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. tenoessi® Design valid tot use only with MITek connectors. This design Is based only upon patometets shown, and is tot an IndNklual building component to be Installed and loaded vertically. Applicability of design potometets and proper Incotporallon of component is responsibility of building designer - not truss deslgnet. Btacing shown is lot lateral support of Individual web members only. Additional temporary biocing to Insure stability during constructlon is the responsibility of the etectot. Additional petmonent btbcing of the overall shuctute is the responsibility of the building designer. Fot general guidance regarding tobrloatlon, quality control, stotoge, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling tnstalllnq and Bracing Recommendationm Travailableftouss Plate Institute, 593 D'Onofrlo Drive, Madison, WI 53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 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 eachCz other. o JSQ3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ¢ Z joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6"fromuC, c. panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design Is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal 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. GeneralPtY 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, 40 1 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PI PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016.019 Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177518 DR2289A A1A 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 6 1 optional) MiTek Industries, Inc. 4.201 SR1 S Aug 20 2001-MiTek Industries, Inc. Wed Mar 1 age 1-0-0, 6-2-12 11-8-0 19-5-12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale 1:42. 4x8 II 4 6.00 FM 2x4 = 3 2x4 II 5 8 5x8 - 6 M1l 2 rLLo of oQ 3.00 rf- d x8 s 7 5x8 - 3x4 - 9-10-0 19-4-0 23-4-0 r 9-10-0 9-6-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.21 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.63 7-8 > 439 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.17 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 104 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-7 REACTIONS (lb/size) 6 = 1081 /0-4-0, 2 = 1 172/0-4-0 Max Horz 2 = 1980oad case 4) Max Uplift6=-587(1oad case 5), 2=-681(load case 4) FORCES (Ib) - 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 (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 6 and 681 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. DI B LOAD CASE(S) Standard •,s„ J .; s icq•'y'GI eon"% STATE OF JVAL L March 13,2002 AWARMNO - VerW design parameters and READ NOTES ON TITS AND REVERSE SIDE BEFORE USE. ssw® Design valid tot use only with Mliek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vedloolly. Applicability of design parameters and proper Incotporatlon of component is responsibility of building designer - not huss deslgnet. Bracing shown is fat lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslblllty of the eiectot. Additional permanent bibcing of the overall shuctute is the iesponslblllty of the building deslgnet. For genetal guidance regarding fabilcatbn, quality control, storage, delNery, erection and biacing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate institute, 583 D'Onohlo Drlve, Madison, Wl53719. M iTe k® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC7G other. o WEBS J5 cc3. Place plates on each face of truss at each For 4 x 2 orientation, locate o U ¢ joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a X at joint locations. truss and vertical web. 0 a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" fromcec, u panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in JI J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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 of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeke engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 CLANG-w.a 0"RO,AZR® Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177519 DR2289A A2 ROOF TRUSS 16472 Segovia Cir. N. 5 1PembrokePines, FI 33331-4627. optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0, 6-2-12 11-8-0 15-6-4 19-8-0 1-0-0 6-2-12 5-5-5 3-10-4 4-1-12 Scale = 1:36. 4x6 = 4 3x4 5 6'00 FTT 2x4 c 3 Ic 2x4 II 6 9 5x6 = 8 2 3x4 ; d 1 3.00 Fi'F 3x4 c 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 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.14 9 1999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.43 2-9 > 542 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 98 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 3-2-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 100 1 /0-4-0, 7 = 910/0-4-0 Max Horz 2 = 301(load case 4) Max Uplift 2 = -597(load case 4), 7=-469(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-2439, 3-4=-1797, 4-5=-1123, 5-6=-0, 6-7=-146 BOT CHORD 2-9 = 2224, 8-9 = 1093, 7-8 = 977 WEBS 3-9=-558, 4-9=1175, 4-8=-106, 5-8=168, 5-7=-1343 NOTES (6-5) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 597 lb uplift at joint 2 and 469 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. 10 LOAD CASE(S) Standard j No. 4 5161 O STATE oNaL March 13,2002 AwARNING - verVy dewy. parameters and READ NOTES ON THIS AND REVERSE SIDE BEPORE USE. 1DesignvalidforuseonlywithMITekconnectors. This design Is based only upon parameters shown, and is lot an Indivival building component to be Installed and loaded vertloatty. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, dellvety, election and bracing, consult OST-88 Quality Standard, OSS-89 Bracing Specification, and HIS-91 Handling Installlnq and Bracing Recommendallon available from Truss Plate Institute. 583 D-Onofrlo DrNe, Madison, WI53719. M iTe k® 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 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 c2 c3 other. 0 WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , Qv `` 3 '' ; joint and embed fully. Avoid knots and wane plates I/s" from outside edge of o_ a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesp at I/4 length(+ 6" fromceC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and 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. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40 1 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, A PANEL Igo TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 MYDRD.AIR® I L Job russ rusS Type JUNAIDIE BUDIMAN PE #45161 ty Y 16472 Segovia Cir. N. 12177520 DR2289A A7 ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 3-9-4 7-0-0 11-8-0 16-4-1 19-6-13 23-4-0 1-0-0 3-9-4 3-2-12 4-8-0 4-8-0 3-2-12 3-9-3 Scale 1:42.1 5x8 = 2x4 II 5x8 = 4 5 6 6.00 FTY V J 2x4 2x4 : 3 8 2 t 0 3x8 = tt 10 9 3x8 = 3x4 = 5x8 = 3x4 = 7-0-0 11-8-0 16-4-1 23-4-0 7-0-0 4-8-0 4-8-0 6-11-15 Plate Offsets 4: -1 -1, -1 -1-1 -1 -1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.24 10 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.29 10-11 >956 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.11 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 122 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-0-13 oc purlins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8 = 2193/04-0, 2 = 2284/0-4-0 Max Horz 2 = 135(load case 4) Max Uplift8=-1281(load case 4), 2=-1487(1oad case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=4228, 3-4=-4058, 4-5=4347, 5-6=-4347, 6-7=-4056, 7-8=-4225 BOT CHORD 2-11 =3728, 10-11 =3677, 9-10=3676, 8-9=3724 WEBS 3-11 =-95, 4-11 =815, 4-10=837, 5-10=-810, 6-10=839, 6-9=814, 7-9=-92 NOTES ( 7-6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1281 lb uplift at joint 8 and 1487 lb uplift at joint 2. 5) This truss has been designed with ANSIITPI 1-1995 criteria. load( s) 602.71b down 724.81b 16-4-1, 6) Special hanger(s) or connection(s) required to support concentrated and up at and t DI 603.21b down and 725.O1b up at 7.0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. vjjV'• 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. •:U(, j LOAD CASE(S) Standard * 10.451fiy 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 ° O i YATE OF ConcentratedLoads (lb) Vert: 11=-603.2 9=-602.7 . it` oRtoa,. eree. ON 6L March 13,2002 A WARNINO - VerVy design parameter* and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing Shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslbllity of the erector. Additional permanent btbcing of the overall structure is the responsibility of the building designer. For general guidance regatding fabrication. quality control, storage, delivery, election and bracing, consult OST•88 Quality Standard, 0SB•89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate Xplates1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to 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- ®,DRO-AIR® 11 n Joly russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty y 12177521 DR2289A A9 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 optional) s Jan 2 002 mirekn ustries, nc. ue ar age 1-0-00 4-9-4 9-0-0 14-4-1 18-6-13 23-" i I 1-0-0 4-9-4 4-2-12 5-4-1 4-2-12 4-9-3 Scale = 1:41.7 4x6 = 4x8 = 4 5 6.00 12 2x4 -- 2x4 G 3 6 nV1e 7 2 iVIg 3x4 = 9 8 3x4 = 3x8 = 5x6 = 9-0-0 14-4-1 23-4-0 i I 9-0-0 5-4-1 B-11.15 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.08 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1081 /0-4-0, 2 = 1 172/0-4-0 Max Horz 2 = 163(load case 4) Max Uplift 7 = -556(load case 5), 2=-720(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1773, 3-4=-1439, 4-5=-1295, 5-6=-1439, 6-7=-1772 BOT CHORD 2-9 =1568, 8-9 = 1295, 7-8 = 1567 WEBS 3-9 = -317, 4-9 = 286, 5-9 = 0, 5-8 = 285, 6-8 = -316 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 556 lb uplift at joint 7 and 720 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASES) Standard Xp,E 13 No. 4 5161 XenSTATEOF s.40R t0,y sNAL March 13,2002 AWARNTNO - VerW design parameters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MlTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllfy of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fobrkatlon, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, Wl53719. M iTe k® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/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. e J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2. Cut members to bear tightly against eachcrc3 other. O WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Qs ' ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o U _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at I14 length(+ 6" fromuC, u panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. responsibilityistherespty of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA 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, 40 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, III PANEI TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016.019- MYDRO,A/R® I oo` Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty y 12177522 DR2289A AGAB ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627. 1 1 optional) FIL 4 201 SR1 s In, trles, Inc. Tue Mar age 1-0-0 5-2-4 9-10-0 14-5-12 19-" 20-8-0l 1-0-0 524 4-7-12 4-7-12 52.4 1.0.0 Scale = 1:37.3 4x6 = 4 6.00 Fl2 3 21-5 2 6 tyt7Ig 3x4 = 8 3x4 = 5x8 = 9-10-0 _ 19-8-0 _ i 9-10-0 9-10-0 Plate Offsets , 24:0-0-0,0-0-01,125:0-0-0,0-0-01, [26:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.47 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS. 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1000/0-4-0, 6 = 100010-4-0 Max Horz 2 = 161(load case 4) Max Uplift 2=-587(load case 41, 6=-587(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8 = 1204, 6-8 = 1204 WEBS 3-8 = -360, 4-8 = 531, 5-8 = -360 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 2 and 587 lb uplift at joint 6. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. p•9 l+fQ/ LOAD CASE(S) Standard No. 4 5161 0 :• STATE OF NaL A WARNING - Ver{/y design parameters 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 lot an Individual building component to be Installed and k»ded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installina and Bracing Recommendation available from Truss Rate Institute, 5W D'Onoloo 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. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2c3 other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 Q C6 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of O a ° _ at joint locations. truss and vertical web. 0 a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" fromceC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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, IlIIIIIII PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 L ® ` //YDRO,A/R® Job I russ I russ I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177523 DR2289A B ROOF TRUSS 16472 Segovia Cir. N. 5 1 Pembroke Pines, FI 33331.4627, optional) AKrCCU--gPAN-T LONGWI, I e n ustries, Inc. 4.201 SR1 S Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0 Q 6-10-8 13-5-8 20-4-0 r- 1-0 0 6-10-8 6-7-0 6-10-8 5.8 1, 7 3x4= Scale = 1:58.7 6.00FiF 6 1Iwedge 5x8 i 5 5x8 i 4 g 2x4 II 3 9 3x8 v 3. 00 rF 2 10 1 5x6 3xa6rj3x44x6 II 6- 10-8 13-5-8 20-4-0 , 6- 10-8 6-7-0 6-10-8 Plate Offsets -4 , e , LOADING ( psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.12 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.20 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) -0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC ILL Min I/defl = 360 Weight: 1 13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-6-1 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 3-7-15 REACTIONS ( lb/Size) 6 = 988/0-3-8, 2=1030/0-8-0 Max Horz 2=853(load case 4) Max Uplift6 = -826(load case 4), 2=-465(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-2334, 3-4=-2334, 4.5=-1273, 5-6=-1263, 6-11 =-10, 7-11 =-10, 6-8=67 BOT CHORD 2-10=2095, 9-10=2092, 8-9=0 WEBS 4-10=135, 4-9=-894, 5-9=-485, 6-9=1642 5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 826 lb uplift at joint 6 and 465 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. `D1 B 0 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. ,Zt+...... LOAD CASEISI Standard I' No. 4 5161 : ,t o sTATe of a sS` [ 01 +oANaL March 13,2002 A WARNING - Ver{jy design parameters and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and b for an Individual building component to be Installed and boded verticotly. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss Mi! designer. Bracing shown Is lot lateral suppotl of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bilhOng of the overall structure is the responsibility of the building designer. For general guidance regatding fabrication, quality control. storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation avolbble from Truss Plate Institute. $83 D'Onofrb Drive, Madison, WI53719. M iTe k® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property ll A securely seat. J2 J3 Ja TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against eachc2c3other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o o joint and embed fully. Avoid knots and wane at joint locations. plates/e" from outside edge of a y truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP1/4caC, 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 Ji J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA rCB 17.08 Indicates location of required 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko O I ffiff - FORM016,019 ono-wnii. @ ' #"R0,4ZR0 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, site and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I russ I russ type JUNAIDIE BUDIMAN PE N45161 ty y 12177524 DR2289A B1 ROOF TRUSS 16472 Segovia Cir. N. 16 1 Pembroke Pines, FI 33331-4627. optional) r e n ustrles, nc. s ug I e n ustrre.q Inc. Wed Mar age 1-0-9 5-7-13 11-0-3 16-8-0 1-0-0 5-7-13 5-4-5 5-7-13 5x8 7 3x4= Scale = 1:45.7 11/ w/wedge 6 6.00 FfT 2x4 II 5 5x6 4 8 2x4 II 3 9 3x8 3.00 Ff£ 210 1 ix653x4 4x6 II 5-7-13 11-0-3 16-8-0 r 5-7-13 5-4-5 5-7-13 Plate Offsets -1 e , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.09 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.12 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 93 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3.11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 2-11-12 REACTIONS (lb/size) 6=816/0-3-8, 2=857/0-8-0 Max Horz 2=707(load case 4) Max Uplift6=-681(load case 4), 2=-392(load case 4) FORCES IV - First Load Case Only TOP CHORD 1-2=7, 2-3=-1841, 3-4=-1841, 4-5=-1014, 5-6=-1014, 6-11 =-10, 7-11 =-10, 6-8=55 BOT CHORD 2-10=1644, 9-10=1641, 8.9=0 WEBS 4-10 =1 10, 4-9 =-687, 5-9 =-399, 6-9 = 1327 5) 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681 lb uplift at joint 6 and 392 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. `1,» D` 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. t 13 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.,,.... Frcq LOAD CASE(S) Standard U, • : Ma.451fi1 STATE OF aCV s .LoRtoA s ONArL March 13,2002 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SME BEFORE USE. 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 Installed and loaded vertically. AppllcabABy of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute. 593 D'Onofrlo Drive. Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 44 t3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates/a" from outside edge of CL truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 0$ 00 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 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 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 -PJAM iriDRv sia® Job russ lruss type JUNAIDIE BUDIMAN PE #45161 ty y 12177525 DR2289A BB 16472 Segovia Cit. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0 Scale = 1:26. 4x6 = 4 6.00 rf'£ 3 5 7 5x6 = 6 2 3x4 3x4 3x4 i 3x4 3.00 ri'£ 4x6 II 3x6 II 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets -4- - -116:0-2-4,0-2-131 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) -0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 VertITL -0.12 7 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (lb/size) 6 = 679/0-3-0, 2 = 763/0-8-0 Max Horz 2 = 130(load case 4) Max Uplift(3=-363(Ioad case 5), 2=-455(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7 = 1125, 6-7 = 1 125 WEBS 4-7=690 51 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and 4hi Ile uplift at join[ 2. g `Dt 351ThistrusshasbeendesignedwithANSI/TPI 1-1995 criteria. C) 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard I" : G, • ; No.45161 i Y hSTATE OF ° ANAL' March 13,2002 A WARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek conneclots. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design patameters and proper Incorporatlon of component is responsibility of building designer - not truss designet. Bracing shown is tot loteral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponslbllity of the etectot. Additional permanent bracing of the overall structure is the responsibility of the building designer. For genetal guidance tegatding tobticallon, quality control, stotoge, delivery. etectlon and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Speciflcatlon, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI53719. M iTe k® 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 the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. 4 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachczQ other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o G , ; ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a ° X at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices 4 length(+ 6" fromc at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityonsibilipty of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead toad 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, 40 1 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, PACLIPNEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 mwo-wuR. ® MOQO.A,p® Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177526 DR2289A BBGAB ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627. 1 1 optional) MiTek Industries, Inc. 4.201 SR1 S Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 7-6-0 _ 14-7-0 1-0-0 7-6-0 7-1-0 Scale = 1:26. 4x6 = 4 2x4 II 2x4 II 6.00 FTT 3 5 7 5x6 = g 00 2x4 II 2x4 II 2 3x4 3x4 1 3x4 i 3x4 3.00 FT2- 4x6 II 3x6 II 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets[6:0-2-4,0-2-131 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) -0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.12 7 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 68 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3.5-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0.2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (lb/size) 6 = 679/0-3-0, 2 = 763/0-8-0 Max Horz 2 = 130(load case 4) Max Uplift6=-363(load case 5), 2=-455(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7 = 1 125, 6-7 = 1 1 25 WEBS 4-7=690 71 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer p1 13j 4, should verify capacity of bearing surface...... 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 6 and 455 lb uplift at joint 2. i• j G. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. I" 8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. t ; No. 4 5161 LOAD CASE(S) Standard * l00% STATE OF ORIOA ANAL March 13,2002 A WARNING - VerVy deelyn parameters and READ NOTES ONTms AND REVERSE SIDE BEFORE USE. Design valid tot use only with MiTek connectors. This design Is based only upon parameters shown, and Is tot on individual building component to be Installed and loaded vertloally. Applicability of design parameters and proper Incorporation of component Is responsibility of building designet - not truss deslgnet. Bracing shown Is for lateral support of Indvidual web members only. Additional temporary bracing to Insure stability duting construction Is the responsibility of the erector. Additional permanent btbcing of the overall structure is the responsibility of the building designer. For general guidance tegarding fabrication. quality control, storage, delivery, erection and bracing, consult OST•88 Quality Standard, DSB•89 Bracing Specification, and NIB -fit Handling Installlnq and Bracing ReeommorWatlon available from Truss Plate Institute. 583 D'Onofrlo Drlve, Madison, WI5371 V. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcza other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - QX joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at 14 length(+ 6" fromuC, u panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO 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, site and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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, So PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM01 B.019 G Awo-N.aL #"RO,AZR ®I 1' ` Job Truss russ ype JUNAIDIE BUDIMAN PE 1145161 ty y 12177527 DR2289A BGAB1 MONO TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, Ft 33331-4627. optional) TONGWOOD, FL, MiTek Industries, Inc. 4.201 R1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-9 16-8-0 1-0-0 16-8-0 2x4 II Scale 1:47.0 10 11 2x4 II 9 2x4 I 6.00 rTT 8 2xa II 7 2x4 II 6 2x4 II 5 2x4 II 5x6 G 4 3 2 U go 3x4 = 14 li 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 5x6 - 2x4 II 16-8-0 16-8-0 Plate Offsets LOADING (psf) SPACING 2.0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 10-11 >891 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 12 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 111 Ib 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=699(load case 4) Max Uplift 1 3=-1 50(load case 4), 12=-69(load case 4), 14=-162(load case 4), 15=-158fload case 41, 16=-158(load case 4), 17=-160(load case 4), 18=-153(load case 4), 19=-236(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=23, 2-3=38, 3-4=-38, 4-5=33, 5-6=32, 6-7=32, 7-8=32, 8-9=32, 9-10=24, 10-11 =-9, 10-12 =-75 BOT CHORD 2-19=8, 18-19=1, 17-18=1, 16-17=1, 15-16=1, 14-15=1, 13-14=1, 12-13=1 WEBS 9-13=-146, 8-14=-150, 7-15=-148, 6-16=-148, 5.17=-149, 4-18=-143, 3-19=-174 7-61 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 17iJ4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 Ib uplift at joint 13, 69 Ib ' iF%Cq '• uplift at joint 12, 162 Ib uplift at joint 14, 158 Ib uplift at joint 15, 158 Ib uplift at joint 16, 160 Ib uplift at joint 17, 153 ,•U(,P Ib uplift at joint 18 and 236 Ib uplift at joint 19. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. * No 45161 b LOAD CASE(S) Standard el % STATE OF ° S aNaL L March 13,2002 AWARNING - Veryy design paransaterss and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mgek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Speclflcatlon, and HIB•91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute. 593 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center late on joint unlesspI 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. 0 J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Qoc? joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c o a y at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chords lacespat1/4 length(+ 6" fromupanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 0$ 00 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, IINEL T~ PAPIerection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORnw1e, 019 iffORO-AIR0 11 Job russ I russ I ype JUNAIDIE BUDIMAN PE 945161 ty y 12177528 DR2289A E 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 2 1 optional) MiTek Industries, Inc. 4.201 E I MiTekIndustries, Inc. Wed Mar age 1-0-0 4-8-0 _ 9-4-0 10-4-0 1-0-0 4-8-0 4-8-0 1-0-0 Scale = 1:19. 4x6 = 3 6.00 Fry 4 2 5 16 1 3x6 = 3x6 = 8 7 6 2x4 II 1-4-0 4-8-0 8-0-0 9-4-0 1-4-0 3-4-0 3-4-0 1-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.06 4 >295 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.06 2 > 298 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8 = 517/0-1-8, 6 = 517/0-1-8 Max Harz 8=-92(load case 5) Max Uplift8 = -400(load case 4), 6=-400(load case 5) FORCES (lb) - 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 5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 8 and 400 lb uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASEIS) Standard '01 J tb No.451fi1 STATE OF V L March 13,2002 A WARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SLDE BEFORE USE. 0 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 poiameteis and proper Incorporation of component Is iesponslblBty of building designer - not truss designer. Bracing shown Is for literal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllty 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 OST-BB Quality Standard. OSS-89 Bracing Spectficatlon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate institute. 583 D'Onofilo Drive. Madison. W153719. M iTe k® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 re-1'i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73 2. Cut members to bear tightly against each u other. O WEBSNrz3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ,¢jointXo and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0. truss at joint locations. and vertical web. o a4. o Unless otherwise noted, locate chord splices at I/4 length(+ 6" fromupanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in A J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating 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 responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, T~ Spo PANEL erection and Installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016.019 GANG-waL HMRO,AIIR @ J06 1 russ russ rype JUNAIDIE BUDIMAN PE N45161 ty y 12177529 DR2289A EGAB ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) s an I e n ustries, Inc. Tue Mar age 1.0-D 4.8-0 9.4-0 1D-4-0 1.0.0 4-8-0 4-8.0 1.0-0 Scale = 1:19.3 4x6 = 3 6.00 12 2x4 II 2x4 II 4 2 Li U5 Ig 2x4 11 6 2x4 11 2x4 = 2x4 11 2x4 = 443-0 9-4-0 4-8-0 4-8-0 Plate Offsets 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 2-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 51 1 /0-8-0, 4 = 51 1 /0-8-0 Max Harz 2=-92(load case 5) Max Uplift 2 = -326(load case 4), 4=-326(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 17, 2-3 = -424, 3-4 = -424, 4-5 = 17 BOT CHORD 2-6 = 372, 4-6 = 372 WEBS 3-6=87 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 2 and 326 lb uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. F- ip U / LOADCASES) Standard l 10. 4.5161 Or STATE o.. PP* ANAL March 13,2002 A& WARNINO - VerVy derstgn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 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 vedIcally. AppBcobltty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the responsibility of the erector. Additional permanent brbcing of the overall structure Is the iesponslblilty of the building designer. For general guidance regarding fobilcotlon, quality control, storage, delivery, erection and bracing, consult OST-66 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onof o Drive, Madison. WI53719. MiTek® 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„ T 0 a*For 0 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke O FORM016.019 #fMRO,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 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. russ russ ype ty y JUNAIDIE BUDIMAN PE #45161 12177535aDR2289AFG19FLOOR16472SegoviaCir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 3-4-0 6-6-4 9-8-8 12-10-12 _ 16-1-0 19-5-0 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Scale 1:33.3 2x4 II 5x6 - 2x4 II 4x8 - 2x4 II 502 II 1 7x8 - 2 3 4 5 6 7 13 12 11 10 9 15 3x6 II 7x8 - 2x4 II 4x6 - 7x8 = 7x8 - r 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 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.46 10-11 >495 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.63 10-11 >360 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 480 Weight: 102 lb 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 (lb) - 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 4) 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.Olb down at 18-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 51 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 13Di Concentrated Loads (lb) ..., Vert: 15=-564.0 G`Pj No. 4 5161 STATE OF ANAL March 13,2002 A WARMNO - VerVy design parameters and READ NOrEs ON rnis AND RLVER.SE s/DE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllty of the erector. Additional permanent briscing 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, DSO.89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation ovolloble from Truss Plate Institute. 5a3 D'Onofrlo Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 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 eachc2a other. o WEBS J5 a:3, Place plates on each face of truss at each For 4 x 2 orientation, locate 0 Qv ; ' ; joint and embed fully. Avoid knots and wane from outside edge oflottruss o_ d ' at joint locations. truss and vertical web. a d a o 4. Unless otherwise noted, locate chordsplices at I14 length(+ 6" from ceC, panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in 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 PtYof truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 OfMRO,AM0 Job russ runs ype JUNAIDIE BUDIMAN PE k45161 ty PIY 16472 Segovia Cir. N. 12177537 DR2289A FG23A FLOOR Pembroke Pines, FI 33331-4627. 1 optional) ACCU-SPAN-T 1, LONGWOOD, FL, MiTek industries, Inc. s Aug 20 Inc. Wed Mar age 3-11-0 7-8-4 11-5-8 15-2-12 19-0-0 22-11-0 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Scale = 1:39. 5x6 = 2x4 II 5x6 = 2x4 II 4x8 = 2x4 II 4x6 = 1 2 3 4 5 6 7 13 12 11 10 159 8 3x6 II 5x8 = 2x4 II 4x6 = 7x8 = 4x10 = 3x6 II 3-11-0 7-8-4 t 11-5-8 15-2-12 19-0-0 22-11-0 r r 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Plate Offsets -4- LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/deft 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 10-1 1 > 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) 1 st LC LL Min I/defl = 480 Weight: 240 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-0 oc purlins, except end verticals. 60T CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D 3-13 2 X 4 SYP No.2D, 5.11 2 X 4 SYP No.2D 5-9 2 X 4 SYP No.2D, 7-9 2 X 4 SYP No.2D REACTIONS (lb/size) 14 = 1378/0-6-0, 8 = 1859/Mechanical FORCES (Ib) - First Load Case Only TOP CHORD 1-14=-1084, 1-2=-3957, 2-3=-3957, 3-4=-7771, 4-5=-7771, 5-6=-5807, 6-7=-5807, 7-8=-1562 BOT CHORD 13-14=798, 12-13=7695, 11-12=7771, 10-11 =8538, 10-15=8538, 9-15=8538, 8-9=800 WEBS 1-13=3264, 2-13=-240, 3.13=-3867, 3-12=505, 4-11 =-273, 5-11 =-791, 5-10=428, 5-9=-2818, 6-9 = -239, 7.9 = 5166 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) 757.0Ib down at 18-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. `pi 13 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.....••... LOAD CASES) Standard 1) Floor: Lumber Increase = 1.00, Plate Increase = 1.00 Uniform Loads (plf) ;• No, 4.5161Vert: 1-7=-100.0, 8-14=-10.0 b = Concentrated Loads (lb) dVert:15=-757.0 O'• STATEOF AN March 13,2002 A WARMNO - VerVy desrtyn parartleters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 Design valid tot use only with MiTek connectors. This design is based only upon parameters shown, and Is tot an Individual building component to be installed and loaded vertically. Applldabnity of design parameters and ptoper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot btetal support of Individual web members only. Additional temporary bracing to Insure stability duiing construction is the tesponslbliity of the erector. Additional permanent btacing of the overall structure is the responsibility of the building designer. For general guidance tegatding lobrldatbn, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and NIB-91 Handling Installing Truss Plate Institute, 583 D'Onoftio Dtive, Madison, WI 53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A,• 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of aotrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko 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 I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss 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 MYDRO,AW Job russ russ ype JUNAIDIE BUDIMAN PE p45161 y y 12177538 DR2289A J ROOF TRUSS 16472 Segovia Cir. N. 6 1 Pembroke Pines, FI 33331-4627. optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 20I e n ustnes, Inc. Wed Mar age 1-0-0 7-0-0 r 1-0-0 7-0-0 3 Scale = 1:19. 6.00 jT7 2 1 4 2x4 - 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) 0.28 1-2 >53 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 242/Mechanical, 2=418/0-4-0, 4 = 68/Mechanical Max Horz 2 = 291(load case 5) Max Uplift 3 = -305fload case 5), 2=-167(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 lb uplift at joint 3 and 167 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 51 THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 9 iF- 13p No.45i61 r* V y STATE OF c : A sS94 o ."4406 March 13,2002 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with Milek connectors. This design Is based only upon parameters shown. and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction B the responslblllfy 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, DS6-89 Bracing Spectfloatlon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrb Drive, Madison, WI $3719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/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.. All TOP CHORDS 2. Cut members to bear tightly against each other. o WEBS JS or 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromC, 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 formal 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. 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, 4000 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, 11Perection PANEL TM and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 OfMRO,AIR 0 1 1•. ^ 1 Job russ Iruss I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177539 DR2289A K ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331-4627. optional) MiTek Industries, Inc. 4.201 FIT s Aug I e n ustrtes, Inc. Wed Mar age 1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = 1:14.9 6.00rTF 2 1 4 2x4 - 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.09 1-2 > 157 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 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=212(load case 5) Max Uplift 3 = -21 5(load case 5), 2=-151(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 3 and 151 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard plitE BtjQ IF/rR"y No. 4 5161 STATE OF 0RIOe• March 13,2002 AWARMNa - Verify deetyn paransetere and READ NOTES oNTHIS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with MlTek connectots. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Appllcabnity of design parameters and proper Incorpotallon of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporaty bracing to insure stability during construction is the responsibility of the erector. Additional permanent btacing of the overall structure Is the responslblllty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, etection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing SpecIfIcatlon, and HIB-91 Handling Installing and Bracing Recommendatlon ovollable from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1-1/1. * 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 eachc2c other. o WEBSNQ3. Placeplates on each face of truss at each For 4 x 2 orientation, locate Qjoint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 o a _ truss at joint locations. and vertical web. o a 4. Unless otherwise noted, locate chord splices at / 4 length(+ 6" from caC,o panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility PtYof truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to comber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 401" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 HYDRO -AIR ® r a , Job Truss I russ I ype JUNAIDIE BUDIMAN PE #45161 ty y 12177540 DR2289A KA ROOF TRUSS 16472 Segovia Cir. N. 1 1PembrokePines, FI 33331-4627. optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SPIT s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 5-0-0 5-0-0 2 Scale 1:14.7 6.00 FfT 1 3 2x4 - 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 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 = 199(load case 5) Max Uplift =-89(load case 5), 2=-218(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 41 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 1 and 218 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 101E 13 No. 4 5161 0 :. .TrATE OF cuss` 0 Rto, aJVAL March 13,2002 Ver(fy deefyn paranseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. WARNING Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicablllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designet. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability duting construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the iesponslblllty of the building deslgnet. For genetol guidance regaiding tabilcotlon, quality control, storage, delNety, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installlno and Bracing Recommenciallon available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI53719. M iTe k® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/4 *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. 4 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachczc3 other. o WEBS J5 Q"'*For 4 x 2 orientation, locate ON Qva ' ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromceVpanel 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. FA RTH EST TO TH E LEFT. is the responsibility of truss fabricator. GeneralPtY WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 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, III PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 GANG -NAIL fMRO,aiR® 1 r Job I russ russ YPe JUNAIDIE BUDIMAN PE #45161 ty y 12177541 DR2289A L 16472 Segovia Cir. N. ROOF TRUSS g 3 1PembrokePines, FI 33331-4627. opt onal) MiTek industries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 3-0-0 1-0-0 3-0-0 3 Scale = 1:9.9 6.00 FT£ 2 4 1 2x4 = 3-0-0 , 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.02 1-2 >936 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 82/Mechanical, 2 = 242/0-4-0, 4 = 28/Mechanical Max Horz 2= 133(load case 5) Max Uplift3 = -1 23(load case 5), 2=-142(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4 = 0 5-41 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard No. 4 5161 ,t SPATE OF ALORtOA S NAL March 13,2002 AWARNING - VerVy design parameters and READ NOTES ONTHES AND REVERSE SME BEFORE USE. 10DesignvalidforuseonlywithMITekconnectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Appllcoblllty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent IoNcing 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 Handllna Installlna and Bracing Recommendatlon available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, W153719. M iTe k® 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 the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachc2Q other. Q O WEBSMC6 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 plates I/8" from outside edge of a _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromcupanel 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 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 CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA 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, 40 1 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, PI PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP HMMO,AZR® FORM018.019 GWYO-NALL Q I 1 ' 1 Job I russ iruss type JUNAIDIE BUDIMAN PE p45161 ty y 12177542 DR2289A LA ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. optional) FC,-MiTek Industries, Inc. s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 3-0-0 3-0-0 2 Scale = 1:9.9 6.00 fTT 1 3 z.a - 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.13 Vert(LL) n/a - n/a M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC ILL Min I/defl = 360 Weight: 10 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 130/0-4-0, 2 = 103/Mechanical, 3 = 28/Mechanical Max Horz 1 = 120(load case 5) Max Uplift =-50(load case 5), 2=-129(load case 5) FORCES Ilb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 1 and 129 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard No. 4 5161 ,k STATE OF oR Ioa L March 13,2002 A WARNING - Verify design parameters and READ ATOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid lot use only with MITek connectors. This design Is based only upon porameters shown, and Is lot on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incotpotatbn of component Is iesponsiblltty of building designet - not truss designer. Bracing shown is lot btetal suppott of Individual web membets only. Additional temporary bracing to Insure stablllty duting construction Is the responsibility of the eiectot. Additional permanent bracing of the overall structure Is the tesponslblllty of the building designet. For general guidance tegaiding fobrbotbn, qualify control, stotoge, deltvery, election and biocing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIB•91 Handling Installing and Bracing Recommendation available Isom Truss Plate Institute. 583 D•Onofrb Dave, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44110-13/ 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. 4 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachczQ other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , Q0 `` ; ' ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 a ° _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /a length(+ 6" fromC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and Mliek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, site and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Eva 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 T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HYDRO -AIR r ob I russ truss ype ty y JUNAIDIE BUDIMAN PE 945161 12177543 DR2289A M ROOF TRUSS 16472 Segovia Cie. N. 3 1 Pembroke Pines, FI 33331-4627. optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001-MiTek Industries, Inc. Wed Mar age 1-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:5. 6.00 jT£ 2 4 1 2.a = 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-11/Mechanical, 2=173/0-4-0, 4=10/Mechanical Max Harz 2 = 71(load case 4) Max Uplift 3=-31 (load case 5), 2=-150(load case 4) Max Grav 3 = 31(load case 4), 2 = 173(load case 1), 4 = 100oad case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 150 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 51 THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard p;E IF3 No. 4.5161 i LtSTATEOF : aL March 13,2002 AWARNINO - Verjfy design parameter: and READ NOTES ON THIS AND REVERSE SIDS BEFORE USE. Design valid tot use only with MRek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design patometeis and ptopei Incoepoeatlon of component Is eesponsdblitty of building designee - not truss designee. Bracing shown Is tot iotetal support of Individual web members only. Additional tempotory brocing to Insure stability during construction Is the tesponsibllity of the etectoi. Additional petmonent btbcing of the ovetaB structure is the eesponslblllty of the building designee. For genetal guidance regarding tabelcatlon, quality conteol, stotage, delivery. eeection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification. and NIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onoblo Delve, Madison, WI 5371G. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachuc3other. O WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - , QX " ; ' ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices 4 length(+ 6" fromceC, c6 at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and Mtfek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PI PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG -NAM ® #"RMA/R ® 1 , russ russ Ype JUNAIDIE BUDIMAN PE 945161 ty y 12177544EDR2289AMAROOFTRUSS16472SegoviaCir. N. Pembroke Pines, FI 33331.4627. 1 1 optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-0-0 1-0-0 2 Scale = 1:5.7 8.00 FFF 1 d 3 2.a - 1-0-0 r 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=45/0-4-0, 2 = 35/Mechanical, 3=10/Mechanical Max Horz 1=42(load case 5) Max Uplift =-16(load case 5), 2=-45(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 =14 BOT CHORD 1-3=0 5-41 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 1 and 45 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASEIS) Standard OE 13 F// No. 4 5161 STATE OF ORtoa aiUAL March 13,2002 A WARNING - VerVy design paranuters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. AppBcablllfy of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the iesponslbBlty of the building designer. For general guldance regarding fabrication, quality control, stotage, delivery, erection and biocing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute. 683 D'Onoftb Drive, Madison, WI63719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 1 3/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„y Ye" 0 For 4 x 2 orientation, locate 0 plates IA" 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 MRek/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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® O FORM016,014 NYDRO,AZR® 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. IIIIIIIII PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ob I russ I ype JUNAIDIE BUDIMAN PE #45161 ty ly 12177545 DR2289A MT MONO TRUSS 16472 Segovia Cir. N. 10 1PembrokePines, FI 33331-4627. optional) MiTek Industries, Inc. 4.201 SR 1 s Aug 2C strres, nc. Wed Mar age 1-0-0 2-6-0 1-0-0 2-6-0 2xa II Scale = 1:8. 3 6.00 FT'F 2 2x4 - 4 1 2x4 II 2-6-0 i r 2-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.00 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 11 Ito LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 2 = 191/0-1-8, 4 = 108/0-1 -8 Max Horz 2 = 139(load case 4) Max Uplift 2 = - 1 28(load case 4), 4=-94(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=0, 3-4=-85 BOT CHORD 2-4 = 0 51 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7.98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 94 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard DIE 13 lFI No. 4 5161 ' STATE OF ° rtl L March 13,2002 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown. and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parametets and ptopet Incorporaflon of component is responsibility of building cdesdgnet - not truss designer. Btacing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability dutlng construction is the responsibility of the erectot. Additional permanent btacing of the oveton structure is the responslbBlty of the building designer. For general guidance tegaiding fabrication• quality control, storage, delNety, erection and bracing, consult OST-88 Quality Standard. DSB-89 Bracing Specification, and HIS-91 Handling Instaiilna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI53719. M iTe k® 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 l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. pie J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachf' c2 c other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o QL joint and embed fully. Avoid knots and wane plates/e" from outside edge of o_ d ° at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I14 length(+ 6" from ceC, u panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt JB J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 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, 4eunlessotherwisenoted. SBCCI 87206, 86217.9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stocks 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, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019 IfMRO,AZRO Oob I russ I russ I ype JUNAIDIE BUDIMAN PE 945161 ty y 12177546 DR2289A S ROOF TRUSS 16472 Segovia Cir. N. 2 1 Pembroke Pines, FI 33331-4627. optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar age 1-5-0 5-2-5 9-10-13 1-5-0 5-2-5 4-8-7 4 Scale - .2 4.24 PT 3x4 3 2 FE 7 6 5 2x4 II 3x4 = 2x4 - 5-2-5 9-10-13 5-2-5 4-8-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=312/0-1-8, 2=523/0-5-11, 5=430/Mechanical Max Horz 2=368(load case 2) Max Uplift4 = -363(load case 5), 2=-283(load case 2), 5=-206(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 35, 2-3 = -943, 3-4 = 76 BOT CHORD 2-7=865, 6-7=865, 5.6=0 WEBS 3-7=166, 3-6=-942 6-51 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 4, 283 lb uplift at joint 2 and 206 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1 0E 13r+^ 1) Regular: Lumber Increase 1.33, Plate Increase 1.33 ••., Uniform Loads (pIf) Jam• •`Q1 C,4 ., "y Vert: 1-2=-74.0 Trapezoidal Loads (pIf) Vert: 2=-4.4-to-4=-183.1, 2 = 0.0-to-5 = -49.5 N0.4 5161 t STATE OF onial." March 13,2002 AWARMNO - VerW deffpn pammeterf and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with Mgek connectors. This design b based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponsiblllty of the erector. Additional permanent brDcing of the overall structure Is the responsibility of the building designer. For general guidance tegarding tabtkaflon, quality conlroL storage, delivery, erection and bracing, consult QST-88 Quality standard. DSB-89 Bracing Specification. and HIS-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 WOnoblo Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. 4 J2 J3 J4 owner and all other interested parties.. 81, TOP CHORDS 2. Cut members to bear tightly against eachci other. o J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O - Qv ` ; ; 7cr joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a ' _ truss at joint locations. and vertical web. o a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE 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. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40 1 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. i 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, j~ PAPINEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP m,No-wuLFORM018.019 MY Q01ii R® Rwif i 131-4-0 BRG. IN ENTRY yE 9-4-0 o=o E r I r : ALL BEARING WALLS TO BE PLACED J L 1 PLY HGR. C TI E REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. iI - d 2 PLY HGR. 'ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSL— - - — - WALLS SHOWN ARE TO BE BEARING.. HGR. PLY3id SIGNED APPROVAL: X JQQ' NUMBER: DR2289B DATE: 7-29-02 PITCH: LOAD: SHINGLESCCUSPACUSTOMER: D.R. HORTON 6, 407-321-1440 BY: T.H JOB NAME: 2289 "B" ELEV. BRG: BLOCK ma.._, 0 T23 T T2 ,-_ V) T23...___.__..- :==:_ _:_=:==•==:--=_--;====_ = 0 p U T23 w0 T23 oj 1= =- -- __ __ ==.__ ____ __...__ _- _- jilt'- T 19 w I T 19 co I I, T19 Cl T T19 TRIM IT w 1ST FLOOR BRG. @ 8-0-0 J nJ J J 0 NOTE: PLACEMENT MAY VARYDUETOFIELDCONDITIONSCPLUMBINGECT. SEE INSTALLATION GUIDE FLOOR SYSTEM I 5IINIC: ALL BEARING WALLS TO BE PLACED I L IUT fACE/MT CTICE!! REVIEW ALL SPAN DIMINSIONS--BRG. I PRIOR TO SETTING TRUSSES.. WALLS d. d MIT TOP/MT ;ENGINEERED DRAWINGS--LOADING--PITCH AND OVERHANGSWALLSSHOWNARETOBEBEARING_ — I d SpC SIGNED APPROVAL: x I JOB NUMBER: DR2289A: DATE: 7-2-01CCUSPAN407-321-144 CUSTOMER: D.R. HORTON 800-330-4008 BY:D.H JOB NAME: 2289 l" ELEV. 0 4 d 0 I 0 I U