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Home My WebLink About341 Appaloosa Ct - BR03-002916 - SFRPERMIT ADDRESS 1A CONTRACTOR ADDRESS D R Horton 6250 Hazeltine --Nat'l Dr #102-- - Orlando, FL 32822 407)857-91-01 - _- CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION , PERMIT #® agt o _ DATE -d4 o-0 PERMIT DESCRIPTION_ j k. PERMIT VALUATION SQUARE FOOTAGE 0 CERTIFICATE`OF,©CCUPANCY / COMPLETION This is to certify that the building located at 341 APPALOOSA CT for which permit 03-00002916 has heretofore been issued on 10/08/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as t a,vw complies with all the building, plumbing, electricaip zoning, and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: Finaled 2 0`f 1 ow FIRE: Inspected ZONING: Inspected UTILITIES: Water Lines In Al Sewer Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs 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 DATE AMOUNT 11/18/03 12/11/03 10/08/03 12/15/03 11/03/03 10/08/03 10/08/03 10./08/03 20.00 20.00 10.00 10.00 10.00 10.00 59.2' 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 341 APPALOOSA CT for which permit 03-00002916 has heretofore been issued on 10/08/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 10/08/03 279.61 10/08/03 91.93 10/08/03 12.27 10/08/03 847.00 10/08/03 12.28 10/08/03 1384.00 10/08/03 650.00 10/08/03 1700.00 z A4 OWNER BUILDING OFFICIAL DATE ti' CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: c) PERMIT #: ADDRESS: CONTRACTOR: --\ PHONE #: yC` - 8 -) a - 8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering JPublic Works Utilities Fire\ Zoning t(\ t u Licensing .1 L CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY l t" W10 3-7a&,, REQUEST FOR FINAL INSPECTION IRFAMILYRESIDENCE**** -3uc ' 1 efSINGLE DATE: 0- - \ \ PERMIT #: (':)--) - aci\fir, ADDRESS: CONTRACTOR: ` PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire f\ I , ublic Works OZoning 1 Utilities Licensing N CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANC I 1 I I I I REQUEST FOR FINAL INSPECT 1 I I I 1 I 1 I I 1 1 I SINGLE FAMILY RESIDENCE'* J I I I 1 I I DATE: a - , 1 a.. 1p I I I PERMIT #: ADDRESS: ' V i o y CONTRACTOR: \G('Gr1 y Q. c CJ a' u c PHONE #: 'A p 10 a The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. 1 Engineering Public Works CONDITIONS! (TO Fire (\ Zoningy [ A Licensing f' i k ONLY IF APPROVAL IS CONDITIONAL) i CITY OF SANFORD PERMIT APPLICATION Permit # : C) 1 Date: 1 013 a' J Job Address: , /— ())1a. 1 c'i' . ' b a It-tr/ Description of Work: Historic District: Zoning: Value of Work: S3 Permit Typc: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — it of AMPS Addition/Alteration Change of Service Temporary Polc Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets — Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood "Lone: (FEMA form required for other than X) Parcel #: nn ` (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contract A,p1 6rj&-UMBiNG, P.O. BOX 62002 -State License Number: ` Phone &F9,YIEDO,(497) 366-3994 Contact Person: _ \C-' L Phone:ADVANTAGE PI 11MBING, INC. Bonding Company: P.O. BOX 620027 FIORIDA 3Address: 2762-00273994 Mortgage Lender: Address: Architect/Engincer: Phone: Address: Fax: Application is -hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, 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 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 ianagcmcnt districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements f lori a c 'S 713. Signature of Owner/Agent Date Signature of Contractor/Agent Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Special Conditions: MARTHA Y. HALL Notary Public, State of Florida ContrProduifcd I is / 'Pcrsonauy I Myttft reXp. Feb. 1, 2008ProducedIDtrt7 Gomm, Not 90 268139 Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) l \/>- ' \\ U ~ ^1 COUNTY OiS[MIN[)L[ IMPACT FEE STATEMENT ISS\)[ D BY CITY OF SANFORD STATEMENT NUMBER 103-75712 BUILDING PERMIT NU (CITY) COUNTY NUMBER: UNIT ADDRESS: /\D k\/- TRAFFIC 7(NN[: _._ Ji)KICDlCTIUNx SEC: TWP: RNG: PARCEL: SUDDIVICION: TRACT: ___________________ k C PLATBOOK: PUAT BOOK PAGE: BLOCK: ____ LOT: _c OWN[ R HAM[: ' ADDRESS- kill. 6! !I r\nr-( ( - ` UL-/y --kil/-L-Z2' -(------------- APPLICANT NAME: ADDRESS: ___________________________________________________________________ LAND USE CATEGORY: 001 - Single Family Detached House TYPE UC[: Residential WORK DESCRIPTION: Single Family House: Detached - Construction f FEE EXEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DU[ TYP[ DIST DESC. UAIT OF UNITS | ROADC ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.O0 ROADC OLLECTC.! RS O dwl unit $ 142.00 1 $ 142.00 LIDRA1:' zY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O AMOUNT DUE $ 2,285.0('-, STATEMENT ` '/ RECEIVED DY: ( p SIGNATURE: r--------------------- PLEASE PRIN7 HAM[) ./ NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-COUNTY 3-CITY 2- APPLICANT 4-CU04TY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH hRE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT, P[ RCONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL ( SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPA CY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUHTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALC MAY BE PICkED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE!: 1101 [ ART FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF 2ANFORD BUILDING DEPARTMENT 3O0 HORT|i PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFEREHC[ T\| F STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NUTICE. T{| lS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A**hv FAMILY BUILDING PERMITf**h*******?1******* 3 ti p o sa 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 CLERK° S # 2003181214 REIXIRDED 10/08/2003 10:55:09 AM RECORDING FEES 6.00 REWRl)ED 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 propperrtyty Lot(s) 85, 103, 10h, 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, Florda Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy ofthe Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inc 0 by: -- o ert . awson, tstant ecretaryCorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this LO day of lti! 2003byRobertA. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on behalf of the corporatton. He/She is personally known to me. Notary Public, State and County Aforesaid OFFtOt N PATRICIA COULTONEPUBLICSTATEOFFLORIDAOMMISSIONNO. DD134330OMMISSIONEXP. tULY26,2006 Notary Seal I" -.CERTIFIED COPY MARYANNE MORBE BLERK OF CIRC IT COUfIT ICE MOL C011N ORIDA W. `• 1 r?t lTv .I t'RK. 16 5-06-203 7:09AM iwkum ra -.•d'IfY,y.v.nelvgn:•.Y;n:,,,,p,.,;U,.,,r......,..,:.r: :.•.., .,;,..,.,:,t....., .., .. Permit #: 3— 7/9 16 Job Addr, _ CITY OF SANFORD PERMIT APPLICATION Date: 1-C)+ Description of Work: t `— Znnin Vnlue of Work: S Permit type: Building— Elcutr Firc Sprinkler/Alarm Pool Permical ' Mechanical Plumbing Tem orTuy Pole EltitjrlcYl: New Service - # of AMPSL5Q 200 Addition/Alleraiion Change of Scrvicc __ p Mtchanical: Residential _ Non -Residential Replacement New (D uct Layout & Energy Calc: Requ rcd) Plumbing/ New Commercial: # of Fixtures iy of Wata &Sewer Lines of G'as lines Plumbing/New Residentlal: p of Water Closets,- Plumbing Repair- Res'idential or Commercial Occupancy Type! Residential Commercial Industrial Total Square rootage: p of Stories: ti of Dwelling Units: Flood Zone: , (FESIA form required ror other Inan x) Construction Typel Anaeb Proot,u(Ownership & Ai;&.i Dwerlpilun') Contractor Nansc & Addre": - f 11 j" _ I C 2_ u !1_ I..Ake , , y-,f•. - L,.•— `Li state Liccnsc Numticr_ 5 PhunL: Yhortn & Fax: Contact Person: - fZ :3 — unding Company nddresc: ...... Nfortgatt Lender. _ Addrt": Phone. ArchiueUEngineer: Fas: — Addreis: Application is hereby made to obtain a permit to do the work and installations is indicated. I certify that no weak or insmllanon has corrvntnctd prior to theissuanceofapermitandthatallworkwillbeperfnrmodtomeetstandardsofalllawsregulatingcorutruc(ion in this jurisdiction. I undcrsund thus 'a sc?arawpermitmustbesecuredforELECTRICALWORK. PLUMBING, SIONS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONER5. cw. OWNER'S AFFIDAVIT: I tefliry that all of the foregoing informanon Ia accurate and dust all *%" w ll be done in corrrp)iana µ'+de all applicoblt law's rngV11nn0 construcrion and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PA)'R"GTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAN FINANCING, CONSULT Wrl-H YOUR LFNDER OR ANATTORNEYBEFORERtCURDiNOYOURNOTICEOFCOMMENCEMENT. NOTICE; In addition to she requirements of this parmil theft tt>:y he additional restrictions alrplicable to this Property awl rrny be found in the public rr ords othiscounty, and there rwy be additional permits mquirod fmm other govornmental en ntia such as wa er manogemtnl disticts, s ate agmcit s, or icdcral sZ,rnc ies. Acccptaruc of permit is vcrirlcution lhir I will notify the owner oC the properly of the raquircrn of Flon ien l,aw, Fti 713. - Signature uCOwner/Agent Uutc Signulurc of Conrroct0uAgttt( Uat< Print Owner/Agent's N+me not Cuntt Ctor/Agent's ign (urc of Notary -$rare. nrFlemila I7a n Cignaturc of Nut etc ni Flonua utc iwngNnpcnt is .._ Persunany Known it) Mc ut t,'uniractnr/A cnl is l onaily Known w M, n YrudkicQ0 10 nPl1L.ICA1'IO\' AhPIcOVEO IIV: Illdh:--._... mtia: I)nc) jlnihal Ihro) (Initial & Dalt) Speech C andidnns:--- tttrrr, Marie A. Zettlem©yerspr•Pos' Commission #DD221380Expires: Jul 15, 2007 pe Bonded Thru r'°Pt a Atlantic Bonding Co., Inc. 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 ForInsurance 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 341 APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 105, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, ifnecessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): If' or ##.#####° NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIPCOMMUNITY NAME & COMMUNITY NUMBER 82. 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, FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offloading) 1202940045 E 4117/95 4/17/95 A 24.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. 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 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.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is difierent from the datum used for the BFE in Section B, convert the datum tothat used for the BFE. Show field measurements and datumconversion calculation. Usethe. spaceprovided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVU29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement orenclosure) o b) Top of next higher floor o c) Bottom oflowest horizontal structural member (Vzones only) o d) Attached garage (top ofslab) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) o 0 Lowest adjacent (finished) grade (LAG) 28. aft(m) N/A. AM NIA. ft.(m) 28. 2 ft.(m) 28.1 ft.(m) 27.8ft.(m) o g) Highest adjacent (finished) grade (HAG) 28. 0 ft(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o ) Total area ofall permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) ca 00 N ro M11w`u aj zcom k4 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTq ST4ETAAE.180 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 214/04 (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 lrrsuranoeCompany Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 341 APPALOOSA COURT CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32T73 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of thisElevation Certificate for (1) community official, (2) insurance agent/oompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A /C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the nexthigher floor orelevatedfloor (elevation b) of the building is _ fL(m) _in.(c m) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of theplatform of machinery and/or equipment servicing the building is _ ft.(m) _in.(am) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplainmanagement ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E fo ZoneA (without a FEMAassued or oommunity- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of thisElevation 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 architectwho is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the uommenis area Daum) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. ISSUED X9 G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachmentsFEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 105, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA PI I M I 0 I O I Q Q 3 W O ~ O WI D OUP I I° a I^ Q h0 03 Iwl 20JI W1 IUDZPI LUSITANA WAY I O I1 n I O I Uri.• 25.7' w s A.. ,. Z LLI 10 3 1 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. 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 02-2-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 04-17-95 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 THE EASTERLY LINE OF LOT 105 AS BEING S00'18'49"W PER PLAT. FIELD DATE:) 10-23-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ ASM42409 FINAL 2-2-04 CKBJOBND, FOUNDATION 11-21-03 CKB DRAWN BY: PLOT PLAN 08/27/03 SOO 1" = 30' GRAPHIC SCALE LOT 104 6 15 30 I I I 121.52' S89'41'11"E I 0 A/C xPAD I i LLl I 60.0' I Z Q oD z w COVERED i w M - Q LL- ENTRY ONE STORY CONCRETE BLOCK i w d- 0 w O (' RESIDENCE oe a JFINISHFLOORizIOr ELEVATION=28.76 a cr vibI 0 00 UaInI N I a 60. 0' i 35.7' J` O,^ LoI 1n 1 IIL GN89' 41'11 "W 121. 11' LOT 106 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 4 EXISTING ELEVATION OCONCRETE . 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 LBp6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 ( 467) 426-7979 QFND NAIL AND DISC LB # 6393 (02/02/04) 0 SET 1/2" IRON ROD AND CAP LB # 6393 (02/02/04) CNA CORNER NOT ACCESSIBLE 6 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 OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORT BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA I FOR 4 THE FIRM R. MU CATELLO JR. PSIX#492b DATE CITY OF SANFORD PERMIT APPLICATION Permit # Job Address: Description of Work Historic District: 9\ _o Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole a Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential V Commercial Industrial Total Square Footage: y Construction Type: awtkl # of Stories: # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: '01.1R oz5 I nc v ' 1, l02 Contractor Name & Address: hZP Pe 1 +~ Z . -)Q_ pit 107_ Attach Proof of Ownership & Legal Description) Phone: Phone & Fax: oiactllrehln: t T PhoneA 9(01 Bonding Company, t41 1 5co• Address: Mortgage Lender: Address: Architect/Engineer: Address`t3 _ _ t r iC .: Rik ) ao iAf'.d a'daaC.t Application is hereby made to obtain a permit to do the work' 4 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, funderstand 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 ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning, 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 ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 ofthiscounty, and there 1We additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit ' v a 'on thal twill notify the owner of the property of the S' aW of OWMn Onf Date Print 0 er Agent's blame cklwonay Si atur of NpJ4tRN Date NOTARY PUBLIC STATE FLORIDA COMMISSION NO. DD134330 MY COMM ION EXP, ULY 26,2006 Ow IcIlAgenrl 111, rrsona y Known to Me -or Produced ID Florida Lien Law,-FSh113, uTe of Contractor/Agent Date Print Cod et / gent's Na e i s f Notarf) PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMM15SION NO. DD134330 Contractagpp Produced ID APPLICATION APPROVED BY: B14 Zoning: initial & Date) ( Initial & Date) Special Conditions: Utilities: FD: initial & Date) ( Initial & Date) 10-03-203 9:52AM FROM CITY OF SANPAIM PFlolurr Anor rr• a grTr%v Permit # /v fob Address: Description of Work: Historic District: Zoning: 'Value of Work: S Aow v'or-uq. Permit Type: Building Electrical -,/ Meohdttical Plumbing _ Fire Sprinlder/Alarm Pool Electrical: Ncw Service —# of AMPS Addition/Alteration Change of Service Temporary Pole - Mechanical. Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial- # of Fixtures # of Water & Sewer Linos # of Gas Lines Plumbing/New Residential, # of Water Closets Plumbing Repair — Residential of Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) II ,Il lllllti IPlil, rend Parcel 0: _,- Attach Proof of Ownership & Legal Owners Name & Address: -0, /4 114 r, fit " o C 6 3 .`Phone:L`;'-7- "%-2/42/_ Contractor Name & Address: - f711 — cz' : O/W (/dfC Gl7t.rAS e C /,fir , S;W," 11L) 47 14110r - L —I- State License Number: E. Phone & Fnx: ` - O -fd llMf ctPers0a:Phone: Bonding Company: Address: Mortgage Leader: Address: Architect/ Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuanceofitpermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, I understand that a separato permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNF, B'S AFFIDAV C: I certify thar all of the foregoing information is accurate and that all work will be done in compliance with all applic.ahlc, laws regulaing construction and zoning. WARNINGTO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN VOt))( PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDRR OR AN ATTORNEY BEFORF, RECORDING YOUR NOTICE OF COMMENCEMENT. NNM(a: inaddition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the propertyof the requirements of Florida Lien Law, FS 713. Signature of Owner/ARenr Date SigNiture of Contractor/Anent Data Print U ncr/Agent's Name Print t;:o for/Agent's Name Signature of Nolary-State of F lorida Date Signature of -State of Florida Date Bonny G LopBn Owncr/agent is —Personally Known to Me or Contractor/Agent is _3z Personally Known to Me or MY Commission D0201661 Produced ID,,--., _ Produced ID 'or rX Expires May 17 2007 APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: initial & Date) ( initial & Datc) (initial & Date) (Initial & Date) Srecial Conditions: FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATIO BUILDING OWNER'S NAME D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX I XXxX APPALOOSA COURT O.M.B. No. 3067-0077 Expires December 31, 200, For Insurance Company Use: Policy Number Company NAIC CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 105, 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: El GPS (1'ype): or ##.#####1 NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIPCOMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME I FLORIDTSEMINOLECOUNTY120189SEMINOLE B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 1201890120 E 4/17195 4/17/95 A 24.5 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. 1311. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings* Building Under Construction* Finished Construction A new Elevation Cer9cate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-aa below according to the building diagram specified in Item C2. State the datum used. If thedatum is different from thedatum used for the BFEin Section B, convertthe datum to that usedfor the BFE. Show field measurements and datum conversion calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum 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) 28.7 ft.(m) o b) Top of next higher floor N/A:'-ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o d) Attached garage (top of slab) N/A. _ft.(m) 00 E 1 o e) Lowest elevation of machinery and/or equipment u, servicing the building (Describe in a Comments area) N/A. ft.(m) E ca o 0Lowest adjacent (finished) grade (LAG) N/A. ft.(m) Z Cn o g) Highest adjacent (finished) grade (HAG) N/A. ft.(m) d o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o 1) 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. 1 understand that anv false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT ST*EJ JE.18 1 ORLANDO FL 32803 SIGNATURE I I I - [J U DATE TELEPHONE 1 n f ( 9/4/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unil, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number XXXX 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 offidal, (2) insurance agenticompany, 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 Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement orenclosure) ofthe building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. ForBuilding Diagrams 6-8 with openings (seepage 7), thenext higher floor orelevated floor (elevation b) of the building is _ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local offidal must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, 8, C, and E are coned 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 orordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (orE), 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 orlocal law to certify elevation information. (Indicate the source and date ofthe elevation data in the Comments area below,) G2. A community official completed Section Efor a building located in Zone A (without a FEMA-issued orcommunityassued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT 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 flooding at the building site is: _. _ fl.(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 D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # j C)5 SUBDIVISION: BAKERS CROSSING ADDRESS '-,-> L4 I !q J,Q0.) D 050 Q- S.N p T 22: -4 BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS V/ 2 PLOT PLANS q'" 3 SETS OF ENERGY CALCS MANUAL J1 DUCT LAYOUT ATTACHED TO THE PLANS 3 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT Sri U6 l,-le,/ Rrm,. J Limited Power Of Attorney I hearby name and appoint: Craig Coulton and GL' C ' I+on each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply t , The Building Dept. of: For a residential permit for work to be performed at: Lot # Subdivision Address: 5a4,Xord , -r L... And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd OB0055300 Contractor State Registration Number Z CI& Signature of Contractor This foregoing instrufnept was acknowledged before me this: Date: a2- 0? By: Richard B. Ladd ( Contractor ) Who is personally Xnn to me. State of FlAerrida County cif Orange Public SignIe u're Notary Seal CITY OF SANFORD P.O. Box 2847s y , SANFORD FL 32772 PHONE IJ (407) 330-5630 FAX 11 (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUN'I' (DULL NAME). . N AMA ..__._._ c r ay \ T _ SERVICI ADDRESS 3q 0- oOSQ M.AII_,1N(; ADDRESS ZSp TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE r-1 COMMERCIAL Litt bey- I_a n s E 9+ - ay1; G' {gat CCCUI r1 -- W0RKii4m+ ` t SOCIAL SECURITY# HOME# (\)-P OWNER OF PROPERTY I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUSTPROVIDEPROPERIDENTIFICATIONANDANYOUTSTANDINGCHARGESMUSTBEPAIDATHETIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS, I MUST PAYALLOUTSTANDINGCHARGES. I AM ALSO RESPONSIBLE -FOR MAKING SURE THAT ALL FAUCETS ARE TURNED OFFHPHOMEBEFOREHESERVICE. N TIS ESTABLIS ED. HE CITY IS N'OT L ABLE FORDAMAGESCASEDBYWATERFAUCETSOROUTLETSLEFTON. I UNDERSTAND HAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE, SIGNED; DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ CUSTOMER# APPLICATIONFEE $ LOCATION# OTHERFEES $ LAST BILL READ TOTAL $ THIS READ_ CSR DATE PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 105, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 105 CONTAINS 9099 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 525 SO. FT. t TOTAL SOD 6195 SQ. FT. t R N_90'OObO'_W PI 25.00' T II of hlN NI V I W of o, P0OIZ I I b L N90'0_0'0_0"W 25.00'--- I1I I III N LL. I n II to 1— o 00 u.<.'. QQ& 03 UDP w Q Z LL r Q w IL IL w of - Z a W i1 Q I OU F 11I o I I P1 LUSITANA WAY PREPARED FOR: DR HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 10' SIDE STREET: 15' I1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. 1 " = 30' GRAPHIC SCALE 0 15 30 LOT 104 I 121.52' S89°41'11 "E 1 I Lil a i z Q60.0 In a lO1i LLJ 37 (ViLn60.0' QLL N z: w rnp WOCD f Z I W OZ N pO p ra V Uw awNw I m Ia oo_ w U';:. a: a i 0 N J^ O 60. 0 N W L(7 35.7' i n n 1 1 IN89' 41'11 "W 121. 11' I LOT 106 ' SLAWS 41T l Y OF SANE 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 8Y 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 120180 0120 E DATED 12-6-00 AND -FOUND- THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN " BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 105 AS BEING S00'18'49"W PER PLAT. FIELD DATE: ) REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINE RIGHTOFWAYLINEPCCPOINTOFCOMPOUNDCURVATURE 110`1X PROPOSED ELEVATION POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR PDOFFICIAL RECORD PLANNED DEVELOPMENT CONCRETE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C. B. DENOTES CHORD BEARING LSLANDSURVEYORPCDENOTESPOINTOFCURVATUREPRMPERMANENTREFERENCEMONUMENTPIDENOTESPOINTOFINTERSECTIONPCP PERMANENT CONTROL POINT PRC. DENOTES POINT OF REVERSE CURVATURE INPERPLATPTDENOTESPOINTOFTANGENCYM) MEASURED TYP TYPICAL CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/ W CONCRETE WALK RP RADIUS POINT 5/ W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PGSPAGESR/W RIGHT-OF-WAY S0. FT. SQUARE FEET 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM42409 DRAWN BY: G: 1ASM49lASMd9dn0 d. n/9N9nn9 mm nn d A PLAN 08/27/03 SOO AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LD#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 ( 407) 426--7979 FOR THE AVID M. DeFILIPPO PSM#5038 DATE CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT I. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a. Foundation plan Indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan Indicating Interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F'.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. e. Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: Garages/Carports Porch(s)/Entry(s) S.F. P atlo(s)—-----S.F. Conditioned structure 1 `i[_,`7 S.F. Total (Gross Area) QLi Q7 S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, Fl (407) 665-36.00. 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 And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tic beadns - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE AF3 SIGNATURE By Owne or Authoriz gent) ter- _.._ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name Addresses_ City/State/Zip -a1A,0 SE 3"Z Quarterly Payment Amount Iffialam First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System, Name Address City/State/Zip Phone & Email Phone & Email INSTALLATION ADDRESS: --_ O rJl• X7c SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: - aCCi . 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 paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVERNTHERELATIONSHIPOFTHEPARTIES, Apex Representative Signature Date CAStomer or Agenf Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedinliteratureprovidedbyDowElanco: 1. install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s), 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and4. during those years, Inform the Customer of: a. any new or Increased termite activity noted at the Stationsb. any addition or, removal of Recruit* of Recruit* termite bait; andC. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activlty. TheCompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobligation. The Sentricon PretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementforerquarter3moperiod) thefifthyear, and .... year thereafter, Apex period) payable ableon or to revise ore t eua realthe previous monitoring period. After peryear, quarterly payment amount, not to exceed 10% The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the areas) baitedfreefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood -soil contact, standing water, underpiertypestructure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or under thearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying Insectinfestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph exist. Failure ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph,' DISCLAIMER: COMPANY DISCLAIMS ALL OTHER. W INCLUDINGSTATUTORYWARRANTIES, AND SPECIFICALLY yDSCLAIMSATHER EXPRESS OR IMPLIED; MERCHANTABILITY, FITNESS FOR A PARTICULAR P ANY IMPLIED WARRAINTES. OF FURTHER, COMPANY HAS MADE No AF PURPOSE, OR WARRANTY OF WO LIKE SERVICE. FIRMATIONOFFACTORPROMISERELATINGTOTHEPRODUCTORTOSERVICE PROVIDED HE THAT HAS CREATED OR CustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbitration or other leegal proceeding a WARRANTY,, negligence, torts, personal Injury, death, violation of any statute, rule, or regulation to AN EXPRESS compensatory, Incidental, consequential, exemplary, g against Apex for lossofuse, diminution of value, economic, eventshallApex_be Iiable for any amount greater that amountplaid by the Customer t or Apex for he service kind, p and In . ce to be performed, t SENSITIVITY/PHYSICAL FACTORS-. Customer understands and agrees that (1)it is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any -allergy or, sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS,. The Customer understands that: All componentsoftheSentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of 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. its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3, If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a, Apex will, (I)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 (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different, form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;, (S)retrieve, or advise DoNvElanco'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) Identlfled 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) soli is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals, Under no circumstances or conditions shall Apex be responsible for damage caused at the, time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement Is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and. effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right, to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)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 fotcommercialarbitrationoftheAmericanArbitrationAssoclatlonoranysuccessororganization, and In accordance With and subject to all' the provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S,C, section 1, et sea, Thiproceedingshallbegovernedbyonearbitrator, 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 determinatlon of the arbitrators roilbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an lndlvld.u, 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 an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and brelievedofanyliabilityhereunderifApexdetermines, 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 IdentInePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -Inspection, whether the InspectionbytheCustomerorconsiderednecessarybyApex. was requests 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 Stapoint Ct. #G 5314 Fa/Sarasurg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792 Tampa, nb 33510407-459.2847 407.858.0540 813., FL 335 800.929.2847 888.764-2847 813-221- 2847 Permit # . v Job Addr:3 E Description of Work: OR a.z' x t j,' i .a4//I'''))C r t I CITY• OF SANFORD PERMIT APPLICATION , Date: Historic District: Zoning: Value of Work: $a©U w------, Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pogl Electrical: New Service — # of ,yMPS Addition/Alteration Change of Service Temporary Pole Mechanical' Residential Non -Residential Replacement New (Duct Layout & $nergy CaIF. Required) F. - Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial_ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required (6v r„th, r. than %) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name &' Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: ArchitecUEngineer ate License NumberAIAiJJAl107. V- a/p+++111 "I'll of •AR0J1%Orl7L3A 21 Pftdfit+ Phone: Address: Fax: _ Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a. separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work w construction and zoning. WARNING TO OWNER-- YOUR FAILURE TO RECORD A NOTICE OF TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINAN( ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i NOTICE: In addition to the requirements of this permit, there may be additional rests ons apF this county, and there may be additional permits required from other governmental ees such Acceptance of permit is verification that I will notify the owner of the property of the requiWents of Signature of Owner/Agent t'nnt Uwner/Agent's Name Date in compliance with'all`applicable, iaws rc:gu)Ming ICE NT MAY RESULT I \f ' COIF PAYING SUL WITH YOUR LENDER OR. AN erty that y b found in the pu c record; of nent d cts, to agencies, o' ederal agencies. Law, FS/ 13. DEC 1 2 2003 Signature o .oncactor/Agent Date R RT G. DELLO RUSSO i Contractor Agent's Signature of Notary -State of Florida Date Signature of No_rv-State of Florida Date Owner/Agent is _ Personalh Known to Me or Contractor/Aee-.: is / I'ersonah% Known to Me or Produced ID Product,' :D APPLICAI ]ON APPROVED BY: Bldg: Initial & Date) Zoning: Initial & Date) Lr.'....cs: FD: _ Initial & Date) (Ir> al & Date ccialConditions: ;s`flsr MIRINDAC.i'i1HNFR t' ,_ R1Y t;9`iMISSlOM Di 212893EXP'RES: Jurt' t, 2J0, i Bonded Thru i4O' !uN PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 105, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 105 CONTAINS 9099 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 525 SO. FT. t TOTAL SOD 6195 SO. FT. t ERR-P0'00'00~ N_9WPI 25.00' OI nl N INI Y I o o, b ao 0III Z L b N90_' 0_ 0'0_0"W25.00'--- I I III I NF- 25.7' — 1-:... 1....' _ :... 0 U m9 op O CaLn021 JD'bQw3 24 OW I W 0 a z of a WLL Q 2 F I J I 1 D1 1 PI b I I IIILUSITANAWAY ry^ti PREPARED FOR: DR HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 10' SIDE STREET: 15' I1. 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 120180 0120 E DATED 12-6-00 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 105 AS BEING S00' 18'49"W PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ LOT 104 121.52' S89°41' 11 "E n I El a al I Lnw I 60.0' o F I 0 1rO I W ZI a^ p¢ I V 06 a D 0zON 00 J O I W It ,m owlOq4 Z < O I V w_.ap < I a I'.., aWxwl a OO V' I 1 a w Q'O p d.a 1 6.0" I 7n N 160.0' _ 35.7' I — N89'41' 11 "W 121.11' LOT 106 111011=1 1" = 30' GRAPHIC SCALE i 0 15 30 I 0 010 d' p 00 L6 r- rl O O W D ) I- z <c Ln Q LL w0CD I I- U O Cr m LIJ Ln 1 4TV O * A u o. p BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POO POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE X PCC POINT OF COMPOUND CURVATURE PROPOSED ELEVATIONPOCPOINTONCURVEPROPOSEDDRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENT . CONCRETE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERMANENTREFERENCEMONUMENTPIDENOTESPOINTOFINTERSECTIONPCPPERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE P) PERPLATPTDENOTESPOINTOFTANCENCYM) MEASURED TYP TYPICAL CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PGS PAGESR/W RIGHT-OF-WAY SO. FT. SOUARE FEET 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L9#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 2' zex cv 32801 (407) 426-7979 DAVID M. DeFILIPPO PSM JOB NO. ASM42409 DRAWN BY: PLOT PLAN 08/27/03 SOO ASM42VASM42409.dwo. 8/28/20038:18:40AM FOR THE FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address: 314t -0 PPQ-100sa_ (A Permitting Office: City, Stater _-\ t L 3 a-i'13 Permit Number: Owner: , tom. kAC? rON Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, ifmulti -family I _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1967 ft2 c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.60 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A 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, 1026.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 ft2 d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 ft2 _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27923 PASSTotalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: --------------- 6 - OFJ -------- I hereby certify that this building, as designed, is in compliance with the Florida ergy Code. OWNER/AGEN _/,_ _aml DATE: ----------- Review EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 1967.0 25.78 9127.7 Single, Clear M 1.0 6.0 32.0 37.74 ' 0.97 1172.9 Single, Clear ICE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -BuiltTotal: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 30.0 2005.0 2.13 X 1.00 4270.7 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 4270.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM = Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 38631.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 38631.1 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13036.5 37380.3 0.4266 15946.5 1 38631.1 1.00 1.250 0.284 0.950 13036.5 EnergyGauge"' DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I 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 Points 18 1967.0 5.86 2074.8 Single, Clear NN 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 30.0 2005.0 0.64 X 1.00 1283.2 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1283.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1967.0 0.28 550.8 1967.0 -0.28 550.8 EnergyGauge® 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 Winter Base Points: 5224.7 Winter As -Built Points: 8232.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit HeatingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 5224.7 0.6274 3278.0 8232.8 8232.8 1.000 1.00 1.078 x 1.160 x 1.00) 0.449 1.250 0.449 0.950 0.950 4392.1 4392.1 EnergyGauge'rm DCA Form 60OA-2001 EnergyGauge0flaRES2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15946 3278 10256 29480 13037 4392 10495 27923 PASS 04Z11E STA O 1 c a j Gon WE y EnergyGaugeTM' DCA Form 60OA-2001 EnergyGaugeWlaRES'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 wa 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, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat 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 cfrn 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 NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient 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 Se arate readilv 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"' DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ftz) 1967 ft2 c. N/A 7. Glass area & type a. Clear - single pane 222.0 ftz _ 13. Heating systems b. Clear - double pane 0.0 ft, _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ftz _ HSPF: 7.60 d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A 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, 1026.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 ft' _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 W _ 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 It _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) tiO4.i"E ST91 ointhishomebeforefinalinspection. Otherwise, a new EPL Display Card will be completed s _ based on installed Code mpliant fe; t j / fill - °" Builder Sign re. M / 1 Date: <2-c;:,)?-0 3 Address ofNew Home: 34t A PiDal O()SO. Q+-City/FL Zip:y( , L- cop vy NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is-= a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar 'designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu 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) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: D.R.HORTON Notes: 4,L De'sign',Inforrrmat on 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 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Area (ft') Heating_ 19 g Cooling 1967 Volume (ft') 15736 15736 Air changes/hour Equiv. AVF (cfm) 0.80 210 0.40 105 Heating Equipment Summary Make TRANE Trade EfficiencyHeatingInput Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.5 HSPF 0 Btuh @ 47°F 0 OF 1383 cfm 0.041 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load -Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 10.2 EER Sensible cooling 29050 Btuh Latent cooling 12450 Btuh Total cooling 41500 Btuh Actual cooling fan 1383 cfm Cooling air flow factor 0.057 cfm/Btuh Load sensible heat ratio 82 % Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C-- wnghtsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACCA E:\Fi1es\drhorton\1965\1965.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16198 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 W x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 °F Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 fP x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 °F Summer TD = 2081 Btuh3. Summer infiltration HTM 2081 Btuh / 260 ft2 Total window = 8.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 105 cfm = 3100 Btuh va.c 10 u - L-4u1P111",11L QU1119 LVaQS 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 BtuhSumofventilationandstructureloads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr 19 htsoft RightSuite ResidentialTM 5.0.64 RSR26015 2002-Mar-06 12:1226ACC% E:kFi1esldrhorton1196W965.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1965 11/16/98 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0. BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16:0 2.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH wrightsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-0612:12:28 ACCK E:\Files\drhorton\1965M965.rsr Page 1 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 M 1IVUHL J: IUl Cd. 1 Name of room Entire House LIVING LAUNDRY M/BTH2Lengthofexposedwall202.0 ft 54.0 ft 10.0 It 6.0 ft3Roomdimensions31.0 x 13.0 It 10.0 x 6.0 ft 9.0 x 18.0 ft4CeiingsCondit. Option 8.0 It heat1cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heattcool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg I Clg ft) Htg I Clg ft) Htg I Cig ft Htg I Clg 5 Gross a 14B 4.6 2.1 1248 320 0 0Exposedb12C2.9 1.9 48 48 0 0wallsandc13C3.2 1.2 320 64 80 48 partitions d 0.0 0.0 0 0 0 0e0.0 0.0 p 0 0 0f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0glassdoorsb8C37.0 54 1996 0 0 0 0 0 0Heatingc9A29.9 0 0 0 0 0 0 0 0'»• d 0.0 0 0""' 0 0'*" 0 0 0 0**" e 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0glassdoorsNE/NW 39.4 80 3152 32 1261 0 0 0 0CoolingENU0.0 0'"" 0 0 0 0 0 0 0SE/SW 47.4 126 5975 20 953 0 0 0 0South0.0 0 0 0 0 0'**' 0 0***• 0Horz0.0 01 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0b10D14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.010.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0exposedb12C2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0wallsandc13C3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 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 2005 3400 4463 403 683 897 60 102 134 162 275 361b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0Note: room b 0.0 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 01 0 0 12 Infiltration a 28.61 8.0 260 7400 2081 75 21351 600 18 5121 144 0 0 0 13 Subtotal loss=6+8, +11+12 30561 8048 1334 581Lessexternalheating Less transfer 0 0 0 0•*+• 0 0 0 014Dudloss10 °/ 3056 10 °/ 805 10 °/ 133 10% 5815Totalloss =13+14 33617 8853 1467 640 16 Int gains: People @ 300 5 1500 0 0 0 0 0 0APpl- @ 1200 2 1800 0 0 1 600 0 017SubtotRSHgain=7+8..+12+16 22195 4644 1129 410Lessexternalcooling Less transfer 0 0 0 0 0 0 0 18 Dud gain 10 °/ 2219 10 °/ 464 10 °/ 113 10°/ 0 4219TotalRSHgain=(17+18)'PLF 1.00 24414 1.00 5108 1.00 1242 1.00 45820Airrequired (cfm) 13831 1383 3641 289 1601 70 1 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wr ghtsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28E:\Files\drhorton\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:1965 11116198 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 rvil"UAL J: I In La. 1 Name of room MBR BR 2 BR 3 BR 42Lengthofexposedwall33.0 ft 11.0 ft 26.0 ft 11.0 ft3Roomdimensions14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft4CeiingsConditOption8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg CIg ft2) Htg I Clg ft) Htg I Clg ft Htg Clg ftl Htg I Clg 5 Gross a 14B 4.6 2.1 136 88 208 888Exposedb12C2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 128 0 0 0partitionsd0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591glassdoorsb8C37.0 0 0 0 0 0 0 0 0Heatingc9A29.9 0 0 0 0 0 0 0 0`"' d 0.0 0 0 0 0 0 0""• 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 2 41 2 41glassdoorsNE/NW 39.4 32 1261 16 630 0 0 0 0CoolingENV0.0 0 0 0 0 0 0 0 0SE/SW 47.4 0 0 0 0 14 663 14 663South0.0 0 0 0""' 0 0 0 0 0Harz0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0b10D14.7 9.9 0 0 0 0 0 0 0 0 p pc0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148exposedb12C2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0wallsandc13C3.2 1.2 128 403 150 0 0 0 0 0 0 0 0 0partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 01 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 2.2 238 404 530 154 261 343 168 285 374 121 205 269b0.0 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 33 855 0 11 285 0 26 674 0 11 285 0Note: room b 0.0 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 01 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 32 911 256 16 455 128 16 455 128 16 455 128 13 Subtotal loss=6+8..+11+12 4235 1925 2890 1869Lessexternalheating0000 14 Less transfer Duct loss 10°/ 0 423 109 0 192 10q 0 289 109 0 1815Totalloss = 13+14 4658 2117 3179 2056 16 Int gains: People @ 300 1 300 0 0 0 0 0 0 Appl. @ 1200 0'"" 0 0 0 0 0 0 017SubtotRSHgain=7+8. +12+16 2711 1250 1601 1250Lessexternalcooling Less transfer 0 0 0 0 0 0 0 018Dudgain1027110 °/ 125 10 °/ 160 109' 12519TotalRSHgain=(17+18)'PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375201Airrequired (cfm) 192 1691 871 781 131 1001 851 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed NOW r7ghtsOft Right -Suite Residentlal- 5.0.64 RSR26015 2002-Mar-06 12:12:28CQ%, E:\Files\drhorton\1965\1965.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 111116198 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHIVUAL J: fm t0. 1 Name of mom FAMILY KITCH/NOOK BTH 2 Length of exposed wall 33.0 ft 18.0 ft 0.0 It 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft 4 Ceiings Condit Option 8.0 ftl heat/cool 8.0 ft heat/cool 8.0 Ill heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg ftl Htg I Clg ft) Htg I Clg ft Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 144 0 Exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 47.4 49 2329 29 1367 0 0 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 Note: room b 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 is displ. d 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 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 54 1537 432 33 939 264 0 0 0 13 Subtotal loss=6+8. +11+12 5839 3656 183 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 10°/ 584 1091 366 10% 18 15 Total loss =13+14 6423 402.2201 16 Int gains: People @ 300 4 1200 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8.+12+16 5127 3826 240 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 10 % 513 10 % 383 10 % 24 19 Total RSH gain=(17+18)'PLF 1.00 5640 1.00 4208 1.00 264 20 Air required (cfm) 1 264 320 165 238 81 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. y wrrghtsoft . Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACC E:\Files\drhorton\1965\1965.rsr Page 3 mob& i0x6 Iwcd 100. IOxb l80d 12.12 Iwcd 323 1 6' ,s 10%l0 ra V ]0%lo!'.g :rap 10' 6' 3' bath duct of cap 9 vofan 14xl -roe p' IO40 roe 3 ex 6' 1 lax6 Iwcd 00 7.8. 8'7• 4'4' 4• 1 11x4 Iwc x4 I ahu 10 1 10x10 3wcd l 1I J 7 I -. G 1170 Iwcd nV bd A4fV O C N3AD 3• 9' r.N Pao 7 3 (' r Z N DIDIG 70' I- r 4' bath duct 1Ox6 ' O Ma oof cap ' N y 1 iAr fan-Ilpht 12x6 lwcd l R `='7161'j143 4' dryer ductlI 7' tO rooi Cap 12x6 Iwcd IOx13 plen 143 M14 RAD platform by bldr 3.3 TON V/1OKV V240V 1PH sc0 e 1/8"=1'0 Must have a nlnlnun clearance of 4 Inches around the all^. handler per the State Energy code, All duct has an r=6 Insulation value. L W Z ZD Q/ f U Rating r M J O C C3 MiTekQ0 MiTek Industries Inc. 14515 Nod Outer Forty Drive, Suite 300 Chesterfield, MO 63017 USA May 1, 2003 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 : I4673734 thru I4673754. Total: 21 drawings Job :DR1965F Builder :D.R. HORTON Location :STANDARD MODEL 1965, ELEVATION F County :SEM:INOL:E 0-7'- _ j a S' Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 4Qa Junaidie Budiman, PE 1) 21 Truss drawing. 2) Truss Index. May 1, 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 ofbuilding designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1965F Trusses included=21 0,"\DR1965F\a.tre" 14673734 1,"\DR1965F\a11.tre" 14673735 2,"\DR1965F\a13.tre" 14673736 3,"\DR1965F\a15.tre" 14673737 4,"\DR1965F\a17.tre" 14673738 5,"\DR1965F\a19.tre" 14673739 6,nDR1965F\a2.tre" 14673740 7,'1DR1965F\a7.tre" 14673741 8,'1DR1965F\a9.tre" 14673742 9,'1DR1965F\agl.tre" 14673743 10,'1DR1965F\ag2.tre" 14673744 11,"\DR1965F\b.tre" 14673745 12,'1DR1965F\bg.tre" 14673746 13,"\DR1965F\cg.tre" 14673747 14,"\DR1965F\j.tre" 14673748 15,"\DR1965F\j1.tre" 1 4673749 16,"\DR1965F\k.tre" 14673750 17,"\DR1965F\1.tre" 14673751 18,"\DR1965F\m.tre" 14673752 19,'1DR1965F\s.tre" 14673753 20,'1DR1965F\s1.tre" 14673754 0 I'll via No.4.5161 1k A 1 STATE OF 4R MV,,, April 1, 2003 . WARNING - VerVy design pararrseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stabllRy during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responslbINIV of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consu8 CST-88 Quality Standard, OSS-89 Bracing Spociflcatlon, and HIS-91 i® Handling Installing and Bracing Rocommendatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachcz other, WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ; a cr joint and embed fully. Avoid knots and wane plates/8" from outside edge of X o a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at I/4 panel len th 6 from adjacent oint. length(' J joint.) ce c cb BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of e required direction of slots in J J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dim-ension 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 10continuouslateralbracing, 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 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 GaNG-i 1.471 R CLJilIP O OfYOR®i:ZR V ft Job Truss russ 11ype ty y HORTON 14673734 DR1965F A ROOF TRUSS 16 1 Job Reference (o tionaq U- H, L sFeb I e Industries, nc. onMar 31 age Q 7-1-3 13-6-10 20-0-0 26-5-6 32-10-13 40-0-0 11-0-0I + 1-0-0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1-0-0 Scale = 1:68.6 5.00 F12 5x6 = 5 5x6 5x6 q 6 2x4 2x4 // 3 7 2 8 1 9 o Io 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 i 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets LOADING (I SPACING 2-0-0 CSI DEFL in (Iocl I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) -0.28 12 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 > 753 BCLr,, 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.16 8 n/a BCr,L 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 195 lb FIBER BRACING CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. VI CHORD 2 X 4 SYP N0.2D BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS •- 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS IIb/Sizel 2 = 1951/0-8-0, 8 =1951 /0-8-0 Max Horz 2=-190(load case 5) Max Uplift2=-809(load case 4), 8=-809(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3714, 3-4=-3345, 4-5=-2354, 5-6=-2354, 6-7=-3345, 7-8=-3714, 8-9=14 BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11 =2826, 8-10=3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.0psf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 809 lb uplift at joint 2 and 809 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNING - verVy design parameters and READ NOTES oNTB78 AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss _ -Es designer. Bracing shown B for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brI of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 593 D-Onofrlo Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. A„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401, continuous lateral bracing. BEARING gnA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca ca WEBS J5 Q 0cr0 U O CL O 1- a 0cac7ce1 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N N! 0 MiTeke TM PANEL t CLIP MY fOff:n r Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised In handling, erectioh and installation of trusses. 1993 Mitek holdings, Inc. Job russ I russ I ype ty ly 14673735 DR1965F A11 ROOF TRUSS 1 1 Job Reference (o tional) U- sFebI e Industries, nc. on Mar 31 1 age 1 1-0-9 5-9-14 11-0-0 17-0-0 23-0-0 29-0-0 34-2-2 40-0-0I1 1-0-0 5-9-14 5-2-2 6-M 6-0-0 6-0-0 5-2-2 5-9-14 1-M Scale = 1:69.8 t 5x6 = 5x6 = 5x6 = 3x4 = 5.00 F12 4 5 6 7 1 2x4 2x4 3 8 2 1 v 9 10 " 0 1v0 3x8 = 15 14 13 12 11 3x8 = 4x6 = 3x4 = US = 3x8 = 3x8 = 11-M 20-0-0 29-0-0 40-0-0 11-0-0 9-0-0 9-0-0 11-0-0 Plate Offsets ,Y): 1 d e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) -0.36 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.66 11-13 >715 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/a BO7ZL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 192 lb dBER BRACING CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. 11a.dT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS - 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 =1951 /0-8-0 Max Horz 2=114(load case 4) Max Uplift2 = -763(load case 2), 9=-763(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 763 lb uplift at joint 2 and 763 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Or Suite 300 Chesterfield, MO, 63017 Cert. #6634 AWARMNO - Verify design parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. MENEM 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 boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br>scing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuff GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Rocommondatkmavailable from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property13/' * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property ya.. J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 2, Cut members to bear tightly against each other. 0cc3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate o 5 Q joint and embed fully. Avoid knots and wane plates 1/8' from outside edge of a ti o U at joint locations. truss and vertical web. 10 a.4 Unless otherwise noted, locate chord Pr14C, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. 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. 40", 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 i MiTeke PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erectiori and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYORO,p I h. Job russ I russ I ype ty y D R HORTON 14673736 DR1965F A13 ROOF TRUSS 1 1 Job Reference to tionall A- N M sFeb I e Industries, nc. Mon ar 31 1 1: age 1-0-0 6-9-14 13-0-0 17-8-022-0-0 27-0-0 33-2-2 40-0-0 41-0-0 l1- 0-0 6-9-14 6-2-2 4-8-0 4-8-0 4-8-0 6-2-2 6-9-14 1-0-0 Scale = 1:69.8 1 5x6 = 2x4 II 3x4 = 5x6 = 4 5 6 7 5. 00 12 2x4 \\ 2x4 3 8 0 1 2 9 10 yt Iq 0 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x8 = 3x4 = 34 = 3x4 = 9- 1-14 17-8-0 224-0 30-10-2 40-M 9- 1-14 8-6-2 - 4-8-0 8-6-2 - 9-1-14 Plate Offsets 4: - - -4 , -4- LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -0.31 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BC!! 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.17 9 n/a BC1L 10.0 Code FBC2001 1st LC ILL Min I/defl = 360 Weight: 201 Ib LI JIBER BRACING t=. CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. k33T CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( Ib/size) 2 = 1951 /0-8-0, 9 = 1951/0-8-0 Max Horz 2 = 131(load case 4) Max Uplift2=-735(load case 4), 9=-735(load case 5) FORCES fib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7-8=-3463, 8-9=-3759, 9-10=14 BOT CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13-14=3281, 12-13=2877, 11-12=2877, 9-11 =3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 735 Ib uplift at joint 2 and 735 Ib uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert. # 6634 AWARMNO - VerW design parameters and READ NOTES ON TMS AND RE VERSESIDE BEFORE VsZ. neo neo Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss — -- designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslblllty of the erector. Additional permanent brlacing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® HandlingInstallingandBracingBocommondatlonavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property a securely seat. J2 J3 J4 owner and all other interested parties., F TOP CHORDS 73 2. Cut members to bear tightly against eachC1 other, a: WEBS J5 3. Place plates on each face of truss at each 4 x 2 orientation, locateFor 3 3 QN joint and embed fully. Avoid knots and wane plates 1/e" from outside edge of o a V at joint locations, truss and vertical web. of a o 4. Unless otherwise noted, locate chordsplices at 1/4 length(+ 6" from C, C panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt JS J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. toslots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring BEARING WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. n, A Indicates location of joints at 13. Do not overload roof or floor trusses with whichbearings (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, JJPN TM PANEL erectioh and installation of trusses, 1993 Mitek Holdings, Inc. FORM018, 019 onni6-NAIL ® C" P MY® RDA Job Truss Truss Type Qty Ply D R HORTON 14673737 DR1965F A15 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:07:26 2003 Page 11-0- 7-9-14 15-0-0 20-0-0 25-0-0 32-2-2 40-0-0 41-04) 1-0-0 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 1-M Scale = 1:68.5 Sx6 = 2x4 II 54 = f 5.00 F12 4 5 6 5x6 sx6 a 3 7 2 e 91 I4 3x8 = 14 13 12 11 10 3x8 = 3x4 = 34 = 3x8 = US = 3x4 = 10-3-14 20-0-0 29-8-2 40-0-0 i 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X 2:0-4-2 0-1-8 3:0-3-0 0-3-0 4:0-3-0 0-2-4 6:0-3-0 0-2-4 7:0-3-0 0-3-0 8:0-4-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) -0.28 12 >999 M1120 249/190 TO-dL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 >759 Bl t.L 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.16 8 n/a B(#%L 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 192 lb L YMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed. 1-3 2 X 4 SYP No.1 D, 7-9 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 5-3-7 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1951/0-8-0, 8=1951/0-8-0 Max Horz2=148(load case 4) Max Uplift2=-759(load case 4), 8=-759(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3661, 3-4=-3332, 4-5=-2888, 5-6=-2888, 6-7=-3332, 7-8=-3661, 8-9=14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11=2667, 8-10=3351 WEBS 3-14=-448, 4-14=685, 4-12=355, 5-12=-363, 6-12=355, 6-10=685, 7-10=448 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 759 lb uplift at joint 2 and 759 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARMNG - VerVy design parameters and READ NOTES oNTms AND REVERSE SIDE BEFORE USE. eeor=n® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss ----- designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Spectflcation, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erectio6 and installation of trusses, PANEL CLIP © 1993 Mitek Holdings, Inc. o russ Truss Type ty y HORTON 14673738 DR1965F A17 ROOF TRUSS 1 1 Job Reference to floral) AN- N sFebt e Industries, nc. on mar 31 age 11-04 6-1-3 11-0-10 17-0-0 23-0-0 28-5-6 33-10-13 40-0-0 4i-0-p 1-0-0 6-1-3 5-5-6 5-5-6 6-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:69.8 Y 5x6 = 5x8 = 5.00 12 5 6 3x4 3x4 4 7 5x6 5x6 N 3 8 2 9 10 .- 911 T400 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x6 = 3x4 = 3x8 = r 8-4-11 17-M 23-0-0 31-7-5 40-0-0 r 8-4-11 8-7-5 6-0-0 8-7-5 8-4-11 Plate Offsets -4 , -5-1 -4- LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 BCI-L 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 207 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BC'T CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951/0-8-0 Max Horz 2 = 165(load case 4) Max Uplift =-781(load case 4), 9=-781(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13=3023, 11-12=3023, 9-11 =3485 WEBS 3-16=-305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 781 lb uplift at joint 2 and 781 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNING - Ver{ jy 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 SAW 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 bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onof io Drive, Madison, Wl53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat, building designer, erection supervisor, property Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. ca 3 2. Cut members to bear tightly against each other, O 0 WEBZ J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate 0 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a a y o M at joint locations. truss and vertical web. ate. 4, Unless otherwise noted, locate chord splices C8 C, C6 10 at 1/4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4010 continuous lateral bracing. BEARING WriA Indicates location of joints at which bearings (supports) occur, ae FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PA CL.1© 1993 Mitek Holdings, Inc. Job russ Truss Type ty ly HORTON 14673739 DR1965F A19 ROOF TRUSS 1 1 Job Reference (o tional) A - N D, I sFebe In ustnes, nc. on mar 3 1 4: age i1-07p 6-9-3 12-10-10 19-0-0 21-0-0 27-1-6 33-2-13 40-0-0 41-0-0 11 ( 1- 0-0 6-9-3 6-1-6 6-1-6 2-0-0 6-1-6 6-1-6 6-9-3 1-0-0 Scale = 1:71.2 5x6 = 5x6 = 5. 00 12 5 6 r 3x4 % 3x4 C 4 7 5x6' 5x6 M 3 8 2 9 1 107 0 10 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 = 9- 9-14 19-0-0 121-0-0 30-2-2 40-0-0 9- 9-14 9-2-2 2-0-0 9-2-2 9-9-14 Plate Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) -0.33 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827 BCI- L 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS ( lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2=182(load case 4) Max Uplift2=-801(load case 4), 9=-801(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 801 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cart. # 6634 AWAMNO - Ver{ fy design parameters and READ NOTES ONTHM AND REVERSE SIDE BEFORE USE. Design void for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. 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, dellvery, erection and bracing, consull OST-88 Quality Standard, DS11•89 Bracing Spectfication, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 to,13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches, Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property F 1/6 J2 J3 J4 TOP CHORDS owner and all other interested parties„ cz c 2. Cut members to bear tightly against each other, Q 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o 6 ,, ZQXN joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices at 1 /4 length(+ 6" fromCSC, C6 10 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 4 X 4 The first dimension is the width to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses withwhichbearings (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, TMfill erection and installation of trusses. PANEL 1993 Mitek Moldings, Inc. 4 CLIP FORMOl B4O19 HYDRD";A/RO , Job russ Truss Type ty y 14673740 DR1965F A2 ROOF TRUSS 2 1 Job Reference (o tional) N IM sFeb i e Industries, nc. on Mar 31 age 1-0-Q 7-4-14 14-2-0 20-0-0 2"-0 28-5-6 33-10-13 40-0-0 41-0-0 r 1-0-0 7-4-14 6-9-2 5-10-0 3-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:69.8 s 5x8 = 5.00 F12 5 4x6 6 s 2x4 11 4 3x4 7 5x6 5x6 3 6x8 = 16 5x12 —15 8 6x6 = v 2 9 1 10 7 Io 3x6 = 19 18 14 13 12 11 3x6 = 3x4 = 2x4 11 2x4 5x8 = 2x4 II 7-4-14 14-2-0 20-6-0 23-0-0 28-5-6 33-10-13 40-0-0 7-4-14 6-9-2 6-4-0 2-6-0 5-5-6 5-5-6 6-1-3 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 0.52 Vert(LL) -0.14 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Veft(TL) -0.21 18-19 >999 BCI.L 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.05 16 n/a BCDL 10.0 Code FBC2001 1st LC ILL Min I/defl = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND JOINTS 1 Brace at Jt(s): 15 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2=190(load case 4) Max Uplift2 = -395(load case 4), 16=-829(load case 4), 9=-4900oad case 5) Max Grav 2 = 797(load case 6), 16 = 2456(load case 1), 9=877(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3 =-837, 3-4 = -327, 4-5 =-327, 5-6 = 1791, 6-7 = 1387, 7-8 = -223, 8-9 = -839, 9-10 =14 BOT CHORD 2-19=765, 18-19=-0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15=164, 13-14=0, 12-13=-0, 11-12=762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5-17=1990, 5-16=-1947, 6-16=-492 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 2, 829 lb uplift at joint 16 and 490 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARNING - VerVy design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. Design valld 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 - --- wdesigner. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply plates to both sides of truss and 1, Provide copies of this truss design to the securely seat. building designer, erection supervisor, property Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c 2, Cut members to bear tightly against each other, O a:3, WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate o 3 0 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o M at joint locations, truss and vertical web. 1011a 4. Unless otherwise noted, locate chord splices C, 1 o at I14 panel length(+ 6" from adjacent joint,) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nail Jolnt/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N rm! 0 MiTeke 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL LIP © 1993 Mitek Holdings, Inc. C FORM018,019 Job russ Truss Type ty Ply 14673741 DR1965F A7 ROOF TRUSS 1 2 Job Reference to tional) AN- N sFebi e Industries, nc. on ar 31 age 1-0-Q 3-9-14 7-0-0 13-6-14 20-0-0 i 26-5-2 F 33-0-0 36-2-2 40-0-0 41-0 1-0-0 3-9-14 3-2-2 6-0-14 6-5-2 6-5-2 6-6-14 3-2-2 3-9-14 1-0-0 Scale = 1:69.8 5.00 12 6x8 4x6 = 7x8 = 4x6 = 6x8 4 5 6 7 8 2x4 rn2x4 3 9 2 t0 11 y11ERB 6 0 1Y 0 3x8 = 16 15 14 13 12 3x8 = 3x4 = 5x6 = 3x8 = 5x6 = 3x4 = 7-0-0 13-6-14 20-0-0 26-5-2 33-0-0 40-0-0 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 Plate Offsets 4: - - -4- -1 1 -4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.72 14 >653 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.88 Vert(TL) -0.99 14-15 >478 BCI,L 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/defl = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D 'Except' TOP CHORD Sheathed or 4-5-9 oc purlins. 4-6 2 X 6 SYP SS, 6-8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* 13-15 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3875/0-8-0, 10=3875/0-8-0 Max Horz 2=-79(load case 5) Max Uplift 2=-2028(load case 2), 10=-2028(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8384, 3-4=-8662, 4-5=-12493, 5-6=-13909, 6-7=-13909, 7-8=-12493, 8-9=-8662, 9-10=-8384, 10-11 =29 BOT CHORD 2- 16=7514, 15-16=8058, 14-15=12490, 13-14=12490, 12-13=8058, 10-12=7514 WEBS 3-16=562, 4-16=599, 4- 15=4848, 5-15=-1700, 5-14=1554, 6-14=-1000, 7-14=1554, 7-13=-1700, 8-13=4848, 8-12=599, 9-12= 562 NOTES 1) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2028 lb uplift at joint 2 and 2028 lb uplift at joint 10. 6) Girder carries hip end with 7-0- 0 end setback 7) Special hanger(s) or connection(s) required to support concentrated.load(s) 603.21b down and 383.91b up at 33-0-0, and 603.21b down and 383.91b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) . Standard 1) Regular: Lumber Increase= 1 .33, Plate Increase= 1 .33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-8=-154. 2, 8-11=-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Junaidie Budiman, Lic.#451 Concentrated Loads (lb) Vert: 16=-603.2 12=-603.2 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert. #6634 AWARMNO - Vir{ Y design parameters and READ NOTES ON TUN 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 SAVE installed and loaded vertically. Applicability of design parametersandproperIncorporationofcomponentIsresponsibilityofbuildingdesigner - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installinq and Bracing Recommendation avollable from TrussPlateInstitute, 583 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 4414- 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 1/6„ 0 rz For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401 1 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N ad! 0 MiTek" O:0 HY0R0:AFR O General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. as 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. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erectiorY,and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type ty y HUKlU 14673742 DR1965F A9 ROOF TRUSS 1 1 Job Reference (o tionaq N_ sFeb i e Industries, nc. on ar 31 14:31:53 2003 Page 1 0-p 4 9 14 9-0-0 14-6-0 20-0-0 25-0-0 31-0-0 35-2-2 40-0-0 91-0-Q 1-0-0 4-9-14 4-2-2 5-6-0 5-6-0 5-6-0 5-6-0 4-2-2 4-9-14 1-" Scale = 1:69.8 5x6 = 5x6 = 3x4 = 5x6 = 3x4 = 5.00 12 4 5 6 7 8 I — 2x4 I 3 XV> 2x4 X 9 2 _ 1 10 11 7 Io 3x8 = 17 16 15 14 13 12 3x8 = 3x8 = 46 = 3x4 = 3x4 = 46 = 3x8 = 9-0-0 16-4-0 23-8-0 31-0-0 40-0-0 9-0-0 74-0 7-4-0 7-4-0 9-0-0 Plate Offsets -1- 4: - - -4 , -1- ), e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.45 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Veft(TL) -0.77 14-15 >615 BCL.L 0.0 Rep Stress Incr YES WB 1.00 Horz TU 0.21 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-4-15 oc purlins. BCT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (Ib/size) 2 = 1951 /0-8-0, 10 = 1951/0-8-0 Max Horz 2=96(load case 4) Max Uplift2 = -791 (load case 2), 10=-791(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11=14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389,.10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-13001 8-12=1007, 9-12=-237 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 791 lb uplift at joint 2 and 791 lb uplift at joint 10. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert. #6634 AWARMNO - VsrW design parranwters and READ NOTES ON THIS AND REVERSE BIDE BEFORE USE. Design valld for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be pInstalledandloadedvertically. 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 brl9cing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing R*commendallon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI63719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property3/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1/6 J2 J3 J4 TOP CHORDS owner and all other interested parties.. C2 2. Cut members to bear tightly against each other. cc WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o U a joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of a at joint locations, truss and vertical web. o a 4. Unless otherwise noted, locate chord splicesI/ 4C8C, G6 10 at panel length(+ 6" from adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J J8 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-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. 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-NBEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANCLIPEL FORM018,019 8Ar1 h""L 0 MYDRO%A/R®\, I 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, erectiori and installation of trusses. 1993 Mitek Holdings, Inc. Job russ I russ 11ype ty y HORTUN 14673743 DR1965F AG1 ROOF TRUSS 1 1 Job Reference to tionallanU- sFebI e n ustries, nc. Mar age 1-0-0 7-6-0 14-9-0 20-0-0 23-0-0 I 28-5-6 33-10-13 40-0-0 41-0-p 1-M 7-6-0 7-3-0 5-3-0 3-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:69.8 i 5x6 = 5.00 12 5 4x6 6 4 3x4 7 5x8 3 5x6 3 7 16 5x1 =15 8 7 1 = 4x6 = 4T v 1 2 3 9 10 yt 9 Iy 0 5x8 = o 3x6 - 18 14 13 12 11 3x6 = 2.50 F12 5x8 = 7-0-0 14-5-12 14r8-0 204-0 23-0-0 28-5-6 33-10-13 40-0-0 7-6-0 6-11-12 0-3-4 5-7-0 2-8-0 5-5-6 5-5-6 6-1-3 Plate Offsets -1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.10 19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.18 18-19 >935 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.07 18 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed. BQJ CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 15 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 721 /0-8-0, 18 = 607/0-8-0, 16=1743/0-8-0, 9 = 872/0-8-0 Max Horz 2=190(load case 4) Max Uplift2 = -363(load case 4), 18=-407(load case 4), 16=-537(load case 5), 9=-502(load case 5) Max Grav 2 = 733(load case 6), 18=829(load case 6), 16=1743(load case 1), 9 = 880(Ioad case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1297, 3-4=449, 4-5=504, 5-6=885, 6-7=61, 7-8=-607, 8-9=-1215, 9-10=14 BOT CHORD 2-19=1208, 18-19=-17, 16-17=-718, 15-16=-57, 13-15=96, 6-15=630, 13-14=0, 12-13=0, 11-12=1106, 9-11=1110 WEBS 3-19=-180, 17-19=1311, 3-17=-1624, 5-16=-1030, 6-16=-984, 12-15=769, 7-15=-618, 7-12=-154, 8-12=-607, 8-11 =112, 17-18=-535, 4-17=-449, 5-17=302 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 MII20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2, 407 lb uplift at joint 18, 537 lb uplift at joint 16 and 502 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 AWARMNO - VerW design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibilityof building designer - not truss — - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installlnq and Bracing Recommendatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate 0 plates I/8' from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. 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. 40 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, M11 MiTeko General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication, 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 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, erectioni and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 HYDR0,4/R Job russ russ ype ty y 14673744 DR1965F AG2 ROOF TRUSS 1 1 Job Reference tionapo H s Febe I e Industries, nc. on Mar 1 age 1-0-0 7-6-0 14-9-0 16-7-3 22-0-0 23-0-0 1-0-0 7-6-0 7-3-0 1-10-3 54-13 1-0-0 Scale = 1:45.1 4x8 11 6 2x4 [I 2x4 5 7 8 Io5x8 2x4 2x4 2x4 11 3x4 = 3x10 11 5.00 F12 34 x II 8 1 = 2x4 II x II 9 0 2 1 2x4 11 8 2x42x4 2x4 I 3x4 10 2.50 F12 2x4 22-M i 7-6-0 i 14-6-12 14r9-0 20-4-0 2Q-8r0 7-6-0 7-0-12 0-2-4 5-7-0 04-0 14-0 Plate Offsets -1 4 ,(9:0-4-8,0-5-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.95 Vert(LL) 0.10 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Vert(TL) -0.18 10-11 >949 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.07 10 n/a BCDL 10.0 Code FBC2001 1 st LC ILL Min I/deft = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed. 1301T CHORD 2 X 4 SYP No.21D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (Ib/size) 2 = 734/0-8-0, 10 = 1081/0-8-0, 7 = 393/0-8-0 Max Horz 2=354(load case 4) Max Uplift2 = -308(load case 4), 10=-514(load case 4), 7=-218(load case 5) Max Grav 2 = 735(load case 6), 10 = 1081(load case 1), 7=405(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =12, 2-3=-1339, 3-4=-1339, 4-5 = 243, 5-6 = 283, 6-7 =-78, 7-8 =17 BOT CHORD 2-11 = 1244, 10-11 =-32, 7-9 = 71 WEBS 4-11 =-205, 9-11 =1382, 4-9=-1479, 9-10=-1007, 5-9=-323, 6-9=-482 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2, 514 lb uplift at joint 10 and 218 lb uplift at joint 7. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Or Suite 300 Chesterfield, MO, 63017 Cert. #6634 I A WARNDYO - VerVy design parameter and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown Is for literal 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 QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property F 1/6 J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 cl 2. Cut members to bear tightly against each other, o WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate 0 Q joint and embed fully. Avoid knots and wane plates I A" from outside edge of a at joint locations, truss and vertical web, o a 4. Unless otherwise noted, locate chord splices CS C? C o at 14 panel length(* 6" from adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dinTension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N El MiTek® O MYDRd;A/R 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to 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, TM erection and insiallation of trusses, PANEL CLIP © 1993 Mitek Holdings, Inc. Job Truss Truss Type ty y 14673745 DR1965F B ROOF TRUSS 1 1 Job Reference (o tionaq sFebI e Industries, nc. onMar 31 4: age 1 1.0_0 5-3-14 10-0-0 14-8-2 20-0-0 21-0-0 1-0-0 5-3-14 4-8-2 4-8-2 5-3-14 1-0-0 Scale = 1:36.0 4x6 = 4 5.00 F12 2x4 2x4 3 5 6 7 Ioc!1 3x4 = e 3x4 = 5.8 = 10-0-0 20-0-0 10-0-0 10-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) -0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 > 993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 86 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins. BO.T CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1004/0-1-8, 2=1024/0-8-0 Max Horz 2=105(load case 4) Max Uplift6=-429(load case 5), 2=-442(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14 BOT CHORD 2-8 = 1430, 6-8 = 1481 WEBS 3-8=-389, 4-8=536, 5-8=-444 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 6 and 442 Ib uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 "J WARNING - VerVy design parameter and READ NOTES ON TIM AND REVERSE SIDE BEFORE USE. SAWNDesignvalidforuseonlywithMiTekconnectors. This design Is based only upon parameters shown. and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'onofrlo Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 12/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All Ye„ C Q For 4 x 2 orientation, locate 0 XplatesI/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. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING 9riA Indicates location of joints at which bearings (supports) occur. ME Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Mi! 0 MiTek" General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at 14 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;AM O Job russ I russ I ype ty ly 14673746 DR1965F BG ROOF TRUSS 1 1 Job Reference (o tionaq sFebI e Industries, nc. on Mar 31 4: age 1 1-0-0 5-3-14 10-0-0 14-8-2 _ _20-0-0 21-0-0 i 1-0-0 5-3-14 4-8-2 4-8-2 5-3-14 1-0-0 Scale = 1:36.0 4x6 = 4 2x4 II 2x4 11 5.00 12 3x4 3x4 2x4 II 3 5 2x4 II x II 2625x1100 2 11 6 q 7 Ioc11 27 2x4 11 10 2x4 11 2x4 9 2x4 11 8 2x4 11 283x4 —_ 3x4 — 2x4 11 7x8 = 2x4 11 2x4 11 5-3-14 10-0-0 14-8-2 20-0-0 5-3-14 4-8-2 4-8-2 5-3-14 Plate Offsets ,Y LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) -0.05 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) -0.08 8-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 124 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-11 oc purlins. KIT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=902/0-8-0, 2=902/0-8-0 Max Horz 2=107(load case 4) Max Uplift6=-373(load case 5), 2=-373(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-25=-1514, 3-25=-1445, 3-4=-1053, 4-5=-1053, 5-26=-1445, 6-26=-1514, 6-7=34 BOT CHORD 2-27 = 1325, 10-27 =1325, 9-10 =1325, 8-9 =1325, 8-28 = 1325, 6-28 =1325 WEBS 3-10=81, 3-9=-445, 4-9=476, 5-9=-445, 5-8=81 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 6 and 373 lb uplift at joint 2. 6) Girder carries hip end with 2-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 15.71b down and 110.01b up at 18-0-0, and 15.71b down and 10.0Ib up at 2-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-25=-74.0, 4-25=-61.7, 4-26=-61.7, 7-26=-74.0, 2-27=-20.0, 27-28=-16.7, 6-28=-20.0 Concentrated Loads (Ib) Vert: 27=-15.7 28=-15.7 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 4&WARMN0 - Ver{Jy design parunwten 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. Applloobillty 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 bil9cing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, W153719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property11/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property s F 8 J2 J3 J4 TOP CHORDS owner and all other interested parties„ ca 2. Cut members to bear tightly against each other, WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate a ' Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a a ati o at joint locations. truss and vertical web. o a114. Unless otherwise noted, locate chord splices I/4C? UNo at panel length(+ 6" from adjacent joint,) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MITek/ Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40", continuous lateral bracing, BEARING W nAIndicates location of joints at which bearings (supports) occur, es FORM018, 019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/ FHA ICBO SBCCI WISC/ DILHR 86- 93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040- N, 930013-N, 910080-N W! 0 MiTeko HYDRMAW O 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. Job russ Truss Type ty y HORTON 14673747 DR1965F CG SCISSORS 1 1 Job Reference (o tionaq L D, sFebI e Industries, nc. on Mar 31 1 age 1-0-0 4-0-15 7E-0 10-11-1 15-0-0 16-0-0 , I 1-0-0 4-0-15 3-5-1 3-5-1 4-0-15 1-0-0 Scale = 1:28.4 4x6 = 4 5.00 F12 2x4 = 2x4 = 3 5 Vq 2 5x8 = 6 Io 3x4 = 2.50 12 3x4 = 7-" 15-0-0 7-6-0 7-6-0 Plate Offsets 1, - - LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.29 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 >908 BCLL 0.0 Rep Stress Incr NO WB 0.29 HOrz TL) 0.11 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 63 lb LUMBER BRACING. TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOLT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=782/0-1-8, 6=782/0-1-8 Max Horz 2=-800oad case 5) Max Uplift 2=-340(load case 4), 6=-340(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4=-1625, 4-5=-1625, 5-6=-2090, 6-7=10 BOT CHORD 2-8 =1935, 6-8 =1935 WEBS 4-8=969, 3-8=-394, 5-8=-394 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Bearing at joint(s) 2, 6 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 at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 Ib uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 61 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 VerVy design parameters and READ NOTES ONTMS 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 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 brarcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, OSS-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 12/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate O plates 1/8" from outside edge of otrussandverticalweb. 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. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 11 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N WWI O HYDRO',AW O General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at 114 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, rM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job russ I russ 11ype ty y HORFUN 14673748 DR1965F J ROOF TRUSS 14 1 Job Reference (0 tional) sFebi e Industries, nc. on ar 31 age 1 1-0-0 7-0-0 . 1-0-0 7-M 3 Scale = 1:17.7 r 5.00 F12 e 2 4 2x4 = 7-0-0 , 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.22 1 >77 BCLL 0.0 Rep Stresslncr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC ILL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 234/Mechanical, 2=424/0-8-0, 4 = 66/Mechanical Max Horz 2=188(load case 5) Max Uplift3=-213(load case 5), 2=-138(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 3 and 138 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNING - Ver{ fg design panamaters and READ NOTES ON TWS AND REVERSE SWE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss nildesigner. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 cc For 4 x 2 orientation, locate 0 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. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 1 continuous lateral bracing. BEARING n-4 Indicates location of joints at which bearings (supports) occur. FORM018,019 J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MI! @ M ffek® NYORO,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply D R HORTON 14673749 DR1965F J1 MONO TRUSS 10 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:05 2003 Page 3 1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:5.5 2 5.00 12 1 4 1-0-0 i2A= 100 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) -0.01 1 >999 BC1.L 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL 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) 2=177/0-8-0, 4=9/Mechanical, 3=-17/Mechanical Max Horz4=45(load case 4) Max Uplift2=-117(load case 4), 3=-21(load case 5) Max Grav2=177(load case 1), 4=9(load case 1), 3=26(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 2 and 21 lb uplift at joint 3. LOAD CASE(S) Standard Junaidie Budiman, Lie. #4516 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNING - VerVy design pciimmeters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Welk connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabricatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Oua1By Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recomm*ndallon available from Truss Plate Institute. 583 D'Onofrlo Drive. Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat, 0 Q 0 For 4 x 2 orientation, locate plates I/8' from outside edge of aotrussandverticalweb. 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. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM016,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Ed! @ MiTek® HYORID-AIR O General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, TM erectiori and installation of trusses, PANEL © 1993 Mitek Holdings, Inc. CLIP Job russ Truss Type ty y HORTON 14673750 DR1965F K ROOF TRUSS 4 1 Job Reference (o tional) N sFeb1 i e Industries, nc. on mar age 1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = 1:13.9 5.00 F12 2 4 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.07 1 > 237 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 155/Mechanical, 2=335/0-8-0, 4=46/Mechanical Max Horz 2=137(load case 5) Max Uplift3=-149(load case 5), 2=-126(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint-3 and 126 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARmNU - VerVy design parameters and READ NOTES oN TB7S AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - -- designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent 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 GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property F Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c 2, Cut members to bear tightly against each other, c WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oN a:joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a 0 at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" fromC8C, 06 10 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mitek/Gang-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. 401, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur, MiTek® TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 HYORMAJIR O Job Truss I russ 11ype ty ly HORTON 14673751 DR1965F L ROOF TRUSS 4 1 Job Reference to tional) sFeb i e Industries, nc. onMar 31 age 1-0-0 3-0-0 1-0-0 3-0-0 Scale = 1:9.2 5.00 12i 2 1 4 2_,4 — 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC ILL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 69/Mechanical, 2=253/0-8-0, 4 = 26/Mechanical Max Horz 2=85(load case 5) Max Uplift 3 = -83(load case 5), 2=-121(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 121 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 Ali" NINE WARNING - VerVy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. MINE 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 responsibllRy, of building designer - not truss Be! designer. Bracing shown is for lateral support of Individual web members only. Addltlonai temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br1zcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property Ye J2 J3 Ja TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachc2ca other. J5cr3. Place plates on each face of truss at each For 4 x 2 orientation, locate QX joint and embed fully. Avoid knots and wane plates/a" from outside edge of a ti o_ V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords licesP C, c1 o at /a panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mrfek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 40" ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING n,A Indicates location of joints at which bearings (supports) occur. MiTeke 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. 16, Care should be exercised in handling, erection and ins4allation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYOR1f7',A/R o 4 1 Job Truss Truss Type ty ly 14673752 DR1965F M ROOF TRUSS 4 1 Job Reference (o tional) L sFebi e Industries, nc. Mon Mar 31 age 1 3 1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:5.5 T 5.00 12 2 1 4 1-0-0 i 2x4 = 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 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min 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 = - 1 7/Mechanical, 2=177/0-8-0, 4 = 9/Mechanical Max Horz 2=45(load case 4) Max Uplift3 = -21 (load case 5), 2=-117(load case 4) Max Grav 3=26(load case 4), 2=177(load case 1), 4=90oad case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3 and 117 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 iVmmm - VerVy design paranwten and READ NOTES oN Tms AND REVERSE SIDE BEFORE USE. e 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 ver9cally. 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 br'acing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property e J2 J3 Ja TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each2 other. Cl WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of a y o u _ at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chords licesP C, c66 o at I/4 panel length(+ 6" from adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J 18 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FOR M018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke HYMMA/R O 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised In handling, TM erection and insdallation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. r20+f s Job Truss Truss Type Qty Ply D R HORTON 14673753 DR1965F S ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:34 2003 Page 1-5-0 5-3-5 9-10-13 Ii 1-5-0 5-3-5 4-7-8 Scale 1:18.5 Ig 3.54 12 3z4 3 2 8 2x4 II7 6 5 3A = 2A = 5-3-5 9-10-13 5-3-5 4-7-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=308/Mechanical, 2=514/0-11-5, 5=429/Mechanical Max Horz2=228(load case 2) Max Uplift4=-249(load case 5), 2=-217(load case 2), 5=-123(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-3=-1070, 3-4=64 BOT CHORD 2-7=1001, 6-7=1001, 5-6=0 WEBS 3-7=166, 3-6=-1069 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift atjoint 4, 217 lb uplift at joint 2 and 123 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-74.0 Trapezoidal Loads (pif) Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5=-49.5 Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.#6634 1 AWARNINO - VsrVy design parameters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. now Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- — designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSO-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendationavailable from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 44 to- Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and sec urely seat. O Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4011" continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, TM erectiort and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. n ;I2 Job Truss Truss Type Qty Ply D R HORTON 14673754 DR1965F S1 ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 91 11:05:03 2003 Page 1-5-0 1-5-0 1-5-0 1-5-0 Scale = 1:5.4 4 J 2 3.54 12 c V 1 4 1-5-0 2A = 1-5-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.02 1 >887 BC;aL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 oc purlins. BGT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-40/Mechanical, 2=193/0-8-0, 4=6/Mechanical Max Horz2=47(load case 2) Max Upliff3=-40(load case 1), 2=-175(load case 2) Max Grav3=25(load case 4), 2=193(load case 1), 4=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-24 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 175 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (plo Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 i ti . AWARMNO - VerVy design parameters and READ NOTES ONTMS AND REVERSE SIDS BEFORE USE. Design valid for use only with Mfiek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllty of the elector. Additional permanent brlacing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erecflon and bracing, consuR OST-88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Rocommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 'A" 0 Q For 4 x 2 orientation, locate 0 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. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING VnA Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N M! 0 MiTeke HY®Rd-AIRO 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 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional . engineer, 15. Care should be exercised in handling, TM erectiorrond installation of trusses, PANEL CLIP © 1993 Mitek Holdings, Inc. s. 0 0 I M CD A 7 M L L K K A9 A11 A13 A15 A17 A19 A A U A 1 A Ly A1 o W I A A I A A A A A 14-0-0 BRG. IN ENTRY 14-0-0 A2 CLG. A2 — VOLUME AG1 I CLG.' CG 20-0-0 5-0-0 15-0-0 1 V1rAR-NfNIC: ALL BEARING WALLS TO BE PLACED — —IJL 1 PLY HGR. — REVIEW ALL SPAN DIMENSIONS--BRG. WALLS i 1 PRIOR TO SETTING TRUSSES.. r1- C. 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS WALLS SHOWN ARE TO BE BEARING .—a L 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER: DR1965F DATE: 8-6-02 PITCH: LOAD:SHINGLES CU SPAN CUSTOMER:D R HORTON S H: 12" C BY: T.H JOB NAME: MODEL 1965 "D" ELEV. BRG: BLOCK M I A M t-OADE PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Eiitry Systems 911 E. Jeferson, P.O. Box 7.6 Pittsburgh ,KS 66762 141(AMI-DADE COUNTY. FLORIt METRO-DADE FLAGLER BUILD11 BUILDING CODE COMPLIANCE OFFU METRO-DADE Ft.AGI.IiR BUILDr 1.10 W1:S't' FLAct.CR s'I'Rl?6T, sure. u MIAM1, FLORWA 33130.11 105) 375-2901 FAX (305) 375-25 C:UN'1'INC'CUtt LICENSING 1I:CT11 303)173.2327 FAX(M)375-:: CONTMU1'01t 1:\'FUIRC1:,111?w'r DINTS11 US) ]75.2946 V,AN (103) 373-:' PttUUUC: r CON'!'ltOt, Uti'I t Your application for Notice of Acceptance (NOA) of Entergy 6-8 S-W/E Inswing Glazed Double whidclites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely descl ibed herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t: product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend t 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 Floc' Buildin, Code. The expense of such testing will b- incurred by the manufacturer. -ZIA ACCEPTANCE NO.: 01-031 4.25 EXPIRES: 0.1/02/2006 Rani twariguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND CENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONIN11TTEE This application for Product Approval has been reviewed by the BCCO and approved by the Bu'lldi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. APPROVE D: 06/05/200 i Francisco J. Quintana, R.A. Director Miami -Dade Count), Building Code Compliance 01'11c 0fy OF FORD Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 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), 1924 Edition for Miami-[ County, for.the locations where the pressure requirements, as 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-!V/E Insiving GIazed Double Residential Insulated Steel Doors SideIites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-ENV-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Cot Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active lcafo this approval. 3.2 Unit shall be installed only at locations protected by a canopy or ovcrhang such that the ang!c between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are desi,mcd to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hum( Pi otection system. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRENIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1,2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1,3 Any other documents required by the Building Oflieial or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this system. Mane l [ crcz, P.E. Product Co ro Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 001 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 the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and 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 proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other 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 Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCEIP''ANCL: Manu Pcrcz, P.E.; Product Conte ram Prndu LCo'ntml nivitinn Glazed Units C0P•WL•MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing X 1 1I 2'0" COP-WL-MA0141-02 Eff R.Py IIr 02-0419.08 Application Filed) I• 1 52.0 I. NO 2'6" 2'8" 2'10" TO" 3b" Not Listed Not Listed XO, OX, OXO j i 2.8..+1.0" COP-WL-MA0143-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO J I 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 112" 1'0"+2'8"+IT 1'G" - 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" 3'0" + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 I NO I I 2'8" + 2'8" 210" + 2'10" TV + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2.10" + 2'10" + 2'10" 3.0" + 3'0" + 3'0" + 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 Masonile 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 b geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, s'.ate or local bui'ding codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, n2 O aWaff AR4EW 11 If Y.k C: 1. A AS kK'I'KY IIC.nµc Mn.T•....rN F-b rtt.•En" Door. Api 1 29. 2002 Ou tpnpnw.^n, puprmn of pYun nnpro.TnKM M3keS IkCif otmn. Ctipn Intl PodoD od-AI subictj 10 fharve WOO.[ aWict. Y D r• Masonite I n Ornternational Corporation Glued Units COP-WL-MA0100.02R FIBERGLASS DOORS 6'8" Height — Outswing t X t t 2,0,• e tMiarnioatfeecco 02-0418.03 COP-WL-MA0161-02 (Application Filed) opialing 55.0 t. •t NO 2'6" 2'8" 2'10" TO", 3'6" Not Listed Not listed ilviumplest 26"+1'0" 2'8" t r 2-1 J—•' + 1'0" _ TO" +17' t COP-WL-MA0163-02 i.t i 02-0418.03 Application Filed) i• t 55.0 NO X0, OX• OXO 1 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Applicalion Filed) 55.0 NO 1 ' IT + 2'10" + 1'0" 17' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6' r 2'6" 2'6" 2T+2o +2'8 21 G" + 2'10" + 2'1 G" i TO" + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0162-G2 02-0418.03 Application Filed) 55.0 NO 2'8" + 2.8" 2'l0" + 2'10" TO" + 3'0" i 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" +2'l0" + 2'10•' + 2'10"— TO" + TO" + TO" + TO" 1oL . 1. Dccr a. rangernents using fewer panels than wha! is shot•: ( in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite 1n!arnational websile (www.masoni,e.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 ocher 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 OCCO protocol PA201, PA202 & PA203. LJ d k Gl I t ARTE i .v.. ,, r.f ; s h-'t'NY UOONS eb.4-4 Fs.f• tnh o..: Anri i0. NO2 o.uy o.... Out 5-1WI-0 grogrMd of PWo o .Torovmhm males $oe titioGom. design and oroj.cl Masonite drtiif ;c•=ioCl to Change .AthM.t rouce. Glazed Units cor•wL-ma0109-02 FIBERGLASS DOORS 8'0" Height — Inswing I'singles, X 2'0" i COP-WL-MA0146-02 il' Occo 02-0423.01 Application Filed) I• , 40.0 NO c'61, TV 2'10" — 3'O" 3'6" Not listed Not Listed 1' Ioffr., 2'8" + 1'0" 1Miami-Bade COP-WL-MA0148-02 I 02-0423.01 Application Filed) I , 40.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + i X,,. Ox, CX0 1'0" + 2'8" + IT COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO I 1 1'0" - 210' + 1'0" 17 + 2'8' + 1'2' 1'0" + 2'8" + 1'0" 1'0' + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17'+TO" +1'2". 2'6" + 2'6" + 2'6" TV + 2'8" + 2'8" 2'10" + 2'10" + 2'l0" 3'ii'+TO" +TO" I XX, OXXO 2'8" + 2281, COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO 2'8' + 2'8" 2'10" + 210" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6' COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2.8" + 2,8" 2'10" + 210" + 2'l0" + 2'10" 3'0"-+ 3'0" + 3'0" + TO" Motes: 1. Door arrangements us'.rg 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. lnsta:'ation instructions are available from the W.ason a International website (www.masonite.com) or from the technical center. Acttia; d_'sign pressure requirement for a spacilic cuild!ng design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builaing codes specify the edition required. 5. Masonite International structural, cyclic, air, water, (orced entry/or Impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak ram, AREK," w... a. I: NTkY 0001;t NJ.-T..Iv.J f.p.•JI\,1G , D_" A; J 2 ), ZM2 Ga G.aa,;rl( yrc; if.1C VIOGon if6 r0ap1r01 HIrS succai;.;:m•s. crsgn ::a clxaa nd s!.,Jrl . ;ct z ,,,hcu; n\!i•:r. r. rlu4rrl, from Masonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing X 1(width) 2'D" leimugg 1 COP-WL-MA0166-02 11' I 02-0423.03 Application Filed) t• 1 47.0 1. I NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed6Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" aftM.-Imr4flimmm COP-WL-MA0168-02 W : I 02-0423.03 Application Filed) I OP Ratring 47.0 Impact Rate j NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17' 3'0" + 1'D" 3'0" + 17 17 + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 17 + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + IT 1'2" + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" 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" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201 PA202 & PA203. O akcraff AR ERAIVIIWX f.cl"trrely lr""• If< cd 1111Nr —5s F.N"r c000M5 Ne"-T...— r2.rrl.0 Envy D—APO O.. r D• ElOw® 02Z 1 . in conewhpprogram o, product enmwcmm, makes spfnifinlbrn. Oespn and paduct Masonite International Corporation dead$ 01Kl 10 change ahow nonce. Opaque Units COP-WL-MAO100.02 z FIBERGLASS DOORS 6'8" Height — Inswing COP-WL-MA0101-02 01-1031.01 76.0 NOX 2'0" 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples (widlh),,t., 2'8" + 1'0" COP-WL-MA0103-02 02-0109.10 Application Filed) i• 55.0 NO 2'8" + 1'2" 2'10" + 17 2'10" + 17 37 + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 'IT COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 17' + 2'8" + 1 "L" 17 + 2'8" + 1'0" 17 + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" XX, OXXO 2'8" + 2'8" . COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 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" + 2'10" + 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 BCCO protocol PA201, PA202 & PA203. O akcraff AR 0 EK'" l:,,.inaotc, FI.—C,..SS.s 1-T—^00oks E_ D_ Awl 29. 2002 Ow cont-nu,ng orognm of DroduO Moro—tM mates "ecificatons. des,gn and aroduo aeUa suo,en 10 mange wdnoul na1Ke aWri.Ny „om m o.. Masonite International Corporation Opaque Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Outswing 01-1031.02 76.0 NOX 27 t7COP-WL-MA0121-02 2'6" 2'g" 2'10" 3'0" 3'6" Not Listed Not Listed 1 . , - 02-0109.09 COP-WL-MA0123-02 (Application Filed) I — Arrangement X0, OX, OXO Multiples, 2'8" + 1'0" 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 17 3'0" + 1'2" 1'0" + 2'8" + 1.0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 17 + 2'10" + 1'0" IT + 2'8" + 1'2" 17 + 2'8" + 'IT 17 + 3'0" + 1'0" 17' + 2'10" + 17 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-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" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. OakWaff ARkEK'" a c cA FIHF,H01..15C E: N'1'NY•nOONS NonT-lM.{- Er"ry Dwn Ap,i 29. 2002 Our cpnunuing Program 01 prOdUU irnprOYNnlm makes specHiUliOns. d[sgn and Product Wad sa/01tc110 ENnge wi1n0U1 .lice. E.<iuv.rly r.".e Masonite International Corporation Opaque Units C0P-WL-MA0100.02 . . FIBERGLASS DOORS 8'0" Height — Inswing 1'SinglesI X 2'0~ 1 1 COP-WL-MA0106-02 O1' 02-0109.08 Application Filed) O•Rating 70.0 1 I NO 2.6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Impact1 NO Arrangement1(width) Masonite1 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" COP-WL-MA0108-02 3'0" + 1'0" 3'0" + 1'2" 1• 02-0109.08 Application Filed) 1 55.0 X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + TV + 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" 37 + 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 & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft AR EK'- FINI:MCi1.A.\.\ F I'KY 11110..% 1 -T--t EewN"E. om., nord 29. 2002 0"1 COniln-0 0109faIn DI P'Ddu l unDlOvtln[nl —k,S loeci C.-S. GeSVI Eno D,00"CI O[Iid 5u01tCi 10 change wilnoul not CC luf rtiy Iron Masonite International Corporation COP-WL•MA0100.02 ° FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing 0" 6" 02-0109.07 X COP-WL-MA0126-02 (Application Filed) 70.0 NOF2'8" 10" 3'0" 3'6" Not Listed Not Listed — — X0, OX, OXO 2'8" + 1'0" COP-WL-MA0128-02 i 02-0109.07 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 210" + 17 3'0" + 17 TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 37 + 1'0" 17 + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 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" + 210" + 2'10" 3'0" + 37 + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.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 6CCO protocol PA201. PA202 & PA203. Oak _raft F,"e."(:,..%S F N'I kY`GOONS ARO EW i-T.- Fbju. E-Doer. ppn129. 2002 0"r comic.^0 oro0,am of proota irnor ern makes specifiolions. Oesipn and produce Masonite International Corporation dnau'ubint to Chanife "ithoul notice. Unit 6- TYP. I. UNIT 8'0" UNIT 15116* 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 114" SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA 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 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 d8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. April 29. 2002 — o.•,r o.•.. 0urcom,n-g0,o0ramm arodua smilK,wl. MdSOnite International Corporation aespn aoa a'odun Ohow notice. 4 XO or OX ' "'' Unit E SINGLE DOOR WITH 1 SIDELITE 3- 6• 6' CL TYP. TYP. TYP. TYP. t UNIT 87 UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. r 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rougb Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t f r r T r r Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16'`Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & 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. WV Alms 29 20,32 Masonite international Corporation N, mad.an, w wwon , :rs.onnn n,>EEy sucn,Kmom. dtipn anc J'ViceO aaad 50"a 10 cWgc -Mu. ndl¢C. OXO tlltr t Unit ' SINGLE DOOR WITH 2 SIDELITES P. TY TYsP. CL TYP. TYP. 6- TYP. 6' 8" UNIT 8V UNIT 13-15/ 16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/ 2" long screws per location. I I Imu t 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t t t t T r r r' ' Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. V1 F.<Ivt rely from Aped 29 2002 Masonite International Corporation N, W a-m n anC u uoun aenu suU'- n:runye wnnoul,nal4c. oxxo rfff f Unit r DOUBLE DOOR WITH 2 SIDELITES b CL TYP. TYP. 1 1 1 3• TYP. TYP- 1 / / 1 / l 1 ll Il 1 11 11 1 11 11 1 1TYF r6'r 13- t t t t t r Win -,ITITat 1 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'e• UNIT 5/16' 17-118• MAXIMUM ON CENTER TYP. E Rough Opening,1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 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 N8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. jr,, E.tlurir<ly Irom April29.2002 Masonite International Corporation Our ea Ii-ng Drogram 0I D100u0 -0101 1 makes SD-1-110n5, des, ana D,00,Cl de,j SvaIeO to mange wAho,t nol, XX Glazed Inswing Unit APPROVED ARRANGEMENT: Os2 r COP-WL•MA0142.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beep 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 °111 00 00 00 H 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n0 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be usea in the following door style: Eyebrow 5-panel with scroll. Oak raft AR k EK- LIULRC: LASS L:N'I'ff ' ----I-..T..—F—,.0 fl ryD— April 29. 2002 Our Deogram or Urodun w^YDvemml mates sDeC,liCjrans. design and D,DODn detail sublcn to Change wi1d0ur Wlf g a rDeEl Masonite International Corporation XX Glazed Inswing Unit COP-WL•MA0142.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0CI0a ~> 1 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK'" E..iur,.eryr t. F—C.'e—IN r`N 1N1'Ur1UN] April 29.2002 Our commu,n9 m oro9ramororoducloro—enI T.. w.ea EA.g-6nq Door makes sottAications, design and product Masonite International Corporation derail S^,C, 10 "and, witlrom nor-. XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 . COP'-WL-MA014302 s , FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Single Door with 1 Sidelite Maximum unit size = 6'0' x 6T Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 On a0 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: o 00 00 o a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass +d may also be used in the following door style: Eyebrow 5-panel with scroll Oak raff AR k EK- FIB—.:l All 1:-1 *00-1 wo,.T..u,r•GEN«Nan E.1,TDmn yln d Apn129.2002 Masonite International Corporation dw conrm.,m; ; •OQ'dm ul DIM., mio, 0+enlenl n.)r_eS SDfC,I,CJIgnS. o—on D,-0 , ruCl aeu, w e: is c-anye wnno nonce. XO or OX ' '-02 Glazed Inswing Unit . r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 00 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff AR k EK" rn[ia.n>s [.0 us unnK, Non-TowrW r4erau 6rtq Oows April 29, 2002 Oul Cont,numQ ogram or prooul7 inprorlmtnl mikes spmollplions, pes,gn and proouol Jru•i s,,eu io c pnpe -how Donee Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: tC O_ x p iX 0 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 3'0" x WK. Single Door with 2 Sidelites Maximum unit size = 9T x6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: 00 00 00 00 00 D0 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 D0 00 105 Series 106, 160 Series- 129 Series' 12 R/L. 23 R/L, 24 R/L 107 Series- 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5 panel will, scroll. Oak raft AR k EK'- Se ..,.,1. 'I e.,l u.aJ 1 1ULNl:IA\1 l:Nl'N 1' UE11)N1 Na T.a,M FperrYu EnNr Daw, C,'YIA- L dp April 29. 2002 Masonite International Corporation bu, Cd—,D D m 0D DI p,.OVCl -1)10.emenr mates SUKOK31-5. 0es101 and D,DODO dell" SUDIf[I 10 CDDnpe -1M.1 Ml e. OXO Glazed Inswing Unit COP-M-MA0144.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 77 S v1> M an an 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. - License Number 56533 Oak raft AR k EK" 1:1BLK(;LAS.% LN 1K1 000— Non -_ Envy DoorsApril 29.2002 our EDnliftfto DroUnm of DrODUct n DrOvem makes smiticalions. Oesion and owi Oelail SuDIen IO CDaNe wiIhOUl n01itt. E.<luf vely 1,om Masonite International Corporation OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: yid 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 = 127 x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local buildingcodes 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 a0 o0 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n n m m n a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. O-ak raft RA - EW I:III,LM(;L\.ti.1 l:N'IKY DOORN T.—d FE S4.. Fnve Dow. /-/D/x a / e, April 29. 2002 Ou• Masonite International Corporation Our coal w.ng program of proovn d D,ovemem makeS spmst"i1 ns. de gn Jnd prDOuCI pel]d SUD1eL1 I. CNnpe WIIDDuI nO,K OXX0 COP-WL-MA0145.02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a oa an - 404 Series 410 Series 109 Series 114, 12.0. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: Y 129 Series 200 Series 12R. 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EKr• r rerugn>5 [nrki uurrK. r.o..-T...... Ea..pau Er'omn April 29. 2002 par G tnn nrr orogram or Droduo . Drovemem makes SDeC11K31*M. detipn and oroouct detail Subject to flange without no v' E.r,,...,, rr•m Masonite International Corporation XX COP-WL-MA0147-02` g Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: O Y i O 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". Double Door Maximum unit size = 67 x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: MM 00 0o 822 Series 1/2 GLASS: 0 108 series O akcraff AR I EK'• om COULNCLA.C1 LNI'KI UUUN] ebn.t..u.... F'pwNa..EwrDaon x r.' / o.• El April 29,2002 Ow com.w,,C anogu of g,00uct ma.o.emem makes sptt lrcmroms. oeslgn and orooua Masonite Internal ional Corporation 61W suoi[cl W cn.ge ...now mKe. XX ' ' ' 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, 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). E/L' State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 4 EWI'c. r lI \I UI NI:I•\.\.i LI-Nl -"I-I -Tr.w Env, Doo.+ April 29. 2002 Our cominu.n0 propnm Or DrO0ucl unor emenE —k1S spttilicAl S. dlSiQn 1n0 Dro0ucl Oel2il Sub,,c' t0 cNnpe srho., nouce r,' En,lutirely I+om I UYI Vi,. /i, a O Masonite International Corporation or • COP-WL-MA0148-02 ' Glazed Inswing Unit APPROVED ARRANGEMENT. 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unitsize = 67x 8.0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: DAD 00 o0 822 Series 1/2 GLASS: 00 404 Series - 108 Series Oak raft AR k EWN.. Now-T.. u.r.O F.e..N». EwvY Goon Oo Apnt29.2002 Masonite International Corporation dur conenm^0 moe,am of Mooun m+o o.e^+fnl ma4es sOCW4mam. Oes O^^o monou aei•1swreci io cn np¢ «nno l ^slat XO or OX ' '' ; Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: C7 810 Series 300 Series APPROVED SIDELITE STYLES: Ais a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-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 Cade, Chapter 17 (Structural Tests and Inspections). X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ARk EK'- I. Ta cJ HOL-mLASI LNI.Y`I) O-S Nor.-T..—f,_'..vEnv,0— April 29. 2002 Our '0n,n np prppgm or p,oau l mp,ovemenl males OtsiQn 3e0 prod t Oelaa sUelfCr 10 ChanQe wilnpul COI Ce. rlufirrlr liam f- m o.• Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: COPVL-MA,01.49.02 810" FIBERGLASS DOORS O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size = 97 x 8.0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. - Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot aspecilic 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 beerl 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: 00 00 822 Series - 1/2 GLASS: 00 404 Series Oak raff AR EW 11U1: Nf:LA\.1 l: N'EN 1' I)1)f)M —I.. o.nO E{.,—Em Do April 29. 2002 Oul Con""ng DlDgla111 01 P1001 I mpfoven)MI roake5 SDeCi6Cal,onS. 0eS Q0 and D'OduCI detail SUDO to Change wdhoul nol•Ee. 0 108 Series i •/ / Errlurrrely erom r /IUYIv r../i. 0 O••• r o0 Masonite International Corporation OXO Glazed Inswing Unit F 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 4'?q 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms t0 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 4 EWWr. u l-gain-re.rurc.l F'"C961nS1 E: rN OOONS F T..e.r.d F-1—Enrr,DD. April 29. 2002 Our CDmmuinD Dropram of produCl Mnprovemenl makes SDebkalions. OeSipn and D(MuCI Masi Subj Cl 10 Cnande WOW noliCe. E.clu.irelr Irum ff/--JPRE/i'`'.^e?G.-,a,;. ail% m O.+ Masonite International Corporation oxxo Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: x 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size =12T x 87 Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-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: 010 0o 00 822 Series 1/2 GLASS: 00 404 Series O ak raft _ AR 0 EK" 111111 tt-ASS LN I kl'TUDI)N.5 Nw.T.. e.red F-1—En1y D. April 29. 2002 Our conlmmng Drogram Ot product —workmen makes sDK4i0h0m. design and product dead Suneo to change wdnoul nonce. 0 108 Series E.clulirely IrOm PREMaW,,/1--. ,,1 (i Masonite International Corporation OXX0 COP-WL-MA0150 l Glazed Inswing Unit t 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY• STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 4 EWI.. 'le ...1 1:1 ISLNc:LA`iS IN t N1 0110Nti i—T..w.ea EL grE.., D. APO 29. 2002 Our cunt""' Urogram of product -01-emem makes sDeciticai ons. design and p10duci detail suniea to change wnnout nonce sRCC..'' (. tlurivelr tro n // Ln m o. r Doe•. Masonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT. k O i> a 6OPVL-MA01.62-02 ; FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for aspecific building design and geographic location is determined by ASCE 1-national, state or local building codes specify the edition required: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ° a 00 00 00 0o 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. O akcraff AR 1 EK'" E.<lu .IY I.om I '1 . Tr.l llIlll; N 1: L I II L:'1'H 1".1110) N tbn.Te.w•eO EOerElau E.", 0- PREMMn6.,111.i:. J April 29, 2001 0,- 11-npp1owamofp1W.. o.emmlmoh<ssD-1-1mns.daignanoprooucn Masonite International Corporation of ., Sub, f 1p CndngE wdnoul nol XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS:. FULL GLASS: fa. 'ice 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold.. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EW FIULROLASS LN'1'NI ,UO, N Non-T--dF—t—Env,D.- April 29. 2002 Our DOnnnump DroOnm 01 Dr.du imWmtnl —kin SDw iCMiO . OdSgn 1n0 Pli,d I D11b1 wnRo io 0191 _.n ' n0111 PREMf:a' Zf ,.ii..,;, Masonite International Corporation XX COP-WL-MAOi67-02GlazedOutswingUnit APPROVED ARRANGEMENT: 81011 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 = 6'0" x 8T Design Pressure 47.0/-47.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed - see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: oa 00 822 Series 1/2 GLASS: as 404 Series O ak raft AR 4 EK" H ULNGLn SS LiN'f.y 0.11-1 t.bn-T .wn<F-,,.., Envy Door Apnl 29. 2002 0u, CO hnyrn0 p,o9,am o1 0,00vtt anO,OvtmfM mJECS SpCC hCllgnS. oe5 dn aid p,odvGl delad Su01CC1 toCh)npt without not- _ 108 Series f.etuf+ely Isom Masonite International Corporation 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-LAG SCREWS. -- OPENING HEIGHT NOT OVER DOOR HEIGHT) 16'X7' (4 BRACKETS) 1— L 9.X7' (3 BRACKETS) 5" 1 FOR 16' X 7' USE C 1/4" X 3/4" HEX HEAD SELF 6 DRILLING SCREW TT DETAIL D 2" 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4"-20 X 5/8" TRACK BOLTS. 63" (16' X 7') 42"(16' X 7') 54"(9' X 7') 21 "(16' X 7' 33"(9' X 7') 20 GAGE END STILES — FASTENED WITH TOG—L—LOCS TO PANEL. 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 TEST PRESSURE WIDTH HEIGHT POSffNE NEGATIVE POSITIVE NEGATIVE 8'-0" T-0" 32.8 37.4 9'-0" 7'-0" 29.1 33.3 43.7 16'-0" 1 7'-0" 23.6 1 —26.3 35.4 1 —39.5 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735- 19-1 /2", 21 "OR 24" HIGH PANEL GALV. AND PREPAINTED STEEL 26 GAGE FOR ALL MODELS EXCEPT 24 GAGE MODEL 750 1 2" T X 1/2" LONG 16GA. GALV. STEELkGEBOLTkNUTTOPBRACKETWITH 14GA. ROLLER HOLDER WITH 2 FASTENERS. 5 STRUTS 3" 18GA WIDE 1/4"X 3/4" LONG HEX HEAD SELF SEE DETAIL A) SCREWS.. DRILLING 2 PER VERTICAL STILE) OPTIONAL SSB GLASS LIGHTS CENTER STILES 5 COLUMNS) ALTERNATE CONSTRUCTION CENTER HINGES USING (2) STRUTS A (3 COLUMNS)--- 7, 7, 16' X 7' DOOR 2" ROLLER WITH 7/16" DIA. LONG STEM. B B TIRE: STEEL 10 BALL. 8' AND 9' WIDE DOORS 2" ROLLER WITH 7/16" DIA. SHORT STEM. TIRE: STEEL 7 BALLJoSEEDETAILCA 16' 4"X 16" AIR VENTS (DOUBLE CAR) ALTERNATE CONSTRUCTION 14 GAGE GALV. HINGE ATTACHED WEITH EL EN OR (4) REQ'D. OPTIONAL SSB GLASS LIGHTS USING (2) STRUTS. 1205) SCREWS. SEE DETAIL C. TOTA SQ. IN. MIN. TOTAL OPEN AREA) 4 STRUTS A OPTIONAL, 3" 20GA WIDE SEE DETAIL A) 4"X 16" AIR VENTS PTIONAL 2) REQ'D. 60 SO. IN. MIN. B B TOTAL OPEN AREA) OPTIONAL - GALVANIZED STEEL STRUT. 7' ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 9' 20 GAGE END CAP (SINGLE CAR) CENTER STILES &CENTER 20 GAGE END STILES HINGES (1 COLUMN) 2" 1.25" 1-3/8- POLYSTYRENE INSULATION © OO t o OPTIONAL FOR MOD. 724 AND 730 O uit 73 GAGE GALV. STEEL BOTTOM BRACKET 0 tATTACHEDWITH2FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. -- 2.75" — LH. DETAIL A 3' 20GA WIDE STRUT FOR A 16' X 7' DOOR USE ONE DETAIL C 3" 18GA WIDE STRUT SECTION A -A EXTRA SELF DRILLING SCREW THROUGH TOP 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' RQOF 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 SAME CONDITIONS. .THE INCREASE IN DOOR STRENGTH IS GREATER THAN 'rHE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. LEAF OF HINGE, END STILE, CAP AND RAIL TYP, 6 PLACES, AND USE LONG STEM ROLLERS. 1 NOTE: ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE 1/4-20 X 5/8" HEX BOLTS k NUTS OR 1/4" X 1/2" LONG HEX HEAD SHEET METAL SCREWS. i G 2422 3 5 02 KDD F 2413 1/25/02 WILLIAM T. DEIAANN P t E 2137 2/9/00 Consulting Structural Engineer. `• D 1724 6/24/97 1140 Anderson Street C 1549A Clermont, FL 34711 B 1549 352) 242 0100 A 1449 9-8-95) 1366 11-01-94)(SCATES; NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC REV. E.C.N. DATE APPROV, LOCK P.O. BOX 13858 77 MAUMELLE, AR. VV 1LL JLLS®R DOOR 72113 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: g 101993-8, 9 WINDLOAD RESIDENTIAL STEEL DOOR O TOLERANCE FOR SBC 100 @150%_ MPH, FBC FRAC.t1/64DEC. f .015 NEXT LEVEL DATE: DWG. NQ. ANG. t 1- 9/14/94 99-B-033SCALEPLOTSCALEDRN. BY SHEET 1 OF 3NONE1=1 GDR OPENING HEIGHT NOT OVER 13 GAGE MIN. GALV. STEEL 1/4" X 1/2" LONG USE FOUR TRACK SPLICE OR FLAG BRACKET. CARRIAGE BOLT & NUT FOR 16'X8' FASTENERS FASTEN TO WOOD JAMB WITH 16GA. GALV. STEEL ON 9'X8'. RAILS 5/16" X 1-1/2" LAG SCREWS. 0 r TOP BRACKET WRH8 STRUTS - 14GA. ROLLERFOR18' X 7' HOLDER WITH 3" 18GA WIDE 2" GALV. STEEL & 18' X 8' USE 2 FASTENERS. O (SEE DETAIL A) FOR 18'X7' & 18'X8' VERTICAL TRACK 1/4" X 3/4" SEE TOP BRACKET13GA 18'X7') HEXDRILLINGSCREWSELF DETAIL DON PAGE 3 USE TWO EXTRALOCK OPTIONAL 18'X8') X 8' & 10' X 8' DOOR SELF DRILLING 00 63" (18' X 7') 72" (18' X 8' 72" (16' X 8' 72" (10' X 8') 54 S18' X 7' 63" (18' X 8'3 63" (9' X 8') 42" (18' X 7') 48" (18' X 8') 48" (16' X 8') 48" (10' X 8') 33- (18' X 7 ) 39" (18' X 8') 39" (9' X 8') 21 " 18' X 7' 24" 18' X 8' 24" (16' X 8') r 24" (10' X 8') 15"(18'X7') 15" (18' X 8') 3/4" POLYSTYI INSULATION STANDARD FOR MODEL 735--% 19-1/2", 21' OR 24" HIGH PANEL GALV. 2" ROLLER WITH 7/16" SCREWS THROUGH TOP AND BOTTOM SEE DETAIL DIA. LONG STEM. USE ONE EXTRATIRE: STEEL 10 BALL LEAF OF HINGE LH. SELF DRILLING18' X 7' & 18' X 8' DOOR 2" HURRICANE ROLLER AND END STILE, ON 16 X8, 18'X7' SCREW THROUGH WITH 7 16DIA. 18'XB' . TOP LEAF OF HINGE ON 10'X8'. LONGSTEM. TIRE: STEEL 10 BALL 9' X 8': 10'X 8' 20GA. END CAP, NO RIVETS. 9'X8' 2" ROLLER WITH 16' X 8': 16GA. END CAP & RIVETS. 7/16" DIA. SHORT STEM. 18' X 7' & 18' X 8': 13GA. END CAP & RIVETS. 14 GAGE GALV. STEEL END HINGE ATTACHED RAIL WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. e 20 GAGE END STILES 16' x8• & te'xaDETAIL C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE 0AD PRE- 9' X8' (3 BRACKETS) 16' X 8' (4 BRACKETS) PAN2^ GALVANIZED STEEL STRUT. INTED STEEL ATTACHEDWITH1/4- X 3/4" 10' X 8' 4 BRACKETS) 18X 7' 7 BRACKETS)) 26 GA. ALL LONG HEX HEAD SELF 18' X 8' 7BRACKETSMODELSEXCEPTDRILLINGSCREWS. 20 GAGE END STILES - FASTENED 750^• MODEL (2 PER VERTICAL STILE) WfTH TOG-L-LOCS TO PANEL OPTIONAL SSB GLASS USE END CAP OVER END STILES. INSULATIONOPOLYSTYRENE ORNAL (SEE DETAIL A)` ETAIL C) (SEE DFORMOD. 724 & 730. r 13GA. GALV. STEEL 4"X 16" AIR VENTS 1 I BOTTOM BRACKET S2) REQ' D. B 1 ATTACHED WITH 3 60 SO. IN. MIN. 2^ FASTENERS (76'X8'). TOTAL OPEN AREA) 18 GAGE GALV. STEEL CENTER HINGE SECTION B-B 4 FASTENERS (18'X7' 0 18'x8'). 2 FASTENERS (9' X8') AND ( 10'XB'). ATTACHED WITH 4 FASTENERS. 20 GAGE GALV. STEEL CENTER STILE SECTION A A ATTACHED WITH TOG-L-LOC OR POP RIVETS - - 1.25" 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 3" DOOR SIZE DESIGN PRESSURE R TEST PRESSURE WIDTH HEIGHT POSITIVENEGATIVEPOSITIVE NEGATIVE 9'-0" 8'-0" 25. 5 29.1 38.2 43.7 8'-0" 33.0 36. 9 49.6 55.3 E18'-0" 8'-0" 24. 3 27. 3 36.6 41.1 8'-0" 27.3 30. 7 41.0 46.0 7'-0" 27.3 30. 7 L STRUTS --, 3" 18GA WIDE SEE DETAIL A) LOCK OPTIONAL- SEE DETAIL C- 4"X 16" AIR VENTS 4) REQ'D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL ALTERNA CONSTRUCTION USING (2) STRUTS. /" OPTIONAL SSBGLASSLIGHTS18' ( DOUBLE CAR) 4"X 16' AIR VENTS 4) REO'D. OPTIONAL 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL SSB GLASS LIGHTS-i 16' (DOUBLE CAR) OPTIONAL SSB GLASS 3- 18GA WIDE SEE DETAIL A) 4"X 16" AIR VENTS 1 B g' 2) REQ'D. B 60 SQ. IN. MIN. 4 I TOTAL OPEN AREA) 91 CENTER STILES & CENTE (SINGLE CAR) HINGES (1 COLUMN) OPTIONAL LOCK 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. 2.75" -- v G 2422 3/5/02 KDD D ETAI L A 3 p/ F 2413 1 /25/02 3" 18GA WIDE STRUT WILLIAM T. LINDEMANN PE- 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 SAME CONDITIONS. THEINCREASEINDOORSTRENGTHISGREATERTHAN' THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. Consulting Structural Englllser= 1140 Anderson Street Clermont, FL 34711 352) 242 - 0100 E 2137 D 1724 C 1549A B 1549 A 1449 1 366 NOTE: GLAZING DOES NOT SATISFYIMPACTDEBRISREQUIREMENTSINFBCI REV.1 E.C.N. 6/24 B CENTER STILE ( 7) COLUMNS CENTER HINGES (5) COLUMNS ALTERNATE CONSTRUCTION USING (2) STRUTS e B CENTER STILES () COLUMNS CENTER HINGES ) COLUMNS ALTERNATE CONSTRUCTION USING (2) STRUTS.- 7. B CENTER STILES & CL3, (SINGLE CAR) HINGES (1 COLUMN) OPTIONAL LOCK P.O. BOX 13858 MAUMELLE, AR. 17jjffDS®R I® R 72113 1(501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: G 101993-8, 9 WINDLOAD RESIDENTIAL STEEL DOORO FOR SBC 100 @150%_ MPH, FBC 9-8-95) (!¢.6..4. 4 I I NEXT LEVEL I DATE: I DWG. N0. 11-01-94) (SCAMS) 9/ 14/94 9 '-B-033 DATE APPROV. -- SCALE PLO' KALE DRGDR SHEET 2 OF 3 13 GAGE MIN. GALV. STEEL TRACK SPLICE FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2" LAG SCREWS. J( 2' GALV. STEEL ( U VERTICAL TRACK FOR 18' X 8' USE16GA. (16'X8') 1/4" X 313GA18'X8' HEX HEAD SELF DRILLING SCREW DETAIL D I 1 I63" ( 1 OPENING 63" (9 HEIGHT NOT OVER DOOR 48" (18' X 8') HEIGHT) 48" (16' X 8') 48" (10' X 8') 39" (18' X B') 39" (9' X 8'). 24" (18' X 8) 24' 16' X 8' VXl" 24" (10' X 8') 8') 72" (18' X 8') 72" (16' X 8') 72" (10' X 8') X 8') X 8') 3/4" POLYSTYRENE INSULATION STANDARD FOR MODELL7735-\ G 19-1/2": 21' \ OR 24" HIGH PANEL GALV. 13 GAGE GALV. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER HOLDER IS TURNED DOWN. DDNOTE: 16' X 8' USES TOP BRACKET ON SHEET 2. 16' X 8' & 10' X 8' 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 9'X8' 2" ROLLER WITH I7/16" DIA. SHORT STEM. 14 GAGE GALV. STEEL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. 16'X8' & 18'XB' POP RIVET TOP AND BOTTOM OF ENDCAP/ TO END STILE J AND PRE- 2" GALVANIZED STEEL STRUT. 9' 8' (3 BRACKETS) 16' X 8' (4 BRACKETS) PAINTED STEEL ATTACHED WITH 1/4" X 3/4" 70 X X 8 4 BRACKETS) 18' X 8' 7 BRACKETS)l 26 CA. ALL LONG HEX HEAD SELFMODELSEXCEPT2DRILLINGSCREWS. 20 GAGE END STILES - FASTENED 24 GA. MODE 2 PER VERTICAL STILEWITHTOG-L-LOCS TO PANE 750 ( ) USE END CAP OVER END STILES. © 1-3/8 POLYSTYRENESEEDETAILC) INSULATION OPTIONAL FOR MOD. 724 & 730. 13GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2' FASTENERS (16'X8"). 4 FASTENERS 18 X8 ). . 2 FASTENERS (9'XS') 18 GAGE GALV. STEEL CENTER HINGE SECTION B—B AND (1O'X8'). ATTACHED WITH 4 FASTENERS. SECTION A —A20GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS --ITOPANf-- 1 25' ES. 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. TABLE DOOR SIZE DESIGN PRESSURE I TEST PRESSURE WIDTH I HEIGHT POSITIVE I NEGATIVE POSITIVE NEGATIVE 29. 1 38.2 43.7 8'- O" 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 USE FOUR FASTENERS RAILS ON9'XS'.— r USE TWO EXTRA SELF DRILLING SCREWS THROUGH 00 TOP AND BOTTOM USE ONE EXTRA LEAFN HINGE SELF DRILLING ANDENDSTILE, SCREW THROUGH lB 8-. AND LH. TOP LEAF OF 18'X8'. HINGE ON 10'X8'. 9 X 8': 10'X 8' 20GA. END CAP, NO RIVETS. 16X 8% 16GA. END CAP & RIVETS. 18' X 8% 13GA. END CAP & RIVETS. i— RAIL t 20 GAGE END STILES of e DETAIL C OPTIONAL SSB GLASS UGT Io STRUTS - 3' 1BGA WIDE f SEE .DETAIL A) B LOCK OPTIONAL SEE DETAIL C—( ALTERNA CONSTRUCTION USING (1 STRUTS./. B 4' X 16' AIR VENTS 2) REO' D. 60 SQ. IN. MIN. TOTAL OPEN AREA) CENTER STILES s (SINGLE CAR) HINGES (I COLUMN) OPTIONAL NOTE.,ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 3" l/%- 20 X 5/8HEX BOLTS & NUTS OR 1/4" X 1/2" LONG HEX HEAD SHEET METAL SCREWS. 1 9 f — 2. 75" -- 30 G 2422 DETAIL A F 2413 3" 18GA WIDE sTRur WILLI:AM T- LiP u~;1 1e" : OPTIONAL SSB Goss DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Consulting Structural E r'eT E 2137 LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 1 DO MPH, 15' ROOF HEIGHT, ROOF 1140 Anderson Streq, D 1724 PITCH > 10'. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", © 30' ROj)F HEIGHT,. ROOF PITCH > 10, 2' OF DOOR IN END ZONE. CIeTTTIGnt, FL 34711 . C 1549A B 1549 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. A1449DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, 1366 GIVEN THE SAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN YHE INCREASE NOTE GLAZINGDOES NOTSA 15FY IMPACT IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. DEBRIS REQUIREMENTS IN FBC REV. E.C.N. KDD 6' 4' X 16' AIR VENTS IS' (DOUBLE CAR) 4) REO'D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPIONAI. OPTIONAL SSB GLASS SEE DETAIL A) B 4'X 16' AIR VENTS 2) REO'D. 60 SO. IN. MIN. TOTAL OPEN AREA) B CENTER STILE ( 7) COLUMNS CENTER HINGES (5) COLUMNS ALTERNATE STILESNS HINGE ( J) COLUMNSHINGESuslT11(11 CENTERSTILES & c ( SINGLE CAR) 1 HINGES (1 COWMN) OPTIONAL LOCK P.O. BOX 13858 T(T MAUMELLE, AR. VV 11 SOR I®R 72113 501) 562-1872 1/25/02 DELS: - 724, 426, 730, 735, 750, 550 9/00 24/97 fV G. WAS 1993-8, 9 PART NAME: WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 @150% MPH, FBC 120 MPH EXPOSURE " B" V-8-95) 3e.6..6...) NEXT LEVEL PLOT KALE 9/ DATE: DR GDR DWG. NO. 90- B-033 11-01-94) SCATES) DATE APPROV. NONE SHEET 3 OF 3 Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xis PAGE DESCRIPTION DRAWING # / REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 1000 . 2 - 1 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW IPLEX0028 1000 3 INDEX :.MASTER 4 INDEX' . 6 JINSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION FILE NUMBER 2 JINSTALLATION DETAIL WrrAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 „ INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS IFLEX0029 IFLEX0020 IFLEXOO16 1000 11000 11000,1600 & 2000 6 INDEX ,'MASTER 7 INSTALLATION DETAIL W/#8 SCREWS FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 I 1000,1500 & 2000 11000 & 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 1000 1760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1760 & 2000 11 INDEX '. 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW MASTER FILE NUMBER 6 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 IFLEX0021 1000,1750 & 2000 1600,1000 & 200013 INDEX;... 14 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER -FILE NUMBER 6 . . FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES FLEX0027 1HMFINTR 1600,1000 & 2000 1000 / 1500 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011600 18 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1600 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 / 1.500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN 1000 / 1600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 111MFLG 1100011600 22 INDEX ': 23. FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES j1VMHMFLG MASTER FILE NUMBER? ' FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 1000 / 1600 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 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 IFLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES l2HMFLG 1200030FINVERTICALMULLIONSECTIONS / DESIGN PRESSURE CAPACITIES 2VMFIN 2000 31 FLANGE VERTICAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 12VMFLG 12000 Page 1 of 1 milemasters.xls TEST REPORTS Q ALITY WINDOWS BY FLORIDA EXTRUDERS c BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 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-21072089-1 180" 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. BOAFTEST CONCRETE OR MASONRY OPENING By OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE 6 WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) SEE NOTES) WINDOW HEIGHT PERIMETER CAULK — Hr OTHERS ONE BY WOOD CONCRETE OR BUCK BY OTHERS MA'O;4RY OPENING CAULK BETWEEN WOOD iY•OTHERS BUCK L Ma$'Y. OPENING BUCK vID7H I I 4 "IK BY OTHERS I MacycMY SHIM AS PEO'D. DINSTALLATIONANCHORFLANGETYPE1/4- Max. 3116' DIA. TAPCON WINDOW FRAME (SEE NOTES) SHOWN (SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16- DIA. TAPCON SHOWN (SEE NOTE 9) p 1 I L 1-1/44 MIN. GLASS (TYP.) IEMBE'DM E[NT (SEE NOTES) I( 17 CAULK BETWEEN WINDOW FLANGE J t WOOD BUCK N1N AS REO'D. - PERIMETER I/4' MAX. CAULK CSEE NOTES) By pTHERS WINDOW WIDTH , FLANGE TYPE STUCCOWINDOWFRAMEBYOTHERS CAULK BETWEENHEADERWOODBUCK6SECTIONB-B MAST. OPENING BY OTHERS BUCKHEIGHT WINDOW HOT. I K- FLANGE TYPE WINDOW FRAME SILL WINDOW WTH. ELF VATION VIEWED FROM EXTERIOR a Q I SILL STOOL Q BY OTHERS V1Q • pf•• CAULKBETWEEN ' VINDOV FLANGE PRECAST SILL 6 PRECAST SILL By OTHERS V/VULKEM 115 +Y ADHESIVE CAULK - t) OR APROvED EOL. SECTION A -A 0 2 12002 TAPCON LOCATION CHART CALL TIP TO LOCATJONS IN HEADILOCATIONS IN JAMB UP TO QF TUP TO TO ISIZETIP50 -5, Far C. D SOaSF 7 PF 022 74 x 26 C.0 I.J I„I D23 74 x 32 3/8 CA I '.CI,JK.L I;J.K,L D24 74 X 50 5/8 C.0 C.O.E I,JK,L G.MI,J.v;, OJS I 106 1/4 x 38 3/9 I B.C.C:E D.E I I,J.K.LI I,J.K.L A1061/4 X 5 5 B.C.C.: C.C•.E.- I,J.K.L G.HI.J.K,L T21232 ill X3830/5U,L D._E. F J LI,J,K,L LJ I1 t % - B.C.0 I A.' I,J,K,L I TAIII % 50 5/1 B.C.O.E I,J,K,L I,J K,L M2 120X L.IL I,J. ,L I,J,K,I M3 120. X 78 3/e B.C.C.E A.. .D.E.F I I,J.K,I I,J,K.L M4 120 % 0 6 A:B.C.C._.= A...C.O,E.F G.M,I,J.K,L I,J K L 6020 72 X 24 L.V U J I,J 6030 72 X 36 C.0 C,D,E I,J I I.J.K.L 604 7 a C.D C.D.E LJ,K.L LJK.L 76 881X24LJ703084 x 36 B.C.0 r B.C,O.E I,J.K.L I 1.J.K,L 704C a X 4A B.C.C.E C.0.E I,J.K.L I,J,K,L 8020 96 X 24 L. a .L K.L 11030 96 X 36 B.C.C.E C,O.E I,J,K,L I.J,K,L 1 AA B.C.O.E B.C.DE,F I,J.K,'_ G H I.J.K._ 9020 108 X 24 L L. .= I,J I.J.K.L 9030 108 X 36 B.C.C.E B.C,D,E I 1.J.K.L I,J.K.L o A 1 1e B.C,C.E A,S,C.^..E,F I J K 1 K 10020 120 X 24 C.rD L,Ii,L I,J I,J.K,L 10030 120 X 36 B.0 C.EI 4,B.C,D.E.F I,J,K,L I,J,K,L 10040 120 X 48 B.C.E, G.D.E.F 1,J.K.L I,J K.L NOTES, , 1) SHIM AS RE0'D. AT EACH INSTA'-LATION ANCHOR. WK. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERu.:: ALUM: -NUM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFIGENT LTH. TO ACHIEVE MIN. EMBEOMENT' OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 AOHESIVE CAULK OR A=?ROVED EOUAL. H 5) USE SILICONIZED ACRYLC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF, EXACT WINDOW SIZE' IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY-LISTED WITH NEXT LARGER SIZE.. FOR THE APPROPRIATE DESIGN PRESSURE REM J B . 7) CUSS THICKNESS MAY VARY PER THE REOUIREMEN•S OF ASTM E1300 GLASS CHARTS. 8) LETTER CE--aIG•NATIONS ONTHE T:,PCGN LOCATION C: AR'. INDICATE WHERE TAPCON ANCHORS ARE TO EE INSTALLED WHEN US.NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W.-r4 p2 S.-REWS OF SUFFICIENT LTH. TO PROVIDE MIN, 5/ 8 IN. EMBEDMENT INTO WOOL BUCK. 10) APPLICATION Or VULKE•l 116 A:- ESIVE CAULK AT r AME SILL MUST COMPLY WITH SEALAN IAANUF?CTUPEP'S RECOMMENDATIONS. 11) WHERE WINDOW IS INSTALLED IN MASCNRY OPENING WITH A STRUCTUAL TWO BYBUCK, USE Q'0 SC=E'A'S OF SUFFICIENT _ENGTH TO ACHIEVE 1-3/E_ MIN. EMBEDMENT AT ALL INS"ALLATION FA:iENER LOCATIONS. 250 WTC214A11ONAL PKVY., SU:TE 250, MEA- .3W. F_-?;0A 3--746 PHONE 407 805-0365 FAX 407;.BC5-03i6 SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN L SHEATHING INSTALLATION ANCHOR r3 SCREW TuCr'7i. OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (TYP.) SEE NOTE 73 a 11 MIN. TWO BY WOOD iEMBEDMENT[— BY OTHERS li4• MAX. SHIM SPACE SHIM AS REO•D. SEE NOTES) FIN TYPE WINDOW FRAME HEADER WINDOW HEIGHT WINDOW HEIGHT WINDOW WIDTH IIMAX. T fP.) WINDOW WIDTH TWO BY WOOD By OTHERS SHIN AS ES) SEE NOTES) I 1/1' MAX. SHIM SPACE CAULK BETWEEN WlnpOv FIN L SHEATHING GLAZING (TYPj SEE NOTE 7) PERIMETER EOUALLY - CAULK /ZSHEATHING SPACE BY OTHERS BY OTHERS ANCHORS FIN TYPE WINDOWj STUCCO ORTYPJFRAMEJAMBSIDINGBY INSTALLATION OTHERS ANCHOR 43 SCREW B SECTION B-B 24 O.C. ' MAX, FIN TYPE MAX. (TYPJ j2TYPJWINDOWFRAME SILL 6' MAX. (TYPJ ELEVATION VIEWED FROM EXTERIOR MARBLE S[Ll STOOL By , OTHERSr F ,, i•. 3pia. a.. tl4Ic5 PERIMETER T) SHIM AS REO'0. ADJACENT tO.EACn INST:.:.aTIGN ANCMCP. MAX. ALLOWAs LE $HIM STAG{ TOCAULK ,1T TTT {!+.9T - BY OTHERS, i JSta:L :LC•)J.i. '• BE 1/4'. CL•OA:r +. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. L0RID.4 E Ugge5 3) INSTALLATION ANCHOR MUST BE OF SUFFtC:-NT LTH, TO ACHIEVE MIN. EMBEDMENT OF I' INTO WOOD FRAME MEMBER. NA„aYS r M w ,7 T i 4) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN A' HEAD. SILL S• JAMSS. Tt/4• SHIM "" A - 1t ___ 5) USE SIUCONIZED ACRYLIC CAULK -FOR PEP.:METER SEAL AROUND EXTERIOR OF WINDOW FRAME. INSTALLATION SPACE MAX. 6) CUSS THICKNESS MAY VARY PER THE REG'JIREMENTS Cr ASiM E1300 CLASS CHARTS.. ANCHOR sB SCREW 7)_INSTALL INSTALLATION FASTENERS AT 6' MAX. FROM COF..NERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, W :M ANCHOR SPACING AS STAT_D. IS 70.0 PS: FOR STUCCO OR ALL AVAILABLE SIZES UP TO 73• X 71' Mfx. SIDING 8r SEE NOTES) OTHERS I SHIM AS REO'D. CAULK BETVEEN WINDOW FIN I•MIN REV DESCRIPTION DATE INILSHEATHINGSHEATHINGEMBEDMENTTWOBYWOOD F'LORIDA EXTRUDERS INTERNATIONAL, FL" er OTHERS BY OTHERS SANFORD, FLO SECTION A -A [ TITLE: INSTALLATION DETAIL W/=8 SCREWS 1• NIN. EnBEpHENt 21 2002 PREPARED Eft PRODUCT t APPLICATION ENGINEERING. INC.: Z50 INTLRNAiI6NAL PKVY.. SUITE 250. MEA'-tOV. FLCR:DA 3274i PHONE 4,7 M-0365 FAX 407 305-03 FI SHEATHING CAULK BT BETWEENBY OTHERS WINDOW SHEATHINGINSTALLATION ANCHOR RB SCREW STUCCO OR SIDING BY OTHERS _" PERIMETER CAULK,, By OTHERS GLAZING ( TYP.) SEE NOTE 7) WINDOW HEIGHT PERIMETER CAULK — By OTHERS INSTALLATION ANCHOR RB SCREW STUCCO OR SIDING BY OTHERS CAULK BETWEEN WINDOW FIN jHEATH]NG iSHEATHINGBYOTHERSTWO BY WOOD 1' MIN. gr OTHERS iEM5EDMENT` II . Y 1/ 4' MAX. SHIM SPACE SMIM AS REO'D. FIN TYPE (SEE NOTES) WINDOW FRAME HEADER WINDOW WIDTH 24' D.C. MAX. A TYP.) j WINDOW HEIGHT FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY 24' O.C. OTHERS MAX. (TYP.) 1/ 4' MAX. T} SHIM SPACE 1 SHIM AS SEE NOTES) jI' MIN. EMBEDMENT TWO BY WOOD BY OTHERS SECTION. A -A WINDOW WIDTH TWO BY WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) GLAZING ( TYP:) SEE NOTE 7) FIN TYPE WINDOW FRAME JAMB EQUALLY SPACE ANCHORS ( TYP.) A TYP.) 6' MAX.(TYP.) 1/ 4' MAX CAULK BETWEEN SHIM SPACE WINDOv FIN L SHEATHING 1- MIN. EMBEDMENT i L_ SHEATHING BY OTHERS PER: METER CAULK BY OTHERSERS INSTALLATION STUCCO DR ANCHOR 03 SCREW SIDING By OTHERS SECTION B-B NOT, S. 1) SHIM AS REO•D. ADJACENT TO EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4' . Z) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. 70 ACHIEVE MIN. EMBEDMENT OF 1' INTO WOOD FRAME MEMBER. A) USE SIUCOMIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAMBS. ELEVATION _) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEA AROUND FROM XT RIOR EXTERIOR OF WINDOW FRAME. VIEWED 6) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHARTS. 7) INSTALL IN<_TALL4TION FATENERS AT 6- MAX. FROM CORNERS Al. AND MAX. 24" O.C. DESIGN PRESSURE. CAPACITY OF F+ 1F- INSTALLATIONS WITH ANCHOR SPACING AS STATED. IS 70.0 PSF L a• :A1711.' ia.1 11l::'lz. 2=tYa'JdCf FOR ALL A'JAILA?LE SIZES UP TO 119- x 49 5/8' mAx. REV DESCRIPTION DATE IN] FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD. FLORIDA TITLE: INS-ALLATION DETAIL W/ K8 SCREWS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION- SERIES 1000 i DRAWN BY: BB APPROVED BY: C. - 1.I 2q WtIJDATE: 12/ 17/01 SCALE: N. T. S. DWG.: FLEX0029 PR£ PARCD Dr. PRODUCT L Av _[CATIDN CNGIMCERING. INC.. t50 INTERNATIONAL PKVY.• S01C M. HEATHROW. Y_0R1DA 7274e PHONE 407 005-0765 :AX .07 Q_S-0355 CONCRETE OR MASONRY OF31OTHERS ONE By W000 BUCK BY OTHERS CAULK BETWEEN aWINDOWFLANGE WOOD BUCK StUCCO BY OTHERS PERIMETER CAULK V.H. BY OTHERS WINDOWHEIGHT) GLASS (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS CAULK BETWEEN WOODBUCKLWAS-Y. OPENING BY OTHERS Fy 0 ONE BY WOOD CONCRETE OR INSTALLATION ANCHOR BUCK BY OTHER$ MASONRY OPENING 3/IS• DIA. TAPCON Br OTHERS B.W. i-1/4' KIN BUCK WIDTH) ( fM7f6HCNT 1/4• SHIM i D 1-1/4- MIN. FLANGE TYPE SPACE MAX. EMBEDMENT WINDOW FRAME SMIM AS REO'D. p JAMB (SEE NOTES) INSTALLATION ANCHOR. I 3/16' DIA. TAPCON 01/4' SHIN SPACE MAx.7 RIGID VINYL GLAZING BEAD GLASS (TYP.) SEE NOTES) CAULK BETWEEN Q / WINDOW FLANGE J atPRECASTSILL W/VULKEM 116 PRECAST SILL S E C TIADHESIVECAULKBYOTHERS OR APROVED EOL. W.W. A ~ B C W.H. G I I A ELEVATIO VIEWED FROM EX SHIM AS REO'D. I' SEE NOTES) CAULK BETWEENB.H. WINDOW FLANGEBUCKLWOODBUCK oFLANGETYPEHEIGHT) WINDOW FRAME HEADER PERIMETER iCAULKSTUCCO BY OTHERS BY OTHERS V.V. WINDOW WIDTH) CAULK BETWEEN - SECTION B—LJ NAVY. OPEOPENING RIGID VINYL NOTES' Br OTHERS GLAZING BEAD 1) SHIM AS REOTO. AT EACH INSTALLATION ANCHOR. MAX. A_LOWAELE Tr — GLAZING SHIM STACK TO BE 1/4-, 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. FLANGE TYPE EMBEDMENT OF 1-1/4-INTO MASONRY OR CONCRETE. WINDOW FRAME 4) USE SILICONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD tL SILL JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOP, THE APPROPRIATE DESIGN PRESSURE RMO. 7) GLASS THICKNESS MAY VARY PER THE REOutREMENTS OF ASTM E1300 GLASS CHARTS.. Q 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH /8 SCREWS OF SUFFICIENT LTM. TO PROVIDE MIN. 5/3 IN. EMBEDMENT INTO WOOD BUCK. 10) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FAME SILL MUST COMPLY WITH SEALANT MANUFACTURED.-S RECOMMENDATIONS. 11) ONE ADDITIONAL FIELD DRILLED !4 INSTALLED ANCHOF IS REO'D. IN D EACH JAMB ON THE FOLLOWING SIZES: -D25- (73 x 62). -D26- 73 x 71). "56M60M- (65 X 71). h _-50M6OM- (71 .X71). PLACE L-ANCHOR BETWEEN ANCHORS G AND I AND BETWEEN ANCHORS -H AND J' OVER 55 PSF ONLY. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL F- TWO BY WOOD BUCK, USE 110 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8 MIN, EMBEDMENT AT AIL INSTALLA ICN FASTENER LOCATIONS. ON SIZES NOTED IN NOTE III ADD A 710 SCREW TH ANCHOR TO EACH JAMB FOP, NOTED DESIGN PRESSURES. jt J MANUFAC rUp.Za NAM, f / V d/4/0,4 tr 4u/11C N k TERIOR — _ PP.cPARiO eY. PRODU_T L-APPLICATION E; CALL TIP TO LVI_—TJIV, TIN Mr W II1 J-0 SIZE TIP psTOlonr TO z.'s'. TOJ 7 TO J PSi TO OP`, TO So i i 3rPSF 55psr 7n.sr 1 H2 26 1/2 X 26 C C C G.H G.M G.H t. 3 26 1/2 x 38 3/8 C C C G.H G.H G.M 1H4 26 t/2 x 50 5/6 C C C GH C..G,H.LJ 1 H4526 1/2 x 56 l/4 C C C G H G.H G I•II.J tH5 26. +/2 x 63 C C C G,H G.M!,J G.MI,J IH6 26 1/2 X 72 C C C C. G.HI.J CI.J 22 al % z. L H H H 23 - 37 X 38 3/11 C C C G.H G.M G!+ 24 37 X 50 5/8 C C C G.H c.H!,J 45 2537 x 56 1/4 C C C G.H G.H.I.J Gn',J 37 x 63 C C C G.H n,I,J G..-.I,J 26 37 x 72 C C C G.N,I,J G.HJ.J E,F,GJ+.I.J 8 x o n 33 53 1/3 x 32 3/8 C 8.0 e.0 G.H CI( G.N.I,J34 53 1/3 x 50 5/a C B.0 e C O.H GII l.J G?+.Id 3. 4553 1/3 x 56 1/4 C B,C e.0 G.H,I,J G.HJ,J EF.G. HI.J 35 3 1/8 X 63 C B.0 0 G.H.+.J G.H.,J E.F,G,H!,J 36 53 1 /6 x 7 C B.0 e.0 G M,I,J E,F,c.H!,J E.F.G,n.1,J 22 4 A Ct I 02374x383/8 B.0 B,C A3.C,D G HG,NJ,J G:+.J 024 74 X 50 /3 B.0 B,C A.E.C.D G.H;I.J G.HJ.J E,F,G,H,LJ 0245 74 X 56 1 /' C B.0 A..C.0 G.m.1.J E.F,G,HJ.J E.F _G,MLJ D25 74 X 63 B.0 A.3.C.D G.H.I.J E.F.Gn,I,J E.F.o,,I,J- 26 74 x 72 B.c e.c C.D C,Hj.J E.F.c HI,J EF.G.H.u- 20M20M 24 X 24 L cI V. 20M30M 24 X 36 C C C G HG.H G.H 20M40M 24 X 48. C C C G.H G.H G.M 2OU46M 24 X 54 C C C IC,H GI+ G.H,I,J 20M50M 24 X 60 G C C G.H G.H GJH,I,J in - Am. 4 x 72 C C C G.M, GHI,J GHtJ 30M20M 36 x 24 C c L G.. G.H G.H 3OM30M 36 X 36 C C C G,11 G.11 .. G,H 3OM40M 36 X 48 C C C G.H CII.I.J G,H.I,J 3OM46M 36 X 54 C C C G.H G,H,I,J G M,I.J 30MSOM 36 X 60 C C C G,M GI(J.J G,H,I.J 3OU60M . 36 X 72 C C C G,HI.J GI(J,J E,F,G,MI,J 4UM- 70M4OM30M 48 X 36 C C 9.0 G HG.H G.M,I,J 40M40M 48 X 48 C C e.0 G.H O.Hj.J G.M.0 40M46M 48 X 54 C C B.0 G.H G.MJ,J G,HJ,J 40M50M 48 X 60 C C S.0 O,H.LJ G MJ,J E.F.G.MLJ 40M50M 48 x 72 C C ?•C G.H.I,J E.F G H.I.J E F G H I J 4 NfA - 3 { L. C O.L ,H G. G.H 46M30U 54 X 36 C B.0 9.0 G;H I G.H IS.H.I,J 45M40M 54 X 48 C B.0 B.0 IS H G,HJ.J G.M.I,J 46M46M 54 X 54 C e.0 B.0 C,H,I,J . G,HJ.J E,F•G.MI•J 46M5OM 54 X 60 C B.C, e.0 G,H,I,J G,MJ,J E.F.G.M•LJ 46M6 4 S4 'X 72 C B.0 '-.0 G H I J E F G 4,1 J F c OM20M- 60 % 24 C B.0 G.H G.H G.H 50U30M 60 X 36 C B.IS E.0 G.M I G. c.M.I,J SOM40M 60 x 48 C N e.0 G.n G.MJ.J G.H,I,J SOM46M 6c X 54 C B.0 3.0 G•r..I.J G.H.1•J EF.G.MTI•J SOMSOM 60 X 60 C B.0 e.0 IS S.I,J C n•I.J E.FTG.H.LJ SOM60M 60 x 72 C B.0 e.0 G.H.I.J . EF.G.M.LJ-E.F.c.Ml.J M M Do A d4d. , M .M 56MSOM 66 x 36 e cB,C A,3.C,D G.H G.H G,H I,J 56M40M 66 X 48 c : e,C A3.C.3 G,H G,nJ.J G!+!,J 56M46M 66 X 54 B.0 B.0 A.'-•C SC.M,I•J GJt,J E,F•c.M•1,J 5SMSOM 66x 60 B.0 B r A.3.C•y G.MI.J E.F,G,MI.J E.F,G.M,I,J SEM6pM 66 x 72 e.^. 6.0 A.B.C.- G.MLJ E.F.G.H.t.J EF.G.MI•J- 6CM-OM L o._ .H G.n ,H 6OM30M 72 x' 36 e`c e,C A,3.C.: G.H G,M G,M,I•J 6OM40M 72 X A8 e.0 B c ! 3.C.D G.M G n,I,J G,H•I.J 60M46M 72 X 54 E C S.S A,=,C.. G,H,I,J G.H I.JE,F.G.HI,J 6OU50M 72 X fiC 'B r B.0 A.?.C.: G N.0 I E.F.G.M.LJ E.F S.MI.J u6 M 72 X 72 a B.0 A—C., C.H,I,J I E.F.G n.I.J E F G,H.I J• ADDITIONAL AN^: - TORS RE,'D. SEE NGTE 11 FLORIDA EXTRli DERS I SANFo D1, FLORIDATITLE: TNSTALLATIGN DETAIL W/ TAPC NS H RZ. SLIDINI= FLANGE WINDOW — SERIES 1000 DRAWN BY: BB APPROVED BY: t!, DATE: 10/23/0 1 ISCALE: NITS DWG.: FLEX0020 k'rui. INC.. 25G 1NTERMA*LNAL PKWY.,. SJ;TE 250, MEAT-:T,. F:_:;dA 32 ).6 PHGNf +;l 605•036- FA. 107 605-036 y CAULK BETWEEN B.V. 1-1/4• nIN ONE BY WOOD CONCRETE OR WOOD BUCK 6 (BUCK WIDTH) y [.a ENT MASONRY OPENING NAVY. OPENINGBUCKBYOTHERSr INSTALLATION ANCHORBYOTHERSByOTHERS3/16' DIa. TAPCONONEBYWOOD > CAULK BET VEEN BUCK BY OTHERS VINDOV FLANGE \ (( - STU 0 6 WOOD BUCK I jj EMBED' MIN. By TMERS p C {Yj p EMBEDMENT SHIN AS ' MAX. RIGID VINYL 1/4' AX 9 I GLAZING BEAD (S-r NOTES) 0 1 INSTALLATION ANCHOR Ci YP.) 3/!6' DIA. TAPCON \ STUCCO JBYOTHERS SHIM AS REO'D.. OI/f MAX. GLASS ppppQ PERIMETER (SE NOTES) (TYP.)(S'LE NOTES) l CAULK l BY OTHERS RANGE TYPE FLANGE TYPE WINDOW FRAME WINDOV FRAME JAMB CAULK BETWEEN HEADER VINDOV FLANGE v RIGID IN6 WOOD BUCK PERIMETER GLAZING BEAD BY OTHERCAULK SV ( TYP.) GLASS VI DOV (TYP.) (SEE NOTES) V.V. iEIGMT) ( WINDOW WIDTH) B. M. BUCK CAULK BETWEEN HEIGHT) WOOD BUCK 6 CAULK BETWEEN WINDOW MAS'Y. OPENING RANGE 6 PRECAST SILL BY OTHERS V/ VULKEM 116 ADHESIVE CAULK. OR APRv'D. EOL. SECTION B-8 FLANGE TYPE CONCRETE OR PERIMETER " WINDOW FRAME MASONRY OPENING CAULK SILL - BY OTHERS BY OTHERS 9 W. W. 4; l PRECAST SILL ` a Q By OTHERS n B C 04 NOTSECTION A —A A 1) SHIM AS REO•D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/a . D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. E 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE p MIN. EMBEDMENT OF I-7/4' INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD MUST 6E ATTACHED TO THE SUBSiRwTE wrrH B Y p K BkJAMBS. SILL J VULKEM Tl6 ADHESP/E CAULK OR APPROVED EOUAL 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMEI[R SEAL AROUND W,H. fy , Y EXTERIOR OF WINDOW FLANGE. F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART.USE V C ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCONANCHORSARETOBEINSTALLEDWHENUSINGTHEOAEI TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE' 30nr TO DoPSF 41ASF To 70PSF 301SF TO 40:SF tIR5E TO 70•5F 12 18 1/3 x 25 8 B F,0 F,0 13 t8 1/6 X. 37 3/8 B B F.G F.G 14 t8 1/3 X 49 5/3 B B F,G f.G 145 18 VD X 55 1/4 6 6 F,G F.G 15 16 1/3 X 62 B 6 F,G . F.G 16 ID I/8 X 71 8 B F,G FA mu 17i! t a x 83 a F.G F.G.J,K IH2 15 1/2 X 25 6 B G IH3 23 1/2 X 37 S/e B B F.G F.G 1M4 25 1/2 X 49 5/6e a F.G F.G.HJ 1 H45 251/2 x 55 t/4 6 9 F,G F.G.hJ 1H5 25 1/2 X 62 8 8 F.G F.G.HJ- 1H6 25 1/2 x 71 B B F,G F.GMJ iH7 25 1 2 X 33, 6 B F,C.J.K F,G.J.K 30 1/ 2 . 26 29 1/2 k 25 30 1/ 2 . >d 3/8 29 1/2 x 37 3/8 B 6 F,G F.G 30 1/ 2 . 50 5/0 29 1/2 X 49 5/8 F.G F.G.HJ 301/ 2 . 56 1/4 29 1/2 X 55 1/a B 8 F.G F,G.H.I 30 1/ 2 . 63 29 1/2 X 82 8 6 F.G F,G,M,I30 t/ 2 . 72 29 t/2 X 71 . 8 6 F.G.H•I F,G,H.I 30'12 . 64 . 29 1/2 X 83 8 8 F,G.J.K F,G.J,K 23 36 x 37.313 6 B V F.GF.G 2436 X 49 5/8 B B F.G F,GMJ 245 6 X 35 1/. 6 B F.G F,G.hJ 2536 x 62 6 8 F,G.M F.G.HJ 2636 X 71 B 6 F,G,M,1 D,E.F.GMJ 736 x 83 19 B F,G,J.K F.G•M,I,J.< t X 41 X 25 6 8 F,G F.GMJ 42 . )e3/8 a1 x 37 3/8 6 6 F.G F,G.HJ 42a505/a 42 . 56 1/a arx 49 5/e u X 55 1/4 8 8 F.G•NJ F,G.hJ 42 . 63 a1 X 62 6 8 F,G,M.1 D,E,F,GMJ 42 • 72 41 X 71 8 6 F,G•H.1 D.E.F,CMJ 41X 83 B F.GJ,K F•G•M.I,J.K 48 26 48 . 38 3/8 47 X 25 7 X 37 3/8 B 6 A.0 A.0F.G F.GMJ 48 . 50 5/3 47 X 49 5/3 B A.0 F.G F,CMJ 46 . 56 1/4 4) X 55 1/4 8 A.0 F,G,M. F,G,H.: F.GMJ D.E. F,G..j48 X8348 . 72 47 X 62 47 x 71 B 6 A. 0 A.0F.G•H.1 D,E.F,G.M.I a 4 47 x 83 F E "• K 2 52 1/8 X 15 6 A,C 33 52 1/9 X 37 3/6 B A,C F,G F,G.M 3452 1/8 X 49 5/8 B. A.0 F,G.H,I F,G.Y.,' 345 52 1/8 X 55 1/4 9 A.0 i,G.HJ D.E.F,G.H,I 35 52 1/8 x 62 B A.0 F,G.M G.M. D,E.F.G.MJ36 52 1/8 X 71 B A.0 F.G,H.1 D•E.F•G.MJ37 52 1/8 X 83 B A.0 f.G.J.K D.E F,G,J.K.J K 37SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. EXTERIOR ELEVATION AS A KEY. - - J . INTERNATIONAL. INC 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE -FILLED WITH IS SCREWS OF SUFFICIENT LTM. TO PROVIDE MIN. 5/8IN. EMBEDMENT INTO WOOD BUCK. 10) FLORIDA- EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN.' THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1503 AND 2000 ELEVATION SERIES SINGLE MUNGS. 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BYLENGTH O AC BUCK. 3/ - M SCREWS BE OF VIEWED FROM EXTERIOR SUFFICIENT LENGTH TOACHIEVEi-3/B MIN. EMBEDMENT AT ALL tNSTALLATION FASTENER LOCATIONS. FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 8 200C DRAWN BY: BB APPROVED BY: DATE: 10/09/ 01 (SCALE: NTS DWG.: FLEX0016 PREPARED 8": PRODUCT & APPLICATION ENGxiZERIhG. INC.. 250 INTERNATIONAL PKT.. SLATE 250. MEATr ROW. FLOAIDA 32746 PHONE 407 605-0365 FAX 407 OCS-0366 a CAULK BETWEEN SHEATHING VINDOV FIN L BY OTHERS SHEATHING INSTALLATION ANCHOR 9 WOOD SCREv I STUCCO BY OTHERS WINDOWHEIGHT PERIMETER CAULK BY OTHERS GLAZING (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR II08WOODSCREW STUCCO Br OTHERS CAULK BETWEEN WINDOW FIN SHEATHING L SHEATHING' BY OTHERS SECTION A -A 1' MIN. EMBEDMENT TWO BY WOOD BY OTHERS SHIN AS REO'D. SEE NOTES) 1/4' MAX. .J SHIM SPACE FIN TYPE WINDOW FRAME MEADER . GLAZING CTYP.) SEE NOTES) FIN TYPE WINDOW FRAME SINARBLE SILL STOOLBYOTHERS WINDOW WIDTH 1/4' MAX. SHIM SPACE . SHIM AS REO•D. Tv0 BY v00D SEE NOTES) STUD BY OTHERS T C F,A,L IjJ j`gYT1}yT$Oi',R, NAME' 1' MIN. tlUa""" 5 ' EMB DMCNT GLAZING (TYP.)• SEE NOTES) _ 1 SHEATHING' BY OTHERS ' CAULK BETWEEN vlNDOv I WIDTH I A 24' O.C. MAX. (TYP.) EQUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT IT p L',mA,EX.:(f, YP.)( TYP ELEVATION VIEWED FROM EXTERIOR fIN TYPE WINDOW FIN WINDOW FRAME L SHEATHING JAMB . PERIMETER INSTALLATION ANCHOR CAULK t8 WOOD SCREWBYOTHERS STUCCO BY ETHERS SECTION B-B NOTES• .. . 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM SACK TO BE 1/4-. . 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY .6063;. ,-- - 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT" OF I- INTO WOOD BUCK. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT MEAD. SILL h JAM?S. S) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WNDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT. LISTED IN ANCHOR. CHART, USE ANCHOR QUANTITY LISTED WITHNEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER. THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS... 8) FLORIDA EXTRUDERS ID00 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. TWO BY WOOD BY OTHERS REVS DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA I•MIN. a TITLE:INSTALLATI=N S•_TAIL W/t18 S-REWSEMBEDMENT - SING:E HUNG FIN WINDOW - SERIE'S 1000,1500, 8 2000 rfl .r DRAWN BY: B9 APPROVED BY: I DATE:12/13/01 ;SCALE: N. T: S. DWG.:FLEx0026 SHT 1 OF 2 nerederw ... uony rr . eno,r.rf. u r..r.turfol,e' IM[ 2SC IMERNATIfbw Dry tinir >tn ... _ 1-_ rr nolne 'liT4A 'PHONE 407 805-C]6S 'FAX 4G7 8C5-036e 7 CONCRETE OR. MASOMRT OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN ` WINDOW FLANGE a VGCD BUCK STuccO J By OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) SEE NOTES) vxWINDOW E1GHT> PERIMETER CAULK BY OTHERS I a CAULK BETWEEN\ WINDOW FLANGE i PRECAST SILL V/VULKEM 116 ADHESIVE CAULK OP APRV'D: EOL,, A INSTALLATION ANCHORr3/16' DIA. TAPCON CAULK BETWEEN Wceo BUCK a OPENING BY OTHERS GLASS (TY?:)_ I Q I-1/4' MIN. (SE- NOTES) G EMBEDMENT NS F HIM AS REO'D. , I FLANGE TYPE v 1/4 MAX _ # WINDOW FRAME CAULK BETWEEN JSEENOTES) VINDOV FLANGE —I' PERIMETER AULKaWOODBUCKBYGCHERS CAULK BETWEEN FLANGE TYPE WOOD BUCK a MAST. OPENING WINDOW FRAME V.V. BY OTHERSWINOVWIDTH) I W.W. RIDGED VINYL oo STUCCO BY OTHERS GLAZING BEAD F SECTION lJ - B B.M. 1N ) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4 . BUCK , 2) W1NDOW. FRAME MATERIAL: ALUMINUM ALLOY 6061. HEIGHT) 3) 3/16 ,DIA. TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTN. TO ACHIEVE MIN. p EMBEDMENT OF 1-1/4'INTO MASONRY OR CONCRETE. LJ 4) USE SIUCONIZED ACRYLIC CAULK BEHIND VC.NDOW FLANGE AT MEAD & JAMBS. SILL MUST BE TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EWAL. RIDGED VINYL ATTACHED D W.H. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINFLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OTITY-LLISTED WITH UANGLAZING BEADNEXTURGERSIZE. FOR THE APPROPR:ATE DMON PRESSURE REO'D. ' 7) GLASS THICKNESSMAYVARYPERTHEREQUIREMENTSOFASTME1300GLASSCHARTS 24- D.C. MAX. (TYP.) 8) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C., IS SCREWSOF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD SUCK SNO HIS BE INSTALLED: FLANGE TYPE1 FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN_ THIS PRINT ALSO APPLIES TO THE r WINDOW FRAME - 6' MA%. (TYPJ FLORIDAfEXTRUDERS 2000 SERIES FIXED WINDOWS. CHOR t 10) SEEBACK OF THIS SML FOR INSTL'NDHESI ANCHOR AT FRAME SILL 11) APPLICATION OF WLKEM176ADHESIVECAULKATFRAMESILLMUSTCOMPLYWITHSEALANT FACTURER'S RECOMMENDATIONS. B.W. BUCK WIDTH) a 1 Q PRECAST SILL BY OTHERS SECTION A — A A ELEVATION VIEWED FROM EXTERIOR SHIM AS REO'D. 1/4' MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD v •• ":". CONCRETE OR j ( nHE7tnf HAS0NRY OPENINGBYOTHERSINSTALLATIONANCHOR 3/16' DIA. .T APCON .. M. ONE BYvCOD BUCK Br OTHERS v ANU M 12) WHERE WINDOWISINSTALLEDIN MASONRY OPENING WITH ATRUCT AL TWO BY WOOD BUCK. USE /10 SCREWS.OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- M 13) WINDOW UNITS CAN BEM'JLLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P,EOUIREMENTS. FLORIDA EXTRUDERS) SANE RD, FLO. RIDA TITLE`.JNSTALLATIOND=7AILu/ ONE BY BUCK FIXED..FLANGE WINDOW - SERIES 1000 & 2000 .` . 1 ^ ntn1 DRAWN BY: BB APPROVED BY: G 2uJ2 DATE: 10/22/ Ot SCALE: NTS DWG.: FLEX0018 S:+EET I Or 2 PREPARE. BY:'PR000CT TECHNOLOGY CORP.. 250 INTERNATKINAL PK-. 5V(IE 250.-:ATmRCw. FLoAoA 32746 PHONE 407 805-0365 1" 497 805-.306 SHEATHING BY OTHERS CAULK BETWEEN VINDDV FIN LSHEATHING INSTALLATION ANCHOR 08 SCREW EXTERIOR FINISH BY OTHERS PERIMETER / CAULK BY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CCAULK BY OTHERS INSTALLATION ANCHOR 8 WOOD SCREW EXTERIOR FINISH BY OTHERS 1' IN. EMBEDMENT v00 FRAMING BY OTHERS SHIN AS REO'O. SEE Nor_s) glRI NAME:. AI W I ,,, 1/4' AX. CSHIMSPACE GLAZING SEE NOTE bI GLAZING SEE NOTE 6) FIN TYPE WINDOW FRAME CAULK BETWEEN WINDOW FIN L SHEATHING 1•NIN. ` EMBEDMENT SHEATHING BY OTHERS SECTION A -A BUCK HEIGHT FIN TYPE WINDOW FRAME c_ SHIM AS REO'D. 1/4' MAX. cSEE NOTES) WOOD FRAMING BUCK BY OTHERS Wit HE EXTERIOR FIN TYPE WINDOW FRAME A---O3 ELEVATION VIEWED FROM EXTERIOR vINDOv WIDTH I M MAX. SHIMSHISPACE WOOD FRAMING y/ BY OTHERS SHEATHING BY OTHERS 1NCHOR iION ANCHOR aB SCREW CAULK BETWEEN WINDOW FIN 6 SHEATHING SECTION B-B EXTERIOR FINISH P£R1nE TER CAULK BY OTHERS BY OTHERS NOTES 1) SHIM AS REO'0. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2), WINDOW FRAME MATER:AL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF i' INTO WOOD FRAME. 4) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND. EXTERIOR OF WINDOW FRAME. 5) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN_ 6) CLASS THICKNESS MAY VARY PER REOUIREMENT$- OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CUSS" ALSO OUALIFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS I 15W AND 1000 SERIES PICTURE WINDOW. B - 8) SPACE INSTALLATION ANCHORS AT 67 MAX. FROM CORNERS AND MAX. 24' O.C.-DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WITH ANCHOR SPACING AS STATED, IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' x 71- OR 63- x 95' OR 119' x 37-3/2' MAX, 9) WINDOW UNIT CAN BE .MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION . INSTALLATION SHEETS FOR RECIREMENTS. EPARED BY: PRODUCT TECHNOLOGY CORP.. 250 3/ 02 SCALE: N. T. S.IDWG.: FLEX0030 SUI7E 250. LAKE MARY. FLORIOA 322746 PHONE 407 Z05-0365 1" 407 605-0366 CAULK BETWEEN WINDOW FLANGE L VOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTrR:OR FINISH -y . By OTHERS \ PERIMETER CAULK BY OTHERS WINDOW FRAME MEAD WINDOWHEIGHT EXTERIOR WINDOW FRAME SELL PERIMETER CALK BY OTHERS E xiER:GR FINISH — BY OTHERS CAULK BETWEEN WINDOW FLANGE 6 WOOD BUCK CALIK BETWEEN - WOOD BUCK L MASONRY OPENING Br OTHERS CAULK BETvEEN WOOD BUCK L MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/16• DiA. TAPCON QI 4— MIN. EMBEDMENT 1/.- MAX. 1 SHIM SPACE SHIM AS REO'D SEE NOTES) GLAZING (TYP SEE. NOTES) INSTALLATION. ANCHOR 3/16' DIAL TAPCON SIJiM AS REO'D.. SEE NOTES) 1/4` MAX. r SHIM SPACE 4 CONCRETE. OR MASONRY BY OTHERS SECTION A -A o NOM, 1) SHIM AS REWO AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DIA. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS b FROM CORNERS k 240. C. MAX. ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD BE FILLED WITH /8 SCREWS OF SUFFICIENT LTM. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE I10 SCREWS OF SUFFICIENT LENGTH TO' ACHIEVE 1-3/8 -MIN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE SILICOMEED ACRYLIC CAULK SEHINO WINDOW FLANGE AT HEAD. SILL JAMSS. 6) USE SIUCONGEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 7) GLASS THICKNESS MAY VARY PER T.HEREQUIREMENTS OF ASTM E1300 GLASS. CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CUSS IS ALSO OUALIFIED. 8) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFIECIENT S-RENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) FLORIDA. EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN 6E MANUFACTURED FROM THE 1000. 1750. k 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. EXTERIOR ELEVATION 1/ 4' MAX. SHIM SPACE SHIM AS REO'D SEE NOTES) WINDOW FRAME JAMB GLAZING ( TYP. SEE NOTES) PERIMETER CAULK BY OTHERS / EXTERIOR FINISH J BYOTHERSWINDOW WIDTH U 1- 1/A• MIN, EMBEDMENT ONE BY WOOD BUCK BY OTHERS INSTALLATION ANCHOP. 3/ 16• DiA. TAPCON CAULK BETWEEN y BUCK IL.AASCIPENINGuit CTMERS - CAULK BETWEEN VINDOV FLANGE t v^_ GD BUCK CONCRETE OR MA: SDNRr GPENING BY OTHERS SECTION E3- B WINDOW WIDTH A HEIGHT HEIT ' HEGHTBB A —' EXTERIOR ELEVATION ojj- 4 1Eu 4* WINFLORIDA E'XTRli DERc I s NoRDFLORIDAONE BY WOOD y TITLE FLANGE INSTALLATION DETAILCONCH=TE HEADER V/1 BY p::CK BUCK ByOTHERS +A, — •- FIXED 1750 & 200 DESIGNER FDWINDOW1000, 0 SERIES N DR4W BY: BB APPROVED BY: t2lAa DATE: 02/ 12/02 SCALE NTS DWG.: FLEX0035 I](I. et] ]r. IYftt i[twpAAr t Y. t]] blt],+f[?:a tH. E1't t]0. w[f.]]v. RLMY Yfy wOC ) Ap-Ot] /u ,Of L: G]N ONE BY BUCK By OTHERS CAULK BETWEEN WINE", FLANGE L SHEATHING PLYWOOD (TYPE BT CTHERS EXTER![w< FINISH IBYDiHEP.S \\} I'jl. PER:METER CAULK• BY OTHERS WINMV FRAM MAD WINDOW MICMT ExTERiOR W:NDOW FRAME - SILL PERIMETER CAW1K- BY OTHERS EX-ERIOR -- FINISH a. CTHCRS SHIM At REO'D SEE NOTES) GLAZING (TTP. - SEE NOTES) SHIM AS REO•D SEE NOTES) CAULK BETVCEN _ d 1VINDO•: FLANGE L ONE ?Y WOOD SUCK CAULK BETWEEN WOOD D'.CK L MASONP, OPENING a 07MER`' CONCRETE OR C E CTIO N A- AMASONR, BY OTHERS INSTALLAT;ON ANC-GR Iq0 SCREW BUILD DOWN BY OTHERS(ALSO APPL:ES NOTES• TO STILL) 1) SHIM AS PEO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063. r1-3/8• MIN. 3) TAPCON INS ALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTH. TO ACHIE'JE I EMBEDMENT MIN. EMBEDMENT OF 1-1/11• INTO MASDNRY OR CONCRETE. 110 INSTALLATICN SCREWS AT HEAD & JAM?S MUST 'BE OF SUFFIC:ENT LENGTH TO ACHIEVE 1-3/8• MIN, EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOUIRED. INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS & 21 IN, O.C. uAx. t) USE SILICON12ED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD, SILL & JAMBS. 5) USE SILICONIM ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 1/tom MAX. 6) CLASS THICKNESS MAY VARY PER TEE R=OUIREMENTS OF ASTu E1300 CLASSSHIMSPACECHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASSIS ALSO OUALIFIED. 7) BUILT/ DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ,ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ACEOUATELr TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WIN OW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. o) ELEVATIONS SHOW COMMON CONFIGURATIONS, IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFICURATK) NS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. BUCK HEIGHT L 1/t MAX. SHIM S%A:E EXTERIOR ELEVATION L1- 1/4' uv.V1=LL'111LAL i(L©1i..L A B-0-4-F. I I / EMBEOMENONE iT VDDD IfUWAe-" CT--"R, N{y1TyEi BUCK' BY OTHER$ }. (r, _ • tir x1 1 . 1 MASTER %'ICE INSTALLATIONANC'ACR3/ 16' DIA. TAPCON BUCK WIDTH TWO BY FRAMING BY OTHERS 9 1- 3/8- MIN. EMBEDMENT 1/ t' MAX. HIM SPACE CAULK BETWEEN TWOC BY BUCK a. L .[CNCRE iE BY GTHERS SHIM AS P.-C-D IN<_TALLA'1DN ANCHCP SEENOTES) a!0 SCREW a W'!NODV FRAME CAULK BETWEEN JAMB WINDOW FLANGE L L^CD SUCK GLARING rP. SEE NOTES) a a CDNCRETE Or, PERIMETC% CAULK M.SONRT 5r GTHERS BY OTHERS WINDOW vID?H EXTEP.;[ R FINISH SECTION B-B BY OTHERS WINDOW WIDTH A WINDOW HEiGHie B A. FxTFRIC= E_=VATION c . aa t wool ttc..ax• . as nita A: ..c +a. s:lx ax .c•t.ta.,. ruW:s. n:.c .c.c .c. ar.-tx: r...e .-axc 1• MIN. CM5ECHENT CAULK BEHIND FIN SHEA-MING BY CTMERS tV0 Br BUILD DOWN BT OTHERS 11 08 INSTALLATION SHIM AS REO'D. NOTES HIM AS REO-D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARINGANCHOR. SCREW cT rP.) I (SEE NOTES SHIM. MAX. ALLOWA3LE SHIM SUCK TO BE 1/4'. I 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063, f v.• MAX 3) USE SILICONIZED ACRYLIC CAULK, BEHIND WINDOW F.N AT HEAD, SILL & JAMBS. IM SPACE s) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF II I WINDOW FRAME. S) GLASS THICKNESS MAY VA.PER THE REQUIREMENT$ OF ASTM GLASS CHARTS. SINGLE GLAZING 1$ SHOWN, INSULATING GLASS IS ALSO OUALIFIEO. IS OUA 6) SCREW ANCHORS AT HEAD, SILL & JAMBS SHOULD BE 18 SCREWS OF SUFFICIENT E - LTH. TO PROVIDE MIN. I IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE +6EXTERIORFINISH . EXTERIOTHERSBy SCREW ANCHORS.6" FROM CORNERS AND 24' O.C. MAX.. a 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEEREDBY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY PERIMETER CAULK TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. BY OTHERS 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIOA EXTRUDERS 1750 SERIES &. 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL F1N.FRAME HEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P.EOUIREMENTS. GLAZING ( TYP. SEE NOTES EXTERIOR PERIMETER CAULK By OTHERS EXTERIOR FINISH--' BY OTHERS B INSTALLATION - ANCHOR SCREW (TYPJ SHEATHING - BY OTHERS FIN FRAME SILL SHIM AS REO'D.- S£ E NOTES) / rMIN T'F—"•I E'YDMEN' SECTION A -A L_ yr eac SimSPACETWO BY FRAMING EXTERIOR ELEVATION. BY OTHERS b. CAULK BEHIND FIN L jq3'% 1-•' ajN V 2002 SMIM AS RE0'D.- SEE NOTES FIN FRAME JAMB - GLAZING < TTP. SEE NOTES) EMBCDCNT Y} t-i-+, SHEATHING BY CTMERS EXTERIOR EXTERIOR FINISH BY OTHERS w- VIND& VIBTM+, PERIMETER CAULK BY OTHERS SECTION B-B ILA- 1/ 1• HMz. It3 INSTALLATION SM1M SPAC[ ANCHCR SCREv (TYP.a Tv0 BY FRAMING BT OTHERS CAULK BEHIND FIN EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL. I, DTITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: BB APPROVED BY: . DATE: 02/14/02 SCALE:NTS DWG.: FLEX0037 CGNCRET_ OR SHIM AS RE'O'DMASONRYOPENING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE WOOD BUCK CAULK BETWEEN PERIMETER. WOOD BUCK t MAS'Y. OPENINGCAULKi OTHERS , BY OTHERS STUCCO BY.OTHE-$ c) C 11 INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR B SCREW (TYP. WHERE ONE BY WOOD iAPCONS A<E NOT REO'D.) BUCK BY OTHERS F1r1 1/4• MIN. EM?EDMENT _ SLIDING GLASS DOOR FRAME t'T JAM? 114' MAX. C I SHIM. SPACEAL 1 u INSTALLATION ANCHOR MS SCREW (TYP. WHERE TAPCONS ARE NOT REO'DJ SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP. DOOR HEIGHT SLIDING GLASS 1DOOR -F AME SILL i I TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS S.G.D. WIDTH I 1— 1/1' MAX. SHIM SPACE 1 1/4' MIN. EMBE MENT I ONE BY WOOD I SUCK By OTHERS CAULK BETWEEN WOOD BUCK t MAS'Y. OPENING BY OTHERS SHIM AS REO'D. I (SEE NOTES) INSTALLATIONANCHOR 3/ 16* DIA. TAPCON Q CAULK BETWEEN DOOR FLANGE L WOOD BUCK d` CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANC:GR 3/ 16' DIA. TAPCON SLIDING CLASS DOOR HOOK STRIP CONCRETE OR MASONRY pPENING., By OTHERS / C 1- 1/4' MIN. EM?EDMENT Q 1 1 CAULK BETWEEN WOOD BUCK t MAS' Y. ,OPENING BY OTHERS CAULK BETWEEN MOO( STRIP t WOOD BUCK ONE By WOOD - BUCK. BTOTHERS STUCCO BY OTHERS B. O.4F•(TYP.) ED GLASS TYP.) / SECTION B N N7 ACTtRER y 11 r t9 LLb i I " T-, d r L v INTE NG GLASS DOOR r- ) Ci2 YS INTERLOCK MASTER FILEHOOK STRIP DETAIL r : A - I 1) DOOR MATERIAL, ALUMINUM ALLOY 6D63. 2) TAPCONTYPEINSTALLATIONANCHORSMUSTBEOf SUFFICIENT LENGTH TO ACHIEVE HIM. EMBEDMENT OF 1- 1/4',INTO NASDNRY OR CONCRETE. j)'ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAME MEMBERS. - - 4) IAPC13k ANCHOR.CMART ON BACK OF THIS SHEET. s) USE SILIC'OMIZED ACRYLIC CAULK BEHIND DOOR fLANGC AT -MEAD L JAMBS. 6) USE ACT DOOR SIZE IS C T ULKLISTED ED ANCHORCHART AROUND EXTERIOR Or,Y .EIS ._. ... 77 IFEXACTDOORSITEEPPUST£D IN SIGNOR CHART. USE ANCHOR OUANT1TY .t12TE0 W:TH NEXT,, LARGER SIT .'FOR'TZE APPROPRIATE DESIGN PRESSURE REO'D - 8> FORPOCKETDOORSIZESUSECLOSESTB+PASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING. PLASS THPCIM. IN FRONT (ff HOOK UlR:? AS SHOWN. .. ... 9) 'GLASS TNICKNE P MAY VARY PER RESIGNATEDF RF.ASiM_-E ANC GLASSCHARTS 10> ALLFACTORYAPPLIEDHOLESNOTDESIGNATED. FOR EMBEDMENT ANCHORWOOD BEFILLED WITH 08-SERFvS" - B B OF SUFFICIENT 1ENT LENGTHU PROVIDE MIN s/B' EMBESINGL INTO GLA WOODBUCK. O> DOORtA+iT 12 APPROVED USING TEMPERED GLASS In SINGLE GLAZED OR INSULATING GLASS 12) JAMB Y SILL. CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 13) SHIMASREO'D. AT to SETOF INSTALLATION ANCHORS, MAX. ALLOWABLE SHIM STACK TO BE 144'- . 14) ALL INSTALLATION ANCHORS MUST BE MA; or CORRDSION RESISTANT MATERIALS. J i - ! 3> VNERE ' X' REPRESENTS MOVING PANEL MD '0' REPRESENTS FIXED PANELAPPROVED A f CONFIGURATIONSAREASLISTEDONABOVERS-0 ON BACK OF THIS SHEET l6, NOT ALLATIONSAREASLISTEDABOVEARESNCWNONTHIiDRAWING. HOWEVER INSTALLATION I EXTERIOR ELEV,-: ON SECTIONS •A -A•. '•B-B-, L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED EmB- 2 PANEL DOOR $7WN CONFIGURATIONS. EDMENT 17) INSiKL Ud TAPCON 1N EACH PAIR S.C.FACTORY APPLIED INSTALLATIONHOLES VNLESS NOTED A A 1- 1/4' MIN., OTHERWISE DN ANCHOR CHART. SEE BOF iNtS SHEET, - I _ 4 - ID) fLORIDA EXTRUDERS MOOD SERICS SLIDING GLASS DOOR IS. SHOWN. THIS PRINT ALSO APPLIES TO , iVl G .. 2D00 SER!£ S AND SOD YER(Ei. - ..-... .... ..: _ . A V , LIBERALLY APPLY. ' CAULKING UNDER $ ILL OR SET SILL IN BED L— INSTALLATION ANCHOR OF CONCRETE 3/16' CIA. TAPCON SECTION A -A I L)AI-L: IU/CJ/V1 1 LP.L.r.: ) 1uN jr, rLLAVVLI L:IU/CJ/V11-Lp.l.c: . 1uN Fr• rLLnVVLI a... enrr xn AT. cw nOR1^_A_ T274e.. 4D7-BCS-cus FAX 4DT-B:5-0366 SHEATHING By GTHERS STUCCO ,_/ OR SIDING By OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'0'D INSTALLATION ANCHOR SEE NOTES) K8 SCREW CAULK BETWEEN TWO BY WOODDOORFLANGEByOTHERSS. SHEATHING 1/4' MAX. SHIM SPACE I 1-1/6' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) mot— DOOR WIDTH SLIDING GLASS DOOR FRAMEJAMS TEMPERED GLASS T YP.) PERIMETER . CAULK BY OTHERS ts:+u 'X r. .:..-ii. ...- 5.. DOOR 7.A- 1'UYJT is 2? ,I { HEIGHT SECTION E—B SLIDING, GLASS. DOOR FRAME SILLn7 A MAX. SHIM SPACE INSTALLATION ANCHOR TWO BY WOOD R8 SCREW BY OTHERS TWO BY WOODEMBEDMENTBY. OTHERS SHOOKHEATHE G? `EN SLIDING GLASS DOOR STRIPSHIMASREO'DHOOK xl SEENOTES) INSTALLATION ANCHOR. K8 SCREW ENBEDHENT CAULK BETWEEN DOOR FLANGE I. SHEATHING SHEATHING ' By OTHERS SHEATHING - BY OTHERS TEMPERED GLASS STUCCO ( TYP.) STUCCO OR ORSIDINGSIDING` BY OTHERS BYOTHERSSLIDINGGLASSDOORINTERLOCK .. .. HOOK STRIP DETAIL T...... .. .... ._ 2 STALLMATERIAL1T11 µSCREWS ALLOT E OF 2) 09 WSTALLAT13 SCREWS MIST BE OF SUFFICIENT LENGTH TO ACHIEVE HIM- EMBEDMENT SUFFICIENT I-R/8'. WTO LENGTHT .TAPCON_TTMI INSTALLATION 7ANbGRS AT. SILL MIST R OF - SUX'FI[IENi LENGTH t0 ACHIEVE MIN EMBENNEn- OF-1-t/4 INTO MASONRY OR CP4REtC 3) INSTALLATION ANCHOR CHART IX+ BACK Ix THIS SHEET. I 4) USE SILICDNZED ACRTLtC CAULK BEHIND DOOR FLANGE AT HEAD L IAMBS. 3) USE SILICON ZEDACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR.-- - 6) IFEXACTDOORSIZEISMOTLISTEDINANCHORCHART, USE ANCHOR OUANTITY LISTED WITH NCXt LARGER SIZE. fOR iME APPR RIATE DfSIGNPRLSSURf Rf0'D i>. FORPOCKETDOORSIZESUSE. CLOSEST BYPASS DOOR SIZE L COSIGURATION TO FINISHED OPENING PLACE 1MSTALLATION ANCHORS. 1N iR NT OF r^._3K STRIP IS SHOWN. - 8) GLASS. 7HICXNESS MAY VARY PER REOUIREMENTS OF ASTN C13DO GLASS CHARTS B) DOOR UNIT IS APPROVED USING IEMPERE.GLASS IN SINGLE GLAZED OR "INSULATING GLASS 10) JAMB /'SILL CCRNCRS ARE TD BE SEALED WITH A SMALL JOINT: SEAM SEALER 11) SHIMASRED'D. AT EA SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK. TO BE 1/4•. - 12) ALL INSTALLATION ANTS M.= MUST BE MADE (Y P, ROSRESISTANT MATERIALS 13) WHEREIG •X• REPRESENTS rG TCD PANEL AANDNCHOR D' ?EONBAPRESENTSFIXED PANEL APPROvEO - COTALRaOW! ARE ASLISTEDONANCHORCMai1NBACKOFiMiINC. HO. A E X T E R I R ELEVATION 14) EC ALL [A -A *8-2' '1, LISTED ABOVE ARE A-3WN ON THISDRAWING 'HOWEVER INSTALL AtItlN EMBEDMENT SECTION: 'A -A', •H-B' L HOOK STRIP DETAIL APn' T TO INSTALLATION CIF ALL APPROVED O 1-1/ 4' MIN. CONFIEX ONi _ 2 PANEL SHOWNILFLORIDAIDAEXTRUDERSIOWSERIESSLIDING GLASS DOOR IS SMOVR THIS PRINT ALSO APP•_II TO 2D00 SERIES AND 300SF.RtEi ' -. - D o LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/ 16' DIA. TAPCON. SECTION,A-A- F 12002 REV DESCRIPTION DATE INI EXTRUDERS F- L RIDAINt. INC. SANFORD F.L. TITLE: SLIDINGGLASS DOOR INSTALLATION WITH #4" SCREWS DRAWN BY: H =_ APPROVED BY: ATE: 12/17/ 01 !SCALE: NTS JDWG $FLEX0027 SHT I OF 4N 0ft In tR00uCT L APPLICATION CMGENCCRING• INC- 23) INTERNATIONAL IKVy_ SU:TE 254..NCAtHROV. FLORID., 32746. 407-803-0363 TAX 407-803-03K as 1000 P.VJDESIGNER SILL CTYPJ k8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES - MULLION SEALANT BETWEEN-, WINDOW FLANGES L MULLION Q \-#8 X 3/4 SELF ' 1000 S F1 TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1) L MULLION 1000 - P.V./DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION L ANTMULLIONBETWEEN WINDOW FLANGES' L MILLION 8 X 3/4 SELF 1000 S}t TAPPING SMS HEAD (TYP.)' SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES L MULLION 1000 PW DESIGNER .SEALANT BETWEEN SILL (*TYP.) -. WINDOW FLANGES MULLION 8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 I—YY1 / TUBE MULLION 8 X 3/4 SELF 1600 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (5) 1000 P.W./DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS su 1X2X3/8 TUBE MULLION APPLES TO HEAD k SILL WHERE I' X 4' AUXILIARY P DETAIL C k 2IX 4' TUBE MULUONS ARE USED FDR ADDITIONAL ANCHORS. WHEN REQUIRED) D 41 SHEATHING 0 INSTALLATION ANCHOR #8 WOOD M L ILLU - SCREW (TYPE EXTERNAL MULLION INSTALLATION CLIP . k8 X TWO BY WOOD 3/ 4 SELF 1000 S.K - TAPPING SMS BUCK BY OTHER HEAD ( TYPJ ...... - i ... .. - _ 1000 P.W./DESIGNER ' SECTION A —A (2) SILL (TYPJ MULLION APPUES TO HFAOL& SILL WHERE V X 2' 1000. P.W DESIGNER #8 X 3/4 SELF -& I' X 2 7/16' TUBE MULLIONS ARE USED SILL ( TYPJ . TAPPING SMS DETAIL 8 X 3/4 SELF r 2 X 4 X 3/8 TAPPING SMS / TUBE MULLION "ET° IX27/ 16X'1/R- ! -1 TUBE MULLION EAU+ T BETWEEN WINDOW FLANGE - L MULLION . 8 X 3/4 SELF U 1000 S.H, TAPPING SMS MEAD ( TYP.) #8 X 3/4 SELF.. SECTION A —A (4) TAPPING SMS DETAIL 1000 S.M. HEAD ( TYP.) 1000 P.W./DESIGNER SILL ( TYP.) SECTION A —A {7) 8 X 3/4 SELF ®, V' TAPPING SMSI X 4 % 3/8 TUBE MULLIC N ''i C- ruBya I e 9. n 1' INSTALLATION ANCHOR 11J f8 VmD, SCREW TYPJ HORIL CLIP L1 1/8, MIN. EMBEDMENT j CMSEDMENT- ib• HDa V D FLORIDA EXTRUDERS INTERNATIONAL, INC Fla . SANFORD. FLORIDA TITLE: SER.: 1000/ 1500 F I N SHEET 1 OF 2 TRIPLE HORIZONTAL MULLION SECTIONS k8 X 3/4 SELF 000 s.M. TAPPING SMS SEE OTHER SIDE ( SHEET . 2 -OF 2) _ `FOR HEAD ( TYP.) DESIGN PRESSURE CAPACITIES SECTION A —A_ (6) i F. 2CCZ DRAWN BY: M SH APPROVED BY. DATE: 2/6/02 SCAtE:NTS DWG.: 1HMFINTR SEALANT BETWEEN 1000 P.W./DESIGNER TYPICAL. MUWON TO CONCIiTE C.-JAMB( APPLIES TO JAMB WHERE I- X 4WINDOWFLANGESSILL (TYP.) a MULLION 1000 P.V./DESIGNER do 2' X 4' TUBE MUWONS ARE USED) Q SILL (TYPJ # 8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMS TAPPING SMS CONCRETE OR MASONRY —\ BY OTHERS 1X2X1/8 1X2X3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN - - ONE BY VOOD WINDOW FLANGES CENTRAL FLORMA B.®.A.F. L MULLION HOCK BY OTHERS Q . 7 Lo/P/DrF .Fr-R EJF'S F 8 X 3/4 SELF . 1000 S.H. TAPPING SMS HEAD (TYPJ SEALANT BETWEEN WINDOW FLANGES SECTION A —A (1 i L MULLION sif---, P.V./DESIGNER 3/4 SELF NG-SMSn/ TUBE MULLION UD 8 X 3/4. SELF . 1000 S.H TAPPING SMS HEAD (TYPJ SECTION A —A (2) r1000 P.W./DESIGNER SILL (TYPJ I #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 3/8 I TUBE MULLION SEALANT. BETWEEN WINDOW FLANGES SEALANT EN L MULLION WINDOW FLANGE L MULLION 8 X 3/4 SELF8X3/4 SELF 1000 S.H. TAPPING SMS 1000 . SA TAPPING SHS HEAD (TYPJ HEAD (TYP.} SEALANT BETWEEN SECTION A —A (3) SECTION A —A (4) WINDOW FLANGES. L MULLION 1000 P.W./DESIGNER SEALANT BETWEENrSILL (TYPJ WINDOW FLANGES 1000 P.V./DESIGNER _ r SILL (TYP) r #8 X 3/4 SELF L MULL r #8 X 3/4 SELF TAPPING SMS 1X4X1/8. J TUBE MULLION TAPPING SMS 1 X 4 X 3/8 TUBE MULLION 8 X 3/4 SELF TAPPING.SMS 8 X 3/4 SELF TAPPING SMS1000S.H. 181000S.H. HEAD (TYPJ HEAD (TYPJ SECTION A—A (6)__....:. INSTALLATION ANCHOR 3/16' DIA. TAPCON SCREW ANCHOR (TYPJ EXTERNAL MULLION INSTALLATIONCLIP . 9 1000 P.W DESIGNER SILL .(TYP.) 8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- t MULLION 1000 P.W./DESIGNER APPLIES TO HEAD do SILL WHERE I' X 4* SILL (TYPJ AUXILIARY PLATE do 2' X 4' TUBE MULLIONS ARE USED IFOR ADDITIONAL ANCHORS; VHEN REQUIRED) DETAIL C8X3/4 SELF OTAPPINGSMS SHEATHING 1 X 2 X 3/8 0 TUBE MULLION — — — r INSTALLATION _ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP -- I II TWO BY WOOD SEALANT BETWEEN U#8 X 3/4 SELF BUCK BY OTHERS WINDOW FLANGES #8 X 3/4 SE6i g + .. ,- — 1000 S.H. 1000 S.H _ t MULLION 7APPING.SMS TAPPING SMS ' HEAD (TYPJ = HEAD (TYPJ.. 7 p p MULLION SEALANT BETWEEN Cra tgl7 LLJ l A OJiL NA MT' SECTION A —A (2) LWINDOWMULLION FLANGES SECTION A —A - (1) DETAIL . it 5000 P W DESIGNER 1000 P.W./DESIGNER 2— 1F= # 6SILL (TYPJ SILL (TYPJ 8 X 3/4 SELF #8 X 3/4 SELF O P.W./DESIGNER lEI9D C A TAPPING SMS TAPPING SMS SILL (TYPJ 1 1X27/16X 1/8 1X27/16X38 l TUBE MULLION TUBE MULLION #8 X 3/4 SELF TAPPING SMS L, A 2X4X3/8 TUBE MULLIONi SEALANT BETWEEN 1 1 1/8' MIN VINIIOW FLANGES 441-L ..--- L.HULLION EMBEDMEN El EVATION _ SEALANT BETWEEN __ =.. _ MEWED FROM EXTERIOR WINDOW FLANGE t MULLION .:. AI -APPLIES TO /FAO &SILL 1 i' X k i X 2"-7/I6',TUBE M ARE USED-- 8 X 3/4 SELF #8 X 3/4 SELF 1000 S N ' TAPPING SMS _ 1000 . S.H TAPPING SMS HEAD .(TYPJ HEAD (TYPJ — SEALANT BETWEEN SECTION :A -A (3) SECTION A —A (4) *a WM ATta+ ANaHOR WINDOW FLANGES CT vooD.icRcv L, MULLION .: ._..: _ . _ RGRI1000P.W./DESIGNER SEALANT BETWEEN r'. 1000 P.W./DESIGNER HORtZ tttP SILL (TYPJ WINDOW FLANGES; i * TAPPIN SILL (TYPJ ` #8 X 3/4 SELF L.MULLION TAPPING SMS# 8 X'3/4 SELF SELFTAPPINGSMSSMS —1000 S.H, SECTION A —A (7) t ve R+miX4X1/81 X 4 X 3/8 HEAD (TYPJTUBEMULLIONTUBEMULLION EMBEDMENT FLORIDA EXTRUDERS 'TERNATTONAL, MASANFORD; FLORIDA 2 TITLE: SER. 1000/ 1.500 FIN SHEET . 1 OF 2 TWIN 'HORIZONTAL MULLION SECTIONS. SEE OTHER SIDE (SHEET-2 1- 2) FOR 9 x 3/4 SELF : DESIGN,,PRESSURE CAPACITIES8X3/4 SELF c ; TAPPING SMS1006A- -TAPPiNG.SMS :.. , 1000 S.H. t . HEAD CTYP.> HEAD (TYPJ _. .8 rr_ Z iRAB21 BY: MSH APPROVED. BYc SECTION `A —A (5) SECTION A —A (6)-' DATE:2/6/02 SCALD: NTS DWG.: 1HMF INTW SEA: ANT a_T., c WINDOW FLANG=S MULLION 1000 P.W./DESIGNERISILL (TYr.). AS X 3/4 SELF TAPPING SMS r 1 X 2 X i/S Tom:= MULLOGN SEALANT WIN E^_V FLa?rC-<- t MRLICN X 3/4 SELF 4920 S._TA. ? IP G SMS A AN. SEC QN A -A (i ) S wR_IO fr1000 P.W./BESIGNER 1 .SILL (TYP,) I AS X 3/4 SELF TAPPING SMS 1 I X 2 7/26 X 1/8 lflT•1 TUBE MULLION SEALANT BE WINL-OW FLp t MULLION 8 X 3/4 SELF i000 S.H. 'TAPPING SMS HEAD CTYP.) SEALANT BCTWEEN S; CTION A —A (3) WINLOW FLANGES _ t MULLION 1000 P.W./DESIGNER•. SEALANT BET'rEEN I SILL CTYP.) WINMV FLANC=S .--, 8 X 3/4 SELF t MULLION TAPPING Sms X4X1/8 I i r 2' Gu P,V:/DESIGNER P!CAL MULLION TO CONCRETE 0 JAMe i (APPUES TO .A,U2 WHERE i' X 4'. SILL CTYP.) k 2' X ' TUPE MULLIONS A -PE USED) Y 1 kE X 3/4 SELF TAPPING SMS t II CONCRETE OR MASQNRY is BY THERS j1 X2X3/G. I TLBE I'••:L MIN R j G'v + WOED FLORMA $•®., BUCK OTHERS al sRAL A XANUFACTVBYR NAM" j i }I c9 X 3/4 S'LF L0Rf09 U iC7_ S4 TAPPING SMS Ci!ON A —A (2) I !OG P.'.VDESICNER jjj'''''10G9 F'.'d/7ESIGNFR - .. S LC <7YPJ INSTALLATION ANCNGR. 3/15' DIA. TA. •, S REW ANCr •'C'YP.; X, -NAL MULLION - INSTALLATION G.IP: ULLrn r Lr4 TAPPING SMS #S X 3/4 SELF jj-I X 2 7/15 X 3/2 TA,, SMS TUBE MULLION 2 X 4 X 3/8 , !_ 11/4• MIN. if m I EM9Ey.^icN, SEALANT HET WEENVINGVFLANGE.- t MULLION 8 x 3/4 SELF L-1G00 S.H. TAPPING SMS HEAD (TYP.) . SECTION A -A (4) T-I030 P.W./0ESiGNER Si! (TYP.) 2 X 3/4 SELF TAPPING SMS 8 X 3/4 SELF ` \-#8 X 3/1, SELF TAPPING SMS_. - ,APPiNG SMSiat0S.H. ,00C S.H. H_A:) CTYP.) rEAD CTYP.) A —A 16) F8 X.3/4 SELF TAPPING SMS iutiD S.H HEAD CTYP.) SECTION A —A (7) El EVATiON ViE'NED FROM EXTERIOR f TITLE SER: _1GQ / ..50 FLANGE _;.SHEET I F• 2 I TWIN' H©R T ZONTAL MUU I CIN SECTIONSri i SEE J_rIJr_ -SnEs.i 2 OF. c) FOR fi DESIGN PRESSURE CAPACITIES ill BY• :M, SH APPROVED BY: . FEB 15 20,2 DATE:2/4/02. SCALE NTS DWG.. 'HrJ FL'T'W 2 1000 P.W./DESIGNER SILL CTYPJ Q 8 X 3/4 SELFNAPPINGSMS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- 1. MULLION 11 SEALANT.BEfWEEN3 U IMULLLIONNDOWFLANGES: 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD CTYPJ SEALANT BETWEEN - WINDOW FLANGES SECTION A (1).. • L MULLION:.. r1000 P,W DESIGNER SILL CTYPJ 1 #8 X 3/4 SELF TAPPING SMS . 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOV FLANGES- L MULLION hi 8'X 3/4 SELF 1000 S.FL ..TAPPING SMS HEAD CTYPJ SEALANTBETWEEN SECTION A —A (3) WINDOW FLANGES L MULLION.. .. 1000 P.W./DESIGNER SEALANT BETWEEN SILL CTYPJ WINDOW FLANGE L MULLIOS_ N 8 X 3/4 SELF TAPPING SMS 1X4X1/8 TUBE MULLION 1000 P. W./DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS I X 2 X 3/8. TUBE MULLION AUXILIARY PLATE FOR ADDITIONAL ANCK3M WHEN REQUIRED) ,. Q. O O DETAIL C APPLIES TO HEAD & SILL WHERE 1" X 4" 2" X 4' TUBE MULLIONS ARE USED SHEATHING IDN INSTALLATION ANCHOR #8 WOOD RRjO' ..... SCREW.( TYPJ_._. EXTERNAL MULLION CENTRAL FLO RMA B.O.A rclK BY vaOD INSTALLATION CLIP 8 X 3/4 SELF CK BY. OTHERS 1o00 S. H. TAPPING SMS . bfAjJU A.CTTMR NHEAD.<TYPJOR/P4 FM7P L 'MULLIONSECTION A - A (2) r 1000 P.W./DESIGNER MUSTFR' .:FHEV SILL CTYPJ DETAff C r-- A 8 X3/4 SELF 1000 P.W DESIGNER -- TAPPING SMS SILL CTYPJ 1 X 2 7/16 X 3/8 L_ A J TUBE MULLION # 8 X 3/4 SELF TAPPING SMS 2.X 4.X 3/8 TUBE MULLION J SEALANT BETVEEP WINDOW FLANGE L MULLION.' 8 X 3/4 SELF IOoO S. K TAPPING SMS HEAD CTYPJ . . SECTION A — A (4) 1000 P. W DESIGNER SILL CTYPJ' 8 X 3/4 SELF TAPPING SMS I X 4 X 3/8 rTrw—rdl T TUBE MULLION u 8 X 3/4 SELF 8 X 3/4 SELF 1000 S H -TAPPING SMS 1000 S.H. TAPPING SMS HEAD CTYPJ . - - . - .. HEAD (TYP.) SECTION `A— A_SECTION —A (5) SECTION A —A (6) 1 1/ 8, MIN. EMBEDMENT a eiAnoN HEWED FROM EXTERIOR DETAIL B APPUES TO HEAD. B SILL WHERE I' X 2 k 1 X 2 7 16' TUSE:MUUIONS ARE USED TlMSCRANCHOR ._. OR O ITISW.CLIP 8X 3/ 4 SELF TAPPING SMS I000 s.H. SECTION A —A (7) HEAD CTYPJ I tie ENT EMBEDNENT-- . FLORIDA EXTRUDERSINTERNATIONAL ZINC SANFORD, FLOPOA rTLE: SER. 1000/ 1500 F I N.. SHEET 1 -OF. 2 HORIZONTAL" MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2)!FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED _BY: DATE:2/6/ 02 I SCALE: NTS DWG.: 1 HMF I N C r 000 P,V./DESIGNER r .S%L (TYP.) ua v ?/4 SELF TAPPING SMS 1 x X /8 i TUBE MULL_Gti SEALANT SETVE'_N 2i WINDOW FLANGES- i MUvN SEA ANCBETWEEN' • V N - FLANGES ` - —><e x 3/4 S=:_ 1. MULLICN `— C3 S TA=FIN; SNS r+tAU. (7 YP.) SEALo;NT EETv-c7) WINDOW FLANG_S SECTION .A —A (? ) L MULLION - 1000 P.V./DESIGNER SILL (TYP.) e X 3/4 SELF TAPPING SMS I X 2. 7/16 X 1/8 1 TUBE MULLION SEALANT BETWEEN W!NDDW FLANGES- L _ L MULLION . e X 3/4 SELF lOGD S.H. TAPPING SMS HEAD (TYP.) SEALANT EETYEEN SECTION A —A (3) WINDOW FLANC-S - L MULLID4 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES, 6 X 3/4 SELF L MULLION TAPPING SMS I X 4 X lib 1 / IUPL MVLLILIN 1000 P.W./DESIGNER YPiCAL MULLION TO CONCaZTE 6 JAMB 1 cr! L (TYP.) (A. -PLIES TO JA:!Q WHERE X aj32" X 4" TUBE &iULLiONS ARE JSZC) SR Y 3/4 SEI.F TAPPING SMS (.I CONCR=TE OR MASONRY I EY OTH=rtS Ii I ri 2 X 3io d ON= BY WOCD— Butt BY. OTHERS CENTRAL FLoRmA. B.O.A.F. i TA. SMS n+4 J1 Cf (JRER-.. NAM: 41:e i12A FX`rRVDERS sE CT OrN' A -A (2 ST &., # 6 I--1000 P.W./DESIGNER SILL (TYP.) I a X 3/4 SELF 7APF•-N sMs lDL P.W./DESI:NL .;— X 2 7 /16 X 3/8 SILLr— L (TYP.). {i TUB;-' MULLION ( --4I e.X 3/4 SELF E TAPPING SMS j . 1r 2 X 4 X 3/8 j SEALANT BETWEEN VSNDOV FLANGE 8 MULLION 3/4 S-L- 1060 S.N. TAPPING SMS ' HEAD <TYP.) SECTION A —A (-Ar) F 1000 P.W./DESIGNERSILL (TYP.) . r-1(8 X 3/4 SELF TAPPING SMS I X 4 X 3/8 EI nn tuic KLLIL-i: TUBE MULLION ae x 3/4 SELF TAPPING SMS lcC T0o S.H. GEION A —A (7) 1_08 X 3/4 SELF -!sQ X 3/4 SELF TAPPING SMS ` AAr.". SMS L-1900 S.H.`— Ieec S. HEAD (TYP.) HEAD tTYP.> cEC`,n: y A—S.. CT!nnA G 512002. QUAIL_8NSTALLATION ANCHOR 3/iv DIA TAPCON SCR '! ANCh.Ci ( TYF.) EX'ERNALMULL JY -. INSTALLATION CLIP , MJLLMN H! N. TENT r I 1. ELEYATiON ViEWEOFROM EXTERIOR rmE: SER. 10,0/ 1500, FLANGE _ANGE SHEET 1 Or2 H00RIZuNIT AL. ML'_L_ I ' 4 SEC -IONS SEE 0 -CfC SIDE l SHEE C Or---.2,, F L.'R DESIGN PRESSi RE CAPACITIES 5 1000 S.H. i X 2 X 1/8 1000 S.H. I X 2 X 3/8 JAMB (TYP.) TUBE MULLION JAMB CTYPJ, TUBE MULLION 8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS 2 X 4. X 3/8 SEALANT BETWEEN SEALANT BETWEEN TUBE MULLIGN WINDOW FRAME WINDOW FRAME MULLION .L MULLION 8 X 1-1/2 SELF #8 X 1-:1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (1) SECTION A -A .(2) 1 X 2 7/16 X 1/8 1000 S.H. 1000 S.H. TUBE MULLION 1000 S.H. 1 X 2 7/16 X 3/8 JAMB CTYPJ JAMB CTYPJ JAMB CTYPJ TUBE MULLION . 8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN VINDOVFRAME I MILLION 8 X 1-1/2 SELF TAPPING SMS SECTION A -A 73) IX4X1/8 TUBE MULLION 1000. S.H. JAMB CTYPJ SEALANT BETWEEN #8 X 1-1/2 SELF WINDOW FRAME TAPPING SMS 6 MULLION: S CT8X1-1/2 SELF. —E--ION TAPPING SMS DETAIL SECTION A —A (4) TUBE MULLION T3•Q•• 1 1/8, MIN. EMBEDMENT F_ TWO BY WOOD DETAIL C BUCK BY OTHERS SHEATHING u, INSTALLATION ANCHOR #8 WOOD SCREW CTYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES TO HEAD k SILL WHERE 1" X 4' do 2' X 4' TUBE MULLIONS ARE USED APPLIES TO HEAD do SILL WHERE 1" X 2' do 1- X 2 7/16` TUBE MULLIONS ARE USED 8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR DETAIL GOD SCREW L CTYPJ SILL CLIP r SEALANT BETWEEN. WINDOW FLANGES L MULLION A 7 t SMEATHR4 1 1/8• MIN. EMBEDMENT. r vwn vawu+c AUXILIARY -PLATE FOR ADDITIONAL. ANCHORS, WHEN REQUIRED) O A A 1000 S.H U IDA # O O JAMB CTYPJ 8 SELF TAPPING r \ SMS CTYPJ DETAIL R MULLION 8 x 1/2 SELF N8 X 1%2 SELF ELEVATION O TAPPING SMS TAPPING SMS VIEWED FROM EXTERIOR INTERNATIONAL, INCFLORIDAEXTRUDERS. SANFORD, FLORIDA SER. 1000/1500 FIN SHEET 1 OF.2 VERTICAL MULLION SECTIONS SEALANT BETWEEN - • SEALANT BETWEEN-- RAKEa AMEJLt 2 SEE OTHER SIDE (SHEET 2 -OF 2) . FORMULLIONMUL I DESIGN PRESSURE CAPACITIES8X1-1/2 SELF ,.. 8 X., 1-1/2 SELF TAPPING SMS .... TAPPING-SMS DRAWN BY: MSI1 APPROVED BY:: . SECTION A=A (5) SECTION' A —A (6) narE:2/6/02 I scALE:NTS DWG.: iVMFIN I i3G£ S.M -. X 2 X lie S•H, 1 x 2 x 3/8 , n JPNE :TY?.) TL'E= MUL---'!: JAM: <i YFJ TUE_ MULLIONGNE Y WOOD_ nETq;'C i v - ^c y L n:."K BY [ f Wert„ CONCRETE R MASONRiYr BY GTHt RS 1/2 SELFF 8 X 1/2 SELF 1 1/a• MIN. EMBEZMEN?S 1.. Q / ' A. i X iriG SMS TAPPING SN i h S£ALAhT BETWEEN* y:..•^ INS A L4,I:h Ah r!..R. 31I6IA. S£ALA-NB Tic_•. Y'. N„- cS L NUL+[GN S. 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Ix4x1/6 .1 X 4 X 3/e Hf O TUBEMULLIONTUnNi A I A r 31^ sy. 3.S.M-, . .1 . vUXT" Ti i , I Tx JAMB ( TY?) 1 0 QJAMB ( TYP.) { a_o cc, c r caru. -I-- SMS ( TYP.) `- D"TAT_ b i IELEV-4110N . e X 1/2 SELF #e x 1/2 SELF I VIEWED FROM EXTERIOR TAPPINGSMSTAPPINGSMS — -- --- 1 FLORIDA EXTRUDERS- Ro °ram 'Nc TITLE: SER. 10.00/ i. '-;u0 FLANGE, . SHEET 1- OF -"2 SEALANT BETWEEN N. SEALANT: E_Tl`EEN = K - . 1__ _SECTIONS V! N*Dn-VFLANGES . - . ' - WIND7V FLAN[_S S C t O TM ' i i OTHER SIDE < SHEE T -:.11 2) `r IIR LMULLION \ ..:..L MULLION , Ire X 1-1/2-SELF `- #8 X 1-1/2 SELF. DES?:.' PRESSURE CAPACITIES . TAPP NG SAS...... TAPPING^SMS ? FES l C 2 : CTiGti —A ` _ 1. , HJ.v H f+ r b , i DRAWN BY• M S `APPROVED HY• iDATE: 2/11C'E SCALE: _:TS DWG.:1V`1, L.r a I X 2 X I/E! IOC11 S. 1 x 2 x 3/e ioac S.H. — 1tl t 'R137- MULLION gj1rUA _ C MA J, TUBE MU'_! IVN mB TYP.1 s X 1/2 SELF _ #8 X I/A_ SELF X 4 X 3/60IAPNGSMSTAPPING' SMS TLBI MULL12N mma. loc.3' S.n S-TA,_AN- SEA' -ANT BE TV:.LEN i W,NDCW FLANGES $12 A -1/2'.SE L MULLION L m.;L-13t, &;-Fi% - st4SX -L;' TA=?i.Nn- SMS SC'r_T!CN A —A 1, 1 S;,Cl':(j-N AA (2) TYPICAL VEP,7;CAL TO HOR1C147AL MULLION TO MULLiC.14 SC; 2 x _F X - OR ?X MJLL <Typ.) AX: 2 7/16 X 1/2 Y 2 7/16 X j/e TUB7_ MULLION NSTALI A'1:3.i XNC Cl, QOS.H.IS- PC' 1000S.H. I i. — : / TI-12E MULz r N T BETWEEN &A. T& ON TYP.) SEALANT - \— #8 X 1-1/2 SELF C JAMB (TYP.,' JAMS WINDOW FLANGES SORLV AN PC Q TYPJ' TAPPING SMS LMULLION '(7 1 IF S1-_L SECTIONA —A 48 X 1/2 SELF 8 X 112 SELF Ty PTAPPING SMS I ;APPING SMS 1/ 4' M IN. EMETDMENT ummmummiD. PRECAST SILL BY D EQS SEALANT BETWEEN AUXUARY PLATt SEALANTBETWEEN _V OVFLANGESWINDOWFLANGESVP4E #e X 1-1/2 SELF LMULLION (F:Q A:!rjjTl0NAL. ANC.4aqS. WHEN R EQULR ZD' LMULLIONTAPPING - SMS /Z 2N 7 toxI -1/2. S,!-:- TAPPING SMS I 7 _j (D SECTION A—61 SECTIOt-4 —A (4) T A I X t 4 X 1/8 l X 4 X 3/8 B I % TUBE MULLION - ' LION TUIEPI L_ q ACT 1 L PKZ E LEvai CO. 1 oc S.H. FR^,-.V, EX_.F_R!GR INTERNATIONAL. INC 6 X 1/2 SELF fa x 1/2 SELF FLORIDA EXTRUDERS, SANFdRD,FLORIDA TAPPTNG SMS av w TAPPING SMS TrM: ER 100011500 FLANGE SHEET, VERTICALMULLTONTNTOHORIZONT41— SEALANT BETW SEALANTBETWEENEENn S SEE OTHERL SIDE (SHEET'2 OF 2) r7OR WINrr, WFLANGES #8 X 1-112 SE: DES GN.PRES CAPACITIES.. LMULLIOLTAPPING- SMS 0 aX1-112 SELF TAPPING SMS ED 15 DRAWN BY: M SH BY; 0 F APPROVED Q' cCTiOIN' A —A I S Q T; A —A !6) r. DATE:2/6/0- SCALE:,\!TS DWG.: IVMHMFLG. 3/ SEALANT BETWEEN APPLES TO HEAD do SILL WHERE 1' X 4' WINDOW FLANGES L MULLION AUMABLEIAN do 2' X 4" TUBE MULLIONS ARE USEDDETAILC 2000 P.W./DESIGNER 2000 P.W./DESIGNER FOR' ADDITIONAL ANCHORS. WHEN REQUIRED) TYPJ SILL (TYPJ Q . 8 X 3/4 SELF S X 3/4 SELF SHEATHING' TAPPING SMS TAPPING SMSJSILLIX27/16X1/8 TUBE MULLION iX27/16X3/8 TUBE MULLION C16 O O ANCHOR #8 WOODINSTALLATION SCREWSEALANTBETWEEN TYPJ WINDOW FLANGES L MULLION EXTERNAL MULLION ir TWO BY WOOD INSTALLATION- CLIP BUCK BY OTHERS . 8 X 3/4 SELF 8.X 3/4 SELF 1000 S.H. TAPPING SMS 1000 S.H. TAPPING SMS MULLIONHEAD (TYPJ HEAD (TYPJ 2000 P.V./DESIGNER SECTION A —A (1) SILL (TYPJSECTIONA —A (2) PLIES TO HEAD h SILL WHERE t' X 2' a I' X 2 7/16- TUBE MULLIONS ARE USE AI 8 X 3/4 SELF TAPPING SMS . 2 . X 4 X 3/8 TUBE MULLION INSTALLATION ANCHOR y FLORID NB .) SCREW NOR RIP. sL©Y a•+• I illlt41 r- NAM: SEALANT BETWEEN WINDOW FLANGE.. L MULLION L1 1/8'. MIN. QMA U D 5 EMBEDMENT EMBEDMENT r-- A SEALANT BETWEEN SEALANT WINDOW FLANGESVDVDOVLANCES TAPPING SMS SELF L MULLION L MULLION - L_ A 2000 P.V./DESIGNER4100 PIGNER SILL (TYPJ 1000 S.H. HEAD (TYPJ 8 X 3/4 SELFXTAPPINGSMSPING3/4 SELF SECTION A —A (5) 1 X4X1/61 SMS X 4X3/8. TUBE MULLIONTUBE MULLION FLORIDA EXTRUDERS INTERNATIONAL, INCSANFORD, FLORIDA T=:SER.' 2000 FIN SHEET 1 OF:2 HORIZONTAL MULLION SECTIONS Z: SEE OTHER SIDE (SHEET 2.F2) FOR8X3%4. SELF SMSPPING X 3/4 sELFDESlGNSMS PRESSURE ^CAPAC IT I ES :e.:..,.1000S H .TAPPING HEAD CTYP) HEAD CTYPJ 1 EB Y002 DRARN BY: MSH APPROVED BY: SECTION A —A (3) SECTION A —A (4) DATE:2/6/.02 scAu:NTS Dxc.. `'2HMFINTR TYPICAL MULLION TO CONCRETE .0 JAMB APPLIES TO JAMB WHERE 1' X 4". DETAIL 8 do 2' X 4' TUBE MULLIONS ARE USED) Q 2000 P.V./DESIGNER 2000 P.V DESIGNER SILL (TYPJ + SILL (TYPJ CONCRETE OR MASONRY 8,X 3/4 SELF / #8 X.3/4 SELF BY OTHERS TAPPING SMS TAPPING SMS I X 2 7/16 X 1/8- 1 X 2 7/16 X 3/8 .. _ INSTALLATION ANCHOR 3/16• DIA. TUBE MULLION TUBE MULLION - TAPCON SCREW ANCHOR (TYPJ ONEBY WOOD EXTERNAL MULLION INSTALLATION CL IPSEALANT BETWEEN SEALANT.BETVEEN BUCK BY OTHERS WINDOV FLANGES WINDOW -FLANGES. .. •. .. - . MULLION L MULLION MULLION 2000P.W./DESIGNER L J #8X3/4 SELF #8 X 3/4 SELF :. .SD_(TYPJ F 2000 S.H. TAPPING' SMS 2000 $ H: TAPPING SMS HEAD ( TYPJ HEAD (TYPJ #8 X 3/4 SELF SECTION A —A (1) SECTION A —A (2) f TAPPING sMs. - 2 X .4 X 3/8 TUBE MULLION Q 9 1 APPLIES TO HEAD. do SILL WHERE I' X 4` AUXILIARY PLATE k 2' X 4" TUBE MULLIONS ARE USED B-ilyl ffDR ADDITIDNAI_ ANCHORS, WHEN REOUIRED) GlyTlnri ri"• u l'J."uiD1 . . 3 . O AI C M-AN FACTITWER fiAbffiS - SHEATHING Go/QIDA Z5Y SEALANT BETWEEN MASTER IFS # O -O WINDOW FLANGES - INSTALLATION ANCHOR #8 WOOD L MULLION _ 2000 P.W./DESIGNER 2000 P.W./DESIGNER Ltd SCREW CTYPJ SILL CTYPJ SILL "CTYPJ .. O 8 X 3/4 SELF - 18 X 3/4 SELF''.- EXTERNAL MULLION TAPPING SMS. TAPPING SMS INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS i X 2 7/16 X 178 i X 2. 7/16 .X 3/8 - TUBE MULLION TUBE MULLION MULLION SEALANT BETWEEN - .. .. ... WINDOW FLANGES - - .. .. .. L MULLION ' DET 2000 P.V./DESIGNER DETA L a1 / A SILL CTYPJ % 8 X 3/4 SELF #8 X 3/4 SELF l 1000 S.H. TAPPING SMS 1000 S.H. TAPPING SMS #8 X 3/4 SELF HEAD CTYPJ HEAD CTYPJ TAPPING SMS2 X 4 X_3/8 jSECTIONA -A (1) SECTION A -A (21 TUBE MULLION L IN EMBEDMEN SEALANT BETWEEN WINDOW FLANGE VIEWED TEFROMEXRIOR L MULLION DETAIL B.. APPUES TO HEAD. & SILL WHERE 1" X 2' g 1 •...X -2 7 16'-TUBE- YUUJONS ARE USED SEALANT BETWEEN SEALANT BETWEEN ` B+sTALLana ANGiDR WINDOW FLANGES WINDOW FLANGES .... - - : - ... 18 WOOD SCREWLMULLIONL. MULLION' - .. -. <iYPJ 2000 P.v./DESIGNER 2000 P.W./DESIGNER HORIZ CLIP SILL CTYPJ SILL (T.YP.) #6 X 3/4 SELF TAPPING SMS8X3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS -1000 S.H. SECTION A -A (S 1 X 4 X 1/8• 1 X 4 X 3/8 HEAD CTYPJ EMBEEMBEDMENTTUBEMULLIONTUBEMULLION INTERNATIONAL. INCFLORIDAEXTRUDERS ..SANFORD, FLORIDA ME: SER. 2000 FIN SHEET I OF 2.. rEB-2,002 TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET:2 F 2)'FOR 8 X 3/4 SELF #8.X 3/4 SELF c ' 1000 S.H;. TAPPING SMS TAPPING SMSDESIGN PRESSURE.CAPACITIS i000 S.H f. HEAD CTYPJ,. HEAD CTYPJ DRAWN BY: MSH ' 'APPROVED, BY SECTION A -A (3) SECTION A—A DATE:2/6/02 IscatE: N TS DWG.:: 2HMF:INTW a ISEALANTWINDOW t TYPICAL MULLION TO CONCRETE m JAMB APPLIES TO JAMB WHERE I' X 4' DETAIL8 Ec 2X 4' TUBE MULLIONS ARE USED) _ Q MULLItIN 2000 P.V./DESIGNER SILL CTYPJ 2000 P.W./DESIGNER SILL CTYPJ' 8 X 3/4 SELF r 8 X 3/4 SELF, TAPPING SMS 1 X 2 7/16. X 1/8 TUBE MULLION TAPPING SMS 1X2 7/16 X 3/8 TUBE MULLION BETWEEN SEALANT BETWEEN FLANGES WINDOW FLANGES. L MULL113N 8 8 X 3/4 SELF X3/4 SELF' 2000 S.H.' TAPPING SMS 2000 S.H. TAPPING SMS. HEAD CTYPJ HEAD CTYPJ . SECTION A —A (1) SECTION A —A (2) SEALANT BETWEEN WINDOW FLANGE t MILLION LV. 1t+l.L9 M.1H A'lr 1I lUJlSu+R NAME: FGOR/ D4 _l vDfAs SEALANT BETWEEN WINDOW FLANGES L MULLION 2000 P.W./DESIGNER 2000 P.W./DESIGNER SILL CTYPJ SILL CTYPJ 8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMS 1X4X1/8 TAPPING SMS 1X-4X3/8 rlCl1— TUBE MULLION TUBE MULLION SEALANT BETWEEN WINDOW FLANGES'. L MULLION ..... 8 X 3/4 SELF `—#8 X 3/4 SELF 2000 S.H. 2000 S.H. . TAPPINGSMSTAPPING SMS HEAD CTYPJ HEAD CTYPJ SECTION A=A (3) SECTION A —A (4) . CONCRETE OR MASONRY BY OTHERS d INSTALLATION ANCHOR 3/16' DIA TAPCON SCREW ANCHOR <TYPJ ONE HY WOOD EXTERNAL MILLION INSTALLATION CLIP BUCK . BY. OTHERS MULLION 2000 P.V./DESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS 2 X 4,X 3/8 Q TUHE.MULLION I+ 1 I/4' MIN EMBEDMENT It X 3/4 SELF TAPPING SMS 1-- A 2000 S.H. _..._ HEAD'( TYP.) SECTION A —A (5) ELEVATION;,: " VIEWED FROM EXTERIOR INTERNATIONAL, INC FLORIDAEXTRUDERSSANFORD, FLORIDA i SER..; . 2000 . FLANGE - SHEET j lOF. 2 TWIN H R'IZONTAL- MULL I;0W'SECTIONS SEE OTHER SIDE (SHEET 2 F 2)- FOR DES IGN;.PRESSURE CAPACI,T.I,ES 11 F B 260 lbRAWN HY:MSH TS a AUXILIARY PLATE APPUES TO HEAD & SILL . WHERE 1" X 4' OrER ADDITIDNAL ANCH=, WHEN REQUIRED) dt 2' X 4" TUBE MULLIONS ARE USED DETAILCENTRALFi.,ORMA B. ®. A. F. C P,NIJF A CF' P. NAME o _o SHEATHING SEALANT BETWEEN MAST R FME MULLDYI . WOOD WINDOW FLANGES INSTALLATION ANCHOR #B-( TyP.) L MULLION - . , . .: .. SCREW CTYPJ 2000 P.V DESIGNER 2000. P.W./DESIGNER J . SILL CTYPJ SILL CTYPEXTERNAL MULLION 8 X 3/4 SELF #8 X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS... TWO BY WOOD`. BUCK BY OTHERS I X 2 7/16 X 1/8 - 1 X 2 7/16.X 3/B W.,- TUBE MULLION TUBEMULLION MULLION • SEALANT. BETWEEN -- WINDOW FLANGES L MULLION DFTAI' -_ 2000 P.W./DESIGNER j SILL CTYPJ \ / L_ A 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS 10o0 SR TAPPING SMS #8 X 3/4 SEZr 1000 SH TAPPING SMS HEAD. HEAD (TYP.) 2 X 4 X 3/8. SECTION A -A (1) SECTION. A -A (2) TUBE MULLION 1 1/8' MIN. EMBEDMENT ELEVATION SEALANT BETWEEN ... _. _.. .. - . VIEWED FROM ;EXTERIOR WINDOW FLANGE AI APPLIES TO HEAD SILL WHERE 1' X 2' c L MULLION.:'. - ... X2.7/16'-TUBE.YUUJONSARE :USED SEALANT BETWEEN SEALANT BETWEEN ` WINDOW FLANGES SECTION A -A (5) L8 VMDALLAIONSCR ANd10R WINDOW FLANGES •8 - WOOD SCREW L MULLION _. ._ .. CTYPY y MULLION 2000 P.W./ DESIGNER r2000. P.W DESIGNER #8 X 3/4 SELF a SILL (TYPJ it SILL CTYPJ TAPPING SMS 8 X 3/ 4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS — 1000 S.H. I v8' MIN 1 X 4 X 1F8 1 X 4 X 3/8 HEAD (TYPJ EMBEDMENT TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS ° F o A 8X.3/ 4 SELF #8 X 3/4 SELF TAPPING SMS. TAPPING SMS 1000 S.H. . . - 1000 S.H. HEAD CTYPJ HEAD ( TYPJ SECTION A -A ( 3) SECTION A -A (4) Al TTrt.E: SER 2000 FIN SHEET . 1 .F'2 HORIZONTAL-MULLION'SECTI NS SEE OTHER SIDE < SHEET 2 F 2) .FOR DESIGN PRESSURE-CAPACIIIES.. DRAWN BY: MSH APPROVED BY: DATE:2/6/ 02 SCALE:NTS -,.]DWG.: 2HMFI.W- s TYPICAL MULLION TO CONCRETE 0 JAMS APPUES TO JAMS WHERE I' X 4" D IL 8 6, 2 X 4' TUBE MULLIONS ARE USED) SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES VINDGV FLANGES L MULLION L MULLION 2000 P.V./DESIGNER r2000 P.V./DESIGNER SILL (YP.) SILL (TY.P.) 8 X 3/4 SELF #8 X 3/4 SELF TAPPINGTAPPING SMS p TAPPING SMSIX 2 7/16 X 3/8 I X 2 7/16 X VS TUBE MULLION TUBE MULLION SI LL p X L MULLION A PP' 8 X 3/4 SELF #S X 3/4 SELF 2000 S.H. TAPPING SMS 2000 S.K, TAPPING SMS HEAD (TYP.) HEAD (TYP.) SECTION A -A (1 SECTION A -A (2) SEALANT BETWEEN CONCRETE OR MASONRY—,,,,., BY OTHERS INSTALLATION ANCH13R 3/16' DIA TAPCON SCREV ANCHOR CTYPJ ONE BY WOO . DL- . EXTERNAL NULLMN LNSTALLATMN CLIP BUCK BY OTHERS 2000 P.W./DESIGNER MULLION SILL 'P'iSILL (TYPJ, 8 X 3/4 SELF TAPPING SMS 2_X X 3/8 TUBE MULLION 1/4- MIN. EMBEDMENT A 8 X 3/4 SELF TAPPING SMS A 2000 S.H. AD (TYP.) SECTION A-L(5) LLEVAnON VIEWEDFROM EXTERIOR RMRNATIONAT, INC. FLORM.A. EXTRUDERS sANFoRD, FLORIDA TIM: SER. 2000 FLANGE SHEET j OF-, 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (-SHEET-"2 OF 2)J:_ FOR DESIGN ' PRC5SURE'-CAPAClTjES 8 20U. DRAWN By. MSH ay TVO BY WOOD DETAIL C BUCK BY OTHERS ' 1 1/8' MIN.... EMBEDMENT 2000 S.H. 2000 S H. X 2 7/16 XJAMB (TYP.) 1 1/B JAMB CTYPJ 1 X 2 7/16 X 3/8 TUBE MULLION TUBE ,MULLION 2 X 4 X 3/8 TUBE MULLION H ATHINSE G 8 X 1/2 SELF:. 8 X 1/2 SELF INSTALLATION ANCHOR #8 WOODTAPPINGSMSTAPPING,SMS SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP 2000 SA MULLION... JAMB (TYPJ APPLIES TO.-HEAD.Qc .SILL WHERE 1" X 4" 4- 2" X .41. TUBE MULLIONS ARE USED SEALANT BETWEEN SEALANT BETWEEN 1/2 SELF APPLIES TO HEAD &. SILL WHERE 1" X 2" vINDOv FRAME WINDOV FRAMENG SMS " & 1" X 2 7/16" TUBE MULLIONS ARE USEDMULLION - . 8 X 1-1/2 SELF' 8.X 1-1/2 SELF TA INSTALLATION ANCHOR TAPPING SMS TAPPING SMS DETAIL #8 WOOD SCREW SECTION A —A (1) SECTION A —A 2 TYPJ SILL CLIP CiNTRA FL®A B.O.Ao .F n. 7 rt-+ 48 X ,1-1/2 SELF NAME: 1vLLtS11V6J1CACIYJYiY:[R Pit9ME2.:. TAPPING SMS WINDOW FLANGES ^ . .. 1 1/8' MIN. 6MULLION .. .. EMBEDMENT GoR/ t>tF ^LR11 SECTION A —A (5) u+uTMv+D — 7 MkSER # / DETAIL C WORD. FRANDIG AUXILIARY~ PLATE- 1 X 4 X 1/8 1'X 4 X 3/8 FOR ADDITIONAL=ANCHORS,' WHEN REQUIRED) TUBE MULLION TUBE MULLION r 2000 S.H. <: 2000 SA q - q- JAMB ( TYPJ JAMB YTYPJ. 8 SELF. TAPPING. 8 X 1/2 SELF.. f8 X 1/2 SELF SMS (TYPJ,. DETAIL B ULLION MTAPPING SMS TAPPING SMS ELEVATION. Q VIEWED FROM. EXTERIOR Y L t; • INTERNATIONAL, INC FLORI-DA .SANE rr . EXTRUDERS v _ .._. _ ORD. FLORIDA TrrLE: SER 2000 FIN SHEET 1 OF 2 VERTICAL MULL'ION;SECT,IONS - SEALANT BETWEEN .:., SEALANT BETWEEN U.J i WINDOV.fRAME :.VIHDOv FRAME. 2 ) : FOR sMuulpNr+U4LI°" DES IGNHPRESSURE<CAPAC I T I ES 8X .1=1/2 SELF_ 8 _X 171/2 SELF TAPPING. SMS, TAPPING. SMS DRANK BY: MSH " ' APPROVED'BY: SECTION A -A (3) - SECTION A —A (al Dnre:2/6/02 SCALE: NTS DXG:i: 2VMF I N 23 8 X 1/2 SELF #8 X 1/2 SELF TAPPING.SMS TAPPING SMS If SEALANT BETWEEN' SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES L MULLION - - L MULLION . . . _ 8 SELF T„, 8 X 1-1/2 SELF #8 X 1 1/2 SELF SMS (TYP.) DETAIL B MULLIONTAPPING. SMS - TAPPING SMS ELEVATIONSECTIONA —A (3) -SECTION A -A (4) VIEWED FROM EXTERIOR FLORIDA EXTRUDERS NAL,RmaAT'IO tiAN ' ACTYI$:IEH$ P1A oRn, F't o LoR/ v n: SER. 2000 . FLANGE.: SHEET---1 OF2 v% VERTICAL MULLI N SECTIONS r MA$T1l Bfi lu # Lr SEE THER , S I:DE ,SHEET :.2- F 2) F R 1. 8 3202 DESIGN PRESSURE .CAPAC-ISIES DRAWN DATE: 2/2/02 SCATZ::.NT_S p ODWG