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Home My WebLink About236 Venetian Bay Cir (2)CONTRACTOR ADDRESS Morrison Homes 151 Southhall Ln 11200 PHONE NUMBER _ Maitland, FL 32751 407-257-6940 PROPERTY OWNER CRC 041929 ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE — SUBDIVISION VO4f. An PERMIT # `% DATE-V 3( U PERMIT DESCRIPTION PERMIT VALUATION bc —7 (.D C SQUARE FOOTAGE C: E q 1WHERWTGAI UI' IO AT COi City of Sanford Certificate of Occupancy This is to certify that the building located at 226 Venetian Bay C for which permit number 04-1809 was issued and has been completed according to the plans and specifications filed in the permit, to wit a New Single Family Detached complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Building: B. Oden 10/13/04 Engineering: D. Richards 10/13/2004 Public Works: J. Crumpton Utilities: R. Blake Fire Department: N/A Zoning: N/ A Morrison Homes Property Owner 10/14/ 04 10/21/ 04 Conditions (if blank, no conditions apply) 10/26/ 04 u f ici 1 Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 10/12/04 04-1809 226 Venetian Bay Circle Morrison Homes Chris B. 407-948-4893 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. ngineerin Fire Public Works Zoning N/A N/A Utilities Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF 0/0 OCCUPANCY REQUEST FOR FINAL INSPECTION:5 OpLMObO SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 10/12/04 226 Venetian Bay Circle Morrison Homes Chris B. 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire N/A blic Works U VI'l OZoning N/A Utilities Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 0) CERTIFCATE OF OCCUPANCY 1REQUESTFORFINALINSPECTION SINGLE FAMILY RESIDENCE 7j DATE: 10/12/04 13 PERMIT #: 04-1809 ADDRESS: 226 Venetian Bay Circle 1 I C I CONTRACTOR: Morrison Homes Ln E- a J'Z PHONE#: Chris B. 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, plea ' se 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. ElEngineering Fire N/A E]Public Works OZoning N/A Y` ilitiesOLicensing N/A t'' CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) A) t C.OJC.C. CHECKLIST — UTIUTIES DEED'. ueg Received ----------- To Utility Inspector INITIALS DATE Utility Inspector's FinalFDEP ___-- FQEP ClenTonc - Sewer City Services Efuserrews Maintenance Bond (W% 2yr) ---------- —--= RM f ------------.-------- f t;.: 4.,LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 10/13/04 09:07:07 Location ID . . . 241035 Parcel Number . . 23.19.30.502-0000-0290 Alternate location ID . Location address . 226 VENETIAN BAY CIR Primary related party MORRISON HOMES Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT SW DEV FEE $1700.00 WA DEV FEE $650.00 101304 2.00 CSVC UT BP04-1809 PD 5-4-04 SEE REC#6703 101304 3.00 CSVC UT 3/4"WA METER SET FEE $190.00 PD 5-4-04 101304 4.00 CSVC UT REC#6703 101304 5.00 6.00 7.00 8.00 9.00 10.00 Special notes More... F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel F16=Related pty data CITY OF SANFORD PERMIT APPLICATION Permit # : a 0 % ` Date: 7v61 yt,ryL Job Address: . Q ns ... \ i ern e )t q Description of Work: 04914 -v— `C,ICA Historic District: Zoning: Value of Work: $— ©© no Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS iSO Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: _ # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Contractor Name & Address: u... s —... r,....y. Address: Mortgage Lender: . Address: Architect/ Engineer: Address: Phone: Fax: 38-' l-4 p Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUP PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/ Agent is _ Produced ID Personally Known to Me or require tts of Florida Lien Law, FS 713. Signature of Co t gent Date rint ontra tor/ ent Na Signature of Notary -State o Florida ate 16V gndnea K. Muse emission D0287750 Contractor/ Agent is _ Personally Kno'ay or res November 18 2007 ProducedID , orr APPLICATION APPROVED BY: Bldg: Zoning: J Ini ' I & ate (Initial & Date) Special Conditions: Utilities: FD: Initial & Date) (Initial & Date) COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT ' NUMBER 104-76021 DATE: _ BUILDING PERMI E w / CI COUNTY NUMBER: ..... .... ____... ... UNIT ADDRESS:.............. .... .... .... .... .... .... ... TRAFFIC ZONE: JURISDICTION: SEC: TWP: RKGx PAR ELx Si)DDIVIGIO PLAT BOO OWNER NAME: _ _ ADDRESS: Aj/' APPLICANT NA|, E -- --- - -----'-- —'- -- ------------'^ r------------ OL l--------.... ... ... ADDRESS: _____ _ LAND USE CA7EGORY: 001 - Single Family Detached House TYpu USE: Residential WORK DESCRIPTION: Single,Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS | ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.01-1) ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O a STATEMENT P ASE PRINT NAME) . ^ DATE: Izo ` NOTE TO RECEIVING SIGMATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIr., PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER:, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/81''-, 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 OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE!: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT******************** Permit # Job Addr Descripti( Historic District: Zoning: JV Value of Work: S,_ /VGA i[yci• • Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration . Change of Service Temporary Pole )e 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: • Construction Type: GM U. # of Stories: L # of Dwelling Units: _,(_ Flood Zone: X (FEMA form. required for other than X) Parc el#: 23-1 30-'' SOZ— 0000- Ot?—f .O (Attach Proof of Ownership & Legal Description) 4 J - Q. A dA.... MDrdr—A V Ho/44Fsyv Application is hereby made to obtain a permit to do the issuance of a permit and that all work will be performed permit must be secured for ELECTRICAL WORK, PLC AIR CONDITIONERS, etc. Phone: 40 02COOI Z nel407j,2 71 74 ion has commenced prior to the ion. I understand that a separate TERS, TANKS, and 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 NOTIC;Fn OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FORIMPROVEMENTSTOYOURPROPERTY. 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 maybe additional restrictions applicable to this property that may be found in the public records of this county, and the a may be additional permits required from other governmental entities such as wa er management districts, state agencies, or federal agencies. Acceptance of a it is verification that 1 will notify the own e of the property of the requirement o lorida Lien w, FS 713. 3ZZ 6y+ oC" N e u Signature of Owner/Agent D to Signature ofContractor/Agent ate w a: a o I : + _ LU N $ Print Owner/Ag Print Contract r ZO-4 e > 6 go¢ Signature of Nota ate of Florida Date Signature o of -S Florida ate * ro 4 w m' c ro Owner/Agent is MIA Known to Me or Contractor/Agent is Personally Known to Me or °m.._ * Str~ n.• . _ Produced I .4 _Produced lD N/4 Utilities: FD: APPL tomATIONAPPROVEDBY: BldgIT Zoning: Initial &Date) ( Initial &Date) (Initial &Date) (Initial &Date) Special Conditions: hv.ecla k.,nc .r cony P , -s 's 14ARYANNE MORSE, CLEW OF CIRCUIT COURT Permit Number: Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. MINOLE COUNTY BK 05236 GG 0563 CLERK'S # 2004043548 RECORDED W/24/ D4 12138:M PH RECORDING FEES &N RECORDED BY S O'Kelley GEATIFIED COPY LEp8 01 CIBC„Il!! w0tlII1'. ILE Ct3E'as . FLOR 9P1 L I4 2 4 The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: no Lot Number Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, oflthe public records of Seminole County, Florida. Street Address 26 Sanford, FL 2. General description of improvements New single family residence 3. Owner information : Name Morrison Homes Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282:' 6. Surety : N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner -upon whom notices .or other documents -may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement : One year fromlthe date of recor Date Signed : Signature of Owner's Agent, M ti:C'',tru Sworn to and subscribe before me this by Maria Lisa Steiner, who is personally known to me. tsar Pue4 D. A. CW3K MY COMMISSION t DD 214811 Signature of Notary: Notary Seal: * * EXPIRES: June 27, 2007 B.n&dThruBudgetNotuYServkss Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.orgg/pls/web/re_web.seminole_county_title?PARCE... PARCEL DETAIL c us,i Rnt r u ' A' 77 W r I.. • a 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $26,000 Land Value Ag: $0 Just/Market Value: $26,000 Assessed Value (SOH): $26,000 Exempt Value: $0 Taxable Value: $26,000 2003 VALUE SUMMARY 2003 Tax Bill Amount: 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 29 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 A r} !tr 5wminttly County fw3pp prausr tC/fr5 lttt Inl F. GENERAL Parcel Id: 23-19-30-502-0000-0290 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 226 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision TE: Assessed values shown are NOT certified values and therelbre are subject to change before being finalized for ad valorem tax If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. 3 of I 3/18/2004 9:47 AM Merx * 880es-Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I S 89°59'43"W 50.00' L 2 N 89°59'43"E 50.00' NARCISSUS AVE. TRACT G 10' ADDITIONAL RIGHT OF WAY L 1 LOT 28 cP. S 89°59'43"W-1574.00' P.C. P. REFERENCED BEARING \ 50 CITY OF SANFORD CIL VENETIAN BAY CIRCLE R/ W) TRACT "F " PR I VATE ROADWAY LEGAL DESCRIPTION: Lot 29. " V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone -X' according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Dated 04/17/95. City of Sanford. Community Number 120294) General Notes: PRO PD 5ED . 1. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility installations, underground improve, ments or subsurface/ aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights - of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. s Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, or Y." iron rod with red plastic cap marked "Witness Comer", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument 2003 Herx & Associates Inc. All rights reserved SETBACKS: Max Coverage - 64 Front 25' Rear 20' FS/TEATA Side 5 ' Corner 15' IO_US SO. FT. . 56%Minimum Lot Width 50' O. FT. IMPERVIOUS AREA-3.077SO.FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°5943-W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i I I e r Engineering. Inc. Job Number 2001. Legend Temporary Benchmark aS O. R.B. Offset Official Records Book assumed datum) PB Plat Bock BOW Back of sidewalk PC Point of Curvature C4 Centerline PCC. Point of Compound Curvature d Central or (Delta) Angle P.C.P. Permanent Control Point CALC Calculated PG. Page CB Chord Bearing P.R.M. Permanent Reference Monument CD Chord P/L Property Line C. M. Concrete Monument P.0.B. Point of Beginning EL. or ELEV Elevation (Proposed) P.0.C. Point of Commencement FINAL EL. Elevation (Measured) P.I. Point of Intersection FD. Found PRC. Point of Reverse Curvature Fin. Fl. Elev. Finished Floor Elevation PT. Point of Tangency I. P. Iron Pipe R Radius I. R. Iron Rod RAD Radial Line L Arc Length RES. Residence LB Licensed Business RIW Right -of -Way LS. Land Surveyor TBM Temporary Benchmark Mea Measured TYP. Typical N/ D(N&D) Nail and Disk Fence symbol (see drawing) N. R. No( Radial X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and pper Drown by: AH This survey meets the requireme f the Florida Minimum Technical Checked b y : DP tan dsascontained inC pt JIG 17-6FI daAdministrativeCod Prepared For: MORRISON Sketch of Legol. Descript ion Job Number: 02-017-02 This is not o Survey Scale : 1"- 30' William A. Herx, P.L.S. Florida Registered La Surveyor No. 3182 Plot p I a n' performed: 03 08 04 Darae L. Przemieniecki, P.S.M. Registered S or and Ma er No. 6030 F o u n da i i o n Survey PP Final Survey: William R. Herx, P.S.M. Registered Surveyor a Mapper No. 6092 Revisions Nerx & Associates Inc., Slate of Florida LB 4937 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number 226 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 29 ;' VENETIAN BAY " PLAT BOOK PAGES PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 91. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 1120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans 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 or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, ARIAE, ARA1-A30, ARAH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments _ Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 16. 0 ft.(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o d) Attached garage (top of slab) 15. 7 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 15. 4 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 15. 1 ft.(m) o g) Highest adjacent (finished) grade (HAG) 15. 3 ft m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) ca a c 0 E c W m Z P 0.2EmDc z a J y Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION — This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030. TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 DATE TELEPHONE 8-20-04 407-788-8808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 226 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 e on page 1, refers to Air conditioner Service slab. 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 endosure) of the building is — ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(c m) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in,(cm) above or below (check one) the highest adjacent grade, (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned 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 offcal who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Ji Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) August 20,2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 29 Venetian Bay, 226 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 226 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 29, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates Inc. 3 ,\ QrTy-) Darae L. Przemieniecki , P.S.M Associate Vice President DLP/bb Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L 1 S 89°59'43"W 50.00' L 2 N 89°59'43-E 50.00' NARCISSUS AVE. TRACT G 10' ADDITIONAL RIGHT OF WAY LOT 2E C P. S 89°59'43"W 574.00' - - r.c REFERENCED BEARING \ CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50 ' R/W) TRACT "F " PRIVATE ROADWAY LEGAL DESCRPTION.• Lot 29. - V E N E T I A N B A Y according to the plot thereof as recorded in Plat Book 63. of pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X". according to the Flood hsurance Rate Map Community Panel Number 120289 0035E.Dated 04117195. City of Sanford Community Number 120294) Flood Zone determination was performed by graphic plottinq from Flood hsurance Rate Maps provided by FEMA. No field surveying was performed by this Firm to determine this Zone. The exact zone location can ordi be determined by on elevation study. We assume no responsibiity for actual flooding conditions concerning this parcel. General Notes: ,/ 1. This is a BOUNDARY Survey performed in the field on % r•9 `r Legend SETBACKS: Front 25' Rear 20' Side 5 ' Corner 15' Minimum Lot Width 50' Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°5943-W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i I I e r Engineering, tic. Job Number 2001. 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark subsurface/aerial encroachments, if any, were located. assumeddatum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard BOW Back of sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved CIL a Centerline Central or (Delta) Angle Construction plans provided b the Client unless otherwise noted, and are shownppy CALC Calculated only to depict the proposed or actual difference in elevation relative to the assumed CB Chord Bearing temporary Benchmark shown hereon. CD Chord 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument Rights -of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) Public Records has been made by this office. FINAL EL. Elevation (Measured) FD. 6. The legal description shown hereon is as furnished by client. Fin Ft. Elev. Found Finished Floor Elevation 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe 8. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod a Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. LB Licensed Business O Denotes P.C.P. (Permanent control point) LS. Land Surveyor Denotes Permanent Reference Monument Mea NIDD(N&D) Measured Nail and Disk 2004 Herx & Associates Inc. All rights reserved9 N.R. Not Radial Certification: Not valid wllhout the signature and the original raised seal of a F r!l a llcensed Surveyor and Mapper a Thi u 11 meets the requirements of the Florida Minimum Technical St d d9 contained in Chapter 61G 17-6 F r a Administrative Code. William A. Herx, P.L.S. Florida Registered Land Sur*eor,.4o. 3182 Darae L. Przemieniecki, P.S.M. Registered Surveyor and Mapper No. 603 a ( William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 U U 16 z m Herx & Associates Inc., State of Florida LB 4937 C/S Offset O.R.B. Official Records Book PB Plat Book PC Point of Curvature PCC. Point of Compound Curvature P.C.P. Permanent Control Point PG. Page P.R.M. Permanent Reference Monument P/L Property Line P.O.B. Point of Beginning P.O.C. Point of Commencement P.I. Point of Intersection PRC. Point of Reverse Curvature PT. Point of Tangency R Radius RAD Radial Line RES, Residence RNy Righf-of-Way TBM Temporary Benchmark TYP. Typical Fence symbol (see drawing) X—X- Fence symbol (see drawing) Drawn by: AH Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1 .. 30' Plot plan performed: 03-08-04 Foundation Survey: 05-19-04 Final Survey: 08-13-04 Revisions . 6 E Herx & Associates Inc. 3 769 Douglas Avenue Altamonte Springs, Florida 32714 g 407.788.8808 - 407.788.8762 (fax) August 20,2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 29 Venetian Bay, 226 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 226 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 29, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates Inc. Darae L. Przemieniecki , P.S. Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 2005 ELEVATION CERTIFICATE nportant: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I226VENETIANBAYCIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 29 ," VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.##t1#ik) ® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3, STATE CITY OF SANFORD 1 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans Ell 1. 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 Svstem (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 I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, VI430, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, AR/AH, AR/AO Complete Items C3: a-i below according to the building diagramspecified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ®No r o a) Top of bottom floor (including basement or enclosure) 16. 0 ft.(m) o b) Top of next higherfloor NA. _ft.(m) 0 o c) Bottom of lowest horizontal structural member (V zones only) NA. _ft.(m) __ o o d) Attached garage (top of slab) 15. 7 ft.(m) 0.1 Eo e) Lowest elevation of machinery and/or equipment Service LU servicing the building (Describe in a Comments area) 15. 4 ft.(m) AC OD o f) Lowest adjacent (finished) grade (LAG) 15. 1 ft.(m) Z . 0-1- y' o g) Highest adjacent (finished) grade (HAG) 15. 3 ft m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA ru) oi) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) fessional Surveyor and Mapper No. 6030 SECTION. D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY `"STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 o- 1- DATE TELEPHONE 01- 0C:)_ON) U 8-20-04 407-788-8808 FEMA Form 81,31, January 2003 See'reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 226 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) I Copy both sides of this Elevation Certificate for (1) community offical, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 e on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FORZONE 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 (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4, The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or 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, 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 o TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. 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 (induding 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 a"' . DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous edition s erx 40 associates Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I S 89°59'43"W 50.00' L 2 N 89°59'43"E 50.00' NARCISSUS AVE TRACT G 10' ADDITIONAL RIGHT OF WAY 2. 2 L I r2. 2 1-6- BRICK WALL FD 5' 0/S LOT 29 o FD 5' 0/5 A- GRADING o 5.500 SO. FT. N COv, v 24.7' N PORCH O 15.3' O 0 O 1979 O YORKSHIRE -A & B- SINGLE FAMILY RESIDENCE vFIN. FL. ELEV:16.0 i LOT 28 C Rl 0.4= LAC LOT 30 137.22' 0.1N O O CP. - - - S 89° 9'43"W f574.00 - - REFERENCED BEARING CIL VENETIAN BAY CIRCLE Cl TY OF SANFORD (50 ' R/W) TRACT "F " PRIVATE ROADWAY LEGAL DESCRIPTION.' Lot 29. " V E N E T I A N B A Y " according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. SETBACKS' FLOOD HAZARD DATA: The Parcel shown hereon ties within Flood Zone X" according to the Flood hsurance Rate Map Community Panel Number 120289 0035E.Doted 04117195. City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic plotting from Flood hsurance Rate Maps provided by FEMA. No field surveying was performed by this Firm to determine this Zone. The exact zone location can oriy be determined by an elevation study. We assume no responsibility for actual flooding conditions concerning this parcel. General Notes: Front 25' Rear 20' Side 5 ' Corner 15' Minimum Lot Width 50' P. C. P. ' \ Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°59'43"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering, Inc. Job Number 2001. 1. This is a BOUNDARY Survey performed in the field on -CJ - /,? - t7¢ Legend 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark subsurface/ aerial encroachments, if any, were located. assumed datum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved CIL Centerline Construction plans provided by the Client unless otherwise noted, and are shown d CALC Central or (Delta) Angle Calculated only to depict the proposed or actual difference in elevation relative to the assumed CB Chord Bearing temporary Benchmark shown hereon. CD Chord 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument Rights - of -way of record whether depicted or not on this document. No search of the EL. or ELEVElevation (Proposed) Public Records has been made by this office. FINAL EL. Elevation,(Measu< d) 6. The legal description shown hereon is as furnished by client Fin Fin .Fl. Elev. Found Finished Floor Elevation 7. Platted and measured distances and directions are the same unless otherwise noted. LP. Iron Pipe B. Copies of this Survey may be made for the original transaction only. 1. R. Iron Rod Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length rod with red plastic cap marked "Witness Corner" unless otherwise noted. LB Licensed Business O Denotes P.C.P. (Permanent control point) LS. Land Surveyor Denotes Permanent Reference Monument Mea N ID D(N8D) Measured Nail and Disk 2004 Herx & Associates Inc. All rights reserved 9N.R. Not Radial O/ S Offset O. R.B. Official Records Book PB Plat Book PC Point of Curvature PCC. Point of Compound Curvature P. C.P. Permanent Control Point PG. Page P. R.M. Permanent Reference Monument P/ L Property Line P. O.B. Point of Beginning P. O.C., Po:'nt of Commencement P. I. Point of Intersection PRC. Point. of Reverse Curvature PT. Point of Tangency R Radius RAD Radial Line RES. Residence RAN Right -of -Way. TBM Temporary Benchmark TYP. Typical Fence symbol (see drawing) X— X- Fence symbol (see drawing) Certification: Not valW without this signature and the original raised seat of a F ri Ikensed Surveyor and Mapper Drawn by: AH Thi u y, eels the requirements of thTechnical Chocked b y : DP St d dy` xnfeined in C!;aFaer 61G17-6 F r1j a Administrative Code. Prepared For: MORR I SON Job Number: 02-017-02 f, Scale : 1 30' Plot lan performed: 03-08-04 William A. iferx,P.L.S. Florida ReglsturedLandSurveorNo.3182 Foundation Survey: 05-19-04 Daras L. Przeinieniecki, P S.M. ;registered Surveyor and Mapper No. 603 Final Survey: 08 13 04 William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 Auk 1 6 2004 Revisions Herx 8 Associates inc., State of Florida LB 4937 TRUSS INDEX SHEET Per Rule 61015-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z1979B Address 1 VENETIAN BAY Address 2 LOT 29 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TP1 1 Design Loads Roof: 37 PSF Floor: Wind: 120 MPH ASCE 7-98 Engineer of Record ROBERT MONTA OF 237 S WE; Or Building Designer: LQi Building. Supply I avVti1,S11FE•ycompany 9 ORLANDO TRUSS DIVISION DBA SMYTH LUMBER CO. 2722 APOPKA BLVD. APOPKA, FL 327-03 1 407 29- ~T22 ' § fox: 407 2 9 9153 IONTE DR.,STE 210,•ALTAMONTE, FL PE#33709 S@al D 0-Mar.-04., I Alpine Engineered Products Design Software FL Lic.#42:704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineers ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: 28 Plus Standard Details a Truss ID: Vi V2 R27 R26 R25. R4 - R24 2PLY - i R23 R22 R21 - I R9 9 R8 R777) R6 R3 R1 y, H1 H2 i H3 .. ,. Ell E2 I E3 C1 C2 C3 C4 C5 Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers ENTRY GOLLIU4 A KNEEWALL m 15 O' PL. HT. IM IST FLOOR PLATE HEIGHT w q' q' UNLESZ OTHEF.W15E NOTED. William M. Ranieri PE FL Lic. No. 42764 O' 6.01 HOLD TRUSSES G, 8, T/ RAISED HEELS DA6K I' ON DLOCN- 3 VZ ON FP-AIAE WALLS MYTH LANDEF G0, DCOOF TRUSS DIVISION 2722 SOUTH .AFOIKA 6LVD. AFOFKA., Fl,. 32703 407) 2qq - 1522 FAX (407) 2qq - g153 Engineering Gertificate Of Authorization # C1215 NOTES 1) IT IS THE 561-PER'5 FE5P0-515UTY TO VERIFY TRUSS PLAGEkIENT PLAN AND TRUSS OE';04 DRAWNGS AGANST FELD CONDITIONS AND DE51'iJ INTENT. PEFERENICE. SECTION (A21) AWAIM H995) APPROVED: NIAI.E IPRNTI _ 51B`ED DATE ___________ 2% TRUSSES MUST NOT DE GUT OR ALTEFEOINANYWAYWITHOUTPRIORAUTHOP.IZATION DY SMYTH TRUSS CC ANT, 3) TR1JS5E5 THAT ARE OUT OR ALTEREDWIT -MT AUTHORIZATION WLL PE P.EPA"-P UR FEPLACED AT CUSTCI.ER5 EXPEN5E.. J) DAOrCHAK6n OF ANY UP VLL NOT DE LONSDEKED. WITHOUT PRIOR EEVEW AM W'.1TTEN COMNR DY SA IYTH TRUSS CCI.PANY, DETAIL-S: U REFER TO HD 9 (RE IJ,5,VATION5 FOR HANDLING, M T4LLATION, AND Tiff ORARY DRAW) REFER TO ENri EEFED DRAWN65 FOR PEatUCJJT DRACM REaWEO 2) ALL T:V55E5 WA-Mh TRV55ES L DER VALLEY FKAIMW AIhT DE COK41LETELY DECKED OR REFER TO VALLEY TRUSS DETAL5 FOR ACM7NATE BPACNG FEOLVEMENTS 3) ALL VALLEYS TO DE CONNENTIONALLY FRd1,ED BY DULPER 4) NTEPIOF LOAF DEARN'G WALLS ALL ROOF TRUSS H4Ww`,F'5 TO BE S""ON ND5Z6 OR USP KANIT-SAW TFOZC LPLE55 NOTED OTI-ERW5E. SIMPSON USP ! ANT -SAG HUS26 OR THD26 HHUS26-2 OR THD26-2 HHUS28-2 OR THD28-2 eJ - HHUS48 OR THD48 U - HGUS26-2 OR THDH26-2 O - HGUS28-2 OR THDH28-2 HGUS28-3 OR THDH28-3 Q - SUUR210 OR SKH21OUR EO - HGUS48 OR THOH48 I) - THA422 OR MSH422 U - THAC422 OR MSH4221F CM - HUC410 THJA26 OR OR H04101F HJC26Thisplacementplanshowsthedesignationandrelativelocationofeachtrusscomponent and is to be used in conjunction with the correspondingg truss designs. The Truss Engineers responsibility relative to this structure consists solely o the design of the Individual trusses, coN R4croR truss-lo-truss connections and does not include the design of any supporting structural elements. MOKI ` ON HOMES The building des!gn professional has final approval of the truss framing and/or truss placement plan. The design of the temporary and permanent bracing, the diaphragm system, JO Ipi7q ^^ ADDRESS : shear walls and structure elements to resist lateral loads from wind and/or seismic activity Is p pYUKHI\ Etheresponsibilityofthebuildingdesignprofessional. Additional approval by the building design shall include, but not be limited lo, design loading, lengths, professional profiles, pitches and depths. 5 ALE DATE LAYOUT (D. DRAWN DY N10NE 05/05/0j Z197'V 5D L17/yt1 - 11y/yti K1) - IH1J UWU FKLf'AKLU FKUM LUMNUILK INF'UI LUAU) & UIPIENJIUNS) JUbMIIILU MY IKUJJ Mt-K. TOP CHORD 2x4 SP 2 120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3, BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6= 9-4-0 3X8 (Bl) _ 3X8 (Bl) 1-4-0 1-4-0 . Lr 20-0-0 20-0-0 1 40-0-0 Over 2 Supports R=1561 U=479 W=8" R=1561 U=479 W=8" PLT TYP. have TPI-95 R Des n.Crit: TPI STD QTY:12 FL 1 R - Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), fUBLISHEO BY III (TRUSS PLATE Q. +S1y T C L L 20.0 P SF R E F R 3 5 2-- 4 0 7 2 S MYTH LUMBER CO. INSTITUTE. 583 O'ONOFRIO OR., SUITE 200, MADISON, HI 53719), FOR SAFETY'PR-TILES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1•cp'LtIFlc" '. Z fV`v_ T C D L 7.0 P S F DATE 0 5 / 0 5 / 0 3 IMPORTANT"* N0.42704 ROOF TROSSDIVISIOM FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 1O O PSF DRW SLTUSR352 03125006 2722 SOUTH APOPKA BLvD. APoPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF-NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED ByTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF s A el BC L L 0.0 P S F S L T- E N G/ W M R 407-299-1 522 FAX: 407-299.91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER••• Ri0 S NA1.E T 0 T . L D .- 3 7.0 PSF S E Q N 26241 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL -ENGINEERING D U R . F A C . 1.25 FROM R H CERTIFICATE OF AUTHORR/ATION #9218 R ESFO NS IBI L[TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING BESIGNER, FER May 05 '03 - SPACING 24.0" JREF 1S2I352_Z03. ANSI/TPL. 1-1995 SECTION 2. Lly/yt5 - LI /yJb - K3) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X8 (Bl) I M13 UWU rKtr AKtu -Kum uumrui tIX 11NYU1 (LUAUS 6. U119t IN 3I U IN,)) 3U[31"I1; ItU 131 IKU33 I-Ir K. 120 MPH WIND, 14.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF'. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 7012 lffqlo 2.5X4 % 2.5X4 6 r 6 5X6 % 5X6s A) (A) 9-4-0 5X6= 5X10= 5X6= 3X8(B1) a 1-4-0 1-4-0 y r I_ 19-0-0 _1 2-0-01_ 19-0-0 _1 40-0-0 Over 2 Supports R=1561 U=480 W=8" R=1561 U=480 W=8" PLT TYP. Wave TPI-95 R IDesign Crit: TPI STD FLBC QTY:2 FL 1 R - Scale=.1875" Ft. WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION,. HANDLING, SHIPPING, INSTALLING AND • Rj T C E L 2 0. P S F R E F R 3 5 2-- 4 0 7 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ' 1'-yV INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISO N, NI 53719 FOR SAFETY PRACTICES PRIOR TO tA 1FI F ER FORMI Nf, THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED tl Y C'. 0 T C D L 7, 0 P S F DATE 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i NO. ROOFTRLISSDIYISION **IMPORTANT NC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED : _ BC DL 10.0 PSF DRW SLTUSR352 03125001 F R ODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND STATE APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN B C E L 0.0 P S F S L T E N G / W M R 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE % A R,OP•' FAX: 407-299-9153 CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO a T O T . L D.. 37.0 P S F - S E O N - 26233 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ss/pMAt PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM R H. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN: THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - Mayy 0 5 ' 0 3 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF - 1S2I352_ZO3 Lly/ytS ZIV195 - K4) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4_SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. IH1S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY 1RUSS MFR. 120 MPH WIND, 13.56.FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT,FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PS.F. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X6 5X6= 9-4-0 5X6= 5X8= 2.5X4 = 5X6= 3X8 (Bl) = 3X8 (B1) 1-4-0 ry 1-4-0 ty L 17-0-0 _1 6-0-0 I 17-0-0 40-0-0 Over 2 Supports R=1561 U=483 W=8" R=1561 U=483 W=8" PLT TYP. Wave TPI-95 R Desi n Crit: TPI STD FLBC OTY:2 FL 1 R - Scale 1875" Ft. WARNING*" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H.IB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE Rq Tl. L L 2 0. 0 P S F R E F R 3 5 2-- 4 0 7 4-- INSTITUTE. 583 D'O NOFR IO OR., SU[TE 200. MADISO N. WI 53719), FOR SAFETY PRACTICES PRIOR TO•F C4•' SMYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL BOTTOM SHALL l• G T C D L 7.0, PSF DATE 0 5 /' 00 35 PANELS, CHORD HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE I No.42704 ROOF TRUSS DIVISION 2722 INSTALLATION CONTRACTOR. ALPINE ENGINEERED-. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO i1{ :* gC DL 10.0 PSF DRW SLTUSR3.52 D31Z5 D8 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION). AND TPI. ALPINE 1 l STATE OF Syj BC L L C- 0. 0 PSFF S L T - E N V / W M R 407-299-1 522 FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A693 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS,. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O R,OPj y . ..•' T 0 T . L D-, 37. 0 P S F. S E O N 26239 PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER INGoNa D U R F A C 1 25 u CERTIFICATE OF ALITHOR17ATION#19218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE, OF THIS COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 03CTIONTREF7SEPARTICULAR2.. SPACING 24.0" 1Jc 2I35'Z C.03 L17/ytS - LlyIlJb - fCOJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT IC @ 24" OC 3X8 (Bl) 120 MPH WIND, 13.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6 2X4111 5X6= 5X60 5X6 6 r 6 9-4-0 2X41I1 FYA_ 3X8= HXh= 2X4111 3X8 (B1) 1-4-0 1-4-0 r y I 15-0-0 I 10-0-0 1 15-0-0 _I 40-0-0 Over 2 Supports J R=1561 U=485 W=8" R=1561 U=485 W=8" PLT TYP. Wave TPI-95 R D e s i g n C r i t : TPI STD FLBC la OTY:2 FL - 1 - - R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M R T c L L 20 .0 P S F R E F R 3 5 2-- 4 0 7 5 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOfR[0 R. SU[7E 200, MA0150 N, NI 53719),. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT7ACHE0 T C D L 7.0- P S F D A T E 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVESEA PROPERLY ATTACHED RIGID CEILING. ROOFTRu5SD1v15ION ** IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED { N0.4Z704 : BC DL 10.0 PSF DRW SLTUSR352 03125009 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 1 2722 SOUTH APOPKA BLVD. GUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND j BC L L 0. 0 P S F' S L T - E N G / W M R APOPKA. FL 32703 - BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF 407- 299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : P . T 0 T. L D. 37. 0 P S F S E Q N - 3741 1 CONNECTORSAREMADEOf20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO O R O... FAX: 407.299.9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAWINGS 1K`...,,,,.. - PROFESSIONAL ENGINEERING RESPON5181LIITY SOLELYTFORHE STHE EALOTRUSSIC0MPONENTDESIONTSHONNCEPTATHE SUITABILITYOAND USEENGINEERING THIS s NA D U R. F A C: 1. 25 FROM R H CERTIFICATE OF AUTHORFLATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y 0 SPACING 2 4. 0" J R E F - l S 2 1 3 5 2_Z 0 3 ANSIJT%l1-1995 SECTION 2. u7X7D - M01 - - 1r11Z, Uwu FKLFAKLU -MUM L,UYIYVILK IINYUI (LVAUJ 6, UIMLNJIVNJ) JUIIMIIICU oI i-nu33 mrm TOP CHORD 2x4 SP #2 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4-SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD, BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. 5X6= 2X4III 5X6= 5X6 5 X 6 9-4-0 2X4III 5X6= 3X8= 5X6= 2X4III 3X8 (Bl) 3X8 (B1) = . 1-4-0 1-4-0 I_ 13-0-0 _I. 14-0-0 I 13-0-0 40-0-0 Over 2 SupportsfE R=1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP. Wave TPI-95 R Desi n Crit: TPI STD FLBC OTY:2 FL - 1 R - Scale WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ANDWARNING— ING. R EFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE R _ ATy- T C .L L 20.0 P S F R E F R 3 5 2-- 4 0 7 6 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO t Fl•p•`•. V 7 SMYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. w r- V" •%' T C D L 7.0 P S F DATE D 5 0 5 D 3 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED, f _N•4270'4 G ROOFTROSSDIVISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: AN Y FAILURE TO B.0 L 10.0' PSF DRW. SL,TUSR352 03125010 2722 SOUTH APOPKA BLVD. APOPKA, FL '32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AFPLICAa LE PROVISIONS OF NOS (NATIONAL DESIGN rST'%`TE OF : Q t BC L L 0.0 P S F S L T- E N G W M R 407-299-7522 SPECIFI{ATION PUBLISHED BY THE AMERICAN FORESTANDPAPER ASSOCIATION) AND TPI. ALPINE pr cv FAX: 407-299-91 53 CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O R O •• Q 4 T 0 T .L D . 3 7 ..0, P S F S E 0 N- 37415 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS10NAL ENGINEERING D U R .-F A C 1.25 - FROM R H CERTIFICATE OF AUIH TORQATION#9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISc- COMPONENTANYBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER May 05 '03 SPACING 2A.0 1Df F 7 1JOI35'L SEPARTICULARL03 I Lly/yt5 Lly/yi K/) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X8 (B1) I n1J UNU rKr rAMLU -n 'I UVI'IrUIC 11Nr UI X-UJ a U 11'IC IN J I UIN J) JUOI'I11ICU UI -- 120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 6X6= 5X6= 2.5X4 = 6X6= 2X4 2X4! 6 r t 6 9-4-0 5X6= 3X8= 5X6= 5X6= 3X8(B1) H ' 1-4-0 I 11-0-0 1 18-0-0 I 11-0-0 I 40-0-0 Over 2 Supports _I R=1561 U=489 W=8" R=1561 U=489 W=811 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:1 FL 1 - R - Scale=.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TOHIS (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTES, 583 D'ONOFRIO DR., SUITE 200', MADISDN, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED/ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE ]NSTALLhi]ON CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN Y DEVIATION FROM THIS DESIGN; ANY FAILURE TO M M A IL FIC•4j.: / 1 [ g r G i No.,4*2704*Bt T C T C BC L L D L DL 20. 0 7. 0 10. 0 P S F P S F PSF. R E F R 3 5 2-- 4 0 7 7. DATE 0 5 / 0 5 / 0 3 SMYTH LUMBER CO. ROOFTRUSSDIVISION DRW SLTUSR352 03125011 S L T - E N G / W M R 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407- 299-1 522 FAx: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HA NOLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN C ONN EC T O R SAT I AREON MADEUBL OF020GAT ASTMMA653AGR40REST A GAL V. STEEL, EXCEPT I A SI N O TE D. T APPLYLPINE CONNECTORSTO EACH FACE OF TRUSS. AND UNLESS OTHERWISE . LOCATED ON THIS DESIGN. POSITION CONNECTORS PER• STATE OF ;jam 0 R10,,.• BC T O T. L L L D. 0. 0 37. 0 P S F P S F S E O N - 37023 D U R F A C . 1 : 2 5 FROM R H - PROFESSIONALENGINEERINGNCE OF IITY SOLELYFORTHE TTRUSSCOMPONENT DESIGNSHOWN.SUITABILITY OAND USE NAL IOFETHIS ING RESPONSIBILTHESEAL ON IS DRAWING INDICATES EPTA SPACING- 24.0" JREF - 1S2I352_Z03 CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSISILITY OF THE BUILDING DESIGNER, PER SECTION 2. M d y 05 ANSI/TPI 1- 1995 Lly/vb - Liq m - R8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense` BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC 5X8= 5X6= 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50'FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 2. 5X4 — 5X8= - 2X4e T2 T3 2X4 6 r A) 6 l/m . 5X6= 3X8= 5X6= 5X6= 3X8(Bl) = 3X8(Bl) ry ry I. 9-0-0 _i 22-0-0 1 9-0-0 j= 40-0-0 Over 2 Supports R=1561 U=491 W=8" R=1561 U=492 W=8" l PLT TYP. Wave TPI-95 R Desi n Crit: TPI STD FLBC 0TY:1 FL T C T C BC 1 L L D L DL 20.0 7.0 10.0 R P S F P S F PSF- Scale R E F 1875" Ft. R 3 5 2-- 4 0 7 8 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND - BRACING. REFER TO HIB-91 .(HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 O'ONOFR IO DR., SUITE 200. MADISON, NI 53719 )., FOR SAFETY PRACTICES PRIORIOR'70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY' ATTACHED RIGID CEILING. IMPORTANT** FUR NI SH.A COPY. OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEENGINEERED1: F RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO lFl^ -.. Vie jGv • It N0.42704 7C SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125012 2722 SOUAPOPKA BLVD. TH APOPKA, FL 32703 407-299- 1 522 FAX: 407+ 299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZA-nON #9218 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. .SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC IFICAT ION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A613 GR40 GAL V. STEEL- EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, P OSITION C ONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULARBUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TP1 1- 1995 SECTION 2. STATE OF ' S S jit.A QRHO s•' t ti.,••• .• v`r NAL May o5 '03 BC T 0 T L L L D . 0. 0 3 7 0P P S F S F S L T- E N G / W M R . S E 0 N 3 7 4 0 6 OUR. PAC. 1. 25 FROM RH - SPACING 24.0" JREF 1S2I352 ZO3 Lly/ytf L19/9B - Ky) TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS I Il I UWb I'MLr AMLU rmum 1.VrtruICM IINr VI LLVAUJ Ct UI Mr IN J I USN 3) JUDrilI ILu 01 1M-0 1-1- 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 3X6 2X4 III 7X6= 2X4111 3X6= 5X6= 2X4s 2 X 4 366A) A) 6 3X8 6X86X8= 3X8= 3X8 3X8(B1) 1 a o 4-0 15- 8-0 _1 t I 7-0-0 _I 26-0-0 _1_ 7-0-0 _1 40- 0-0 Over 3 Supports R= 598 U=195 W=8" R=4075 U=1152 W=8" R=1494 U=448 W=8" 9- 4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:1 FL 1 R - Scale=.1875" Ft. WARNING * TRUSSES REQUIRE. EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING.. E. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IOR TO PERFORMING THNST TUTESEDFUNOCTIONSOIORUNLESSSUTOTH ERNDo. ISED I ND ICATED, i0 F1C HOR DFSHALLF HAVEPPROPER LY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M A i yJ• IF)C •/ F p IG adT i No. 42704 : T C T C BC L L D L OL 2 0. 7.0 10.0 0 P S F PSF PSF R E F R 3 5 2-- 4 0 7 9 DATE 0 5 / 0 5 / 0 3 S MYTH LUMBER CO. RooFTRUSSDIVI510N DRW SLTUSR352 03125013 S L T - E N G W M R 2722 SOUTHAPOPKABLVD. APOPKA. FL 32703 407.299- 1 522 FAx: 407- 299-91 53 BUILD THE TRUSSES IN CONFORMANCE NITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GA40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION CONNECTORS PER t T A L STATE OF S A : L I wn ( O RID..-r C ••/ B C TOT L L L D . 0.0 3 7 0 PSF P S F S E Q N 37404 D U R F A C . 1 .2 5 FROM R H PROFESSIONAL ENGINEERINGDRAWINGS160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING SEE ABOVE JREF 1S2I352_ZO3 CERTIFICATE OFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. M dy 05 ' r Ely/Jb - 41VIyfb - KZ1) IHLS UWG PKLPAKEU hKOM UOMPUILH 1NPU1 LOADS & DIMENSIONS) SUBMIIILU BY IKUSS MFK. TOP CHORD 2x4 SP #2 100 MPH WIND SBC or 120 MPH ASCE 7-98 CAT I1,EXP-B), 15.00 FT MEAN BOT CHORD 2x4 SP #2 HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE,AND L/180 TOTAL LOAD. U 25 U 2 X 4 111 9-4-0 5X6 (R) III 2X4 III 6X12= 5X6 (R) III 5X8- 2X4 III 3X8(131) = 6X12= 2X4 Ill 3X8(B1) 1-4-0 rr 1-4-0 ry 11-0-0 18-0-0 11-0-0 19-4-0 20-8-0 40-0-0 Over 2 Supports R=1561 U=671 W=8" R=1561 U=671 W=8" PLT TYP. Wave TPI-95 R Desi n"Crit: TPI STD 1 laQTY: Scale =.1875" Ft. WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M M. A T C L L 1 20. O PSFF R E F R 3 5 2-- 4 0 8 0 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON. WE 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING-THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, h, IQ-- F)(„••: U T C D L 7.0 P S F DATE 0 5 0 5 0 3 S MYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID "CEILING. L;:'t IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED fGv BC DL 10.0 PSF DRWROOFTRussIYISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO1 2 ND.42704 : 1 SLTUSR352 03125014 2722 SOUTH APOPKA BEw. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND X APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPL[CABLEFROVISIONS OF NDS(NATIONAL DESIGN i 2 B C L L 0.0 P S F S L T- E N G / W M R 407.299.1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND"TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A613 GRID GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE- OF A r OR% s,."ty - TOT. LID. 37.0 PSF SEON 26254 FAX: 407.299-9153 DRAWINGS 160 A-2. THE SEAL ON THIS DRONING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERVNAL D U R F A C 1 2 5 FROM R L WPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE -SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHOR17ATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May os SPACING 24.0" JREF 1S2I35Z_Z03ANSI/TP1 1-1995 SECTION 2. ILly/ I:5 - t19/y)b - Kee) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X8= 2X4 III 3X8= 5X6= I MIJ UVILU YKtF'AKtU rKUP1 L.UP1YUItK IIN FUI (LUAU) & JIMt IN 31 UIN3) 3U151.11I ItU nI IKu33 Plrn. 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 ET FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X4-- 6X6-- 2X4 2X4 6 r i 6 0-8-0 9 v A III l/ F`7 3 X 8 (B1) 1-4-0 y-U'U 12-0-0 R=1561 U=676 W=8" 5X8= 6X121 8X12= 2X4 III 2X4 III LL-U-U 7-4-0 40-0-0 Over 2 Support 7X8-- 5X6= 20-8-0 U-U R=1561 U=676 W=8" a 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD a, QTY:1 FL 1 R - Scale=.1875" Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING,INSTALLING AND M Rx- Rr TC LL 20.0 PSF REF R352--4081BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATEINSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISO N, NI 53719), FOR SAFETY PRACTICES FR IOR TOi F C .f //PEORMING THESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED J A T C D L 7.0 P S F DATE 0 5 0 5 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. tfG A4$ ROOFTRUSSDIYtS10N ` IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j N0.{i'1]d4 6 BC DL 1Q.0 PSF DRW SLTUSR352 03125015 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 1 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN .CO NF ORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND 7C A APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN t STATE OF BC LL. 0.0 PSF SLT-ENG /WMR 407-299-1 522 CONNECT OR SI ARE ESOFD20 GAT ASTMMA653 AGR 40RGAL VAtI D TE EL ER EXCEPTIASINOI ND T AP FL YAC ONNEC TORS i0 5 `•l FAx: 407-299-91 53 ., R 10,,.• TOT . L D. 37.0 P S F S E Q N - 26251 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .. PROFESSIONAL ENGINEERING DRAWINGS 16OA-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R F A C. 1.25 FROM R L W RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS CERTIFICATE OF AUmORFLATION #9218 COMPONENT FOR 'ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 9UIEDENG DESIGNER. PER May 0 5 ANSI/API 1-1995 SECTION 2. - SPACING 24.0" JREF - lS2I352_ZO3 Z197913 - Z1979.B - R23) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN BOT CHORD 2x4 SP #2 HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 :W8, W9 2x4,SP #2: IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8= 2X4 III 3X8= 5X6= 3X6= 2.5X4= 5X8.= ppp" p 6Li. ilk 9-4-0 4X6(R) III 5X12= 6X12= 8X12= 5X6= 2X4 III 3X8 (B1) = 2X4 III 2X4 III 3X8 (131) 1-4-0 rr 1-4-0 ti E 7-0-0 26 0-0 L_ 7-0-0 I 12-0-0 7-4-0 T 20-8-0 40-0-0 Over 2 Supports R=1561 U=681 W=8." R=1561 U=681 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD 0TY:1 FL 1 R - Scale=.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. .SUITE 200. MADISON, WI' 53719). FOR SAFETYPRACTICESPRIOR TO PERFORMING THESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. w_ W.• " IY• f •• / JG ,• TC LL - TC D L 20.0. PSF 7 . 0 PSF REF R352-- 4082 SMYT'H LUMBER CO. DATE 0 5 / 0 5 / 0 3 FURNISH A COPY OF THIS ND.42704 ROOFTRUSSDIVISION IMPORTANT** DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC_ SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN: ANY FAILURE TO y 7C * * BCDL 1.0.0. PSF DRW-SLTUSR352 03125016 SLT-FNG WMR 2722 SOUTH APOPKA BLVE). AP407-299 32703 407- 299- 1522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPER ASSOCIATION) AND TPI. ALPINECpR10 1 i STATE OF p Q q to tV BC LL 0.0 PSF SEQN - 26248 FAX: 407-299-9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLYCo NNECTORS TO EACH FACE OF 'TRUSS, AND UNLESS OTHERWISE THIS TOT.LD. 37.0 PSF toON DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER ONA1. A f1 PROFESSIONAL ENGINEERING ING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS DURFAC. 1.25 FROM RLW CERTIFICATE OF AUTHORLZATTON#9218 COMPONENT FOR ANY PARTICULAR 8UILDING IS THE RESPONSIBILITY OF THE BU I LOING DESIGNER? PER ANSI/TPI May o5 '03 SPACING 24.0 JR`EF - lS21352_ZO3 1-1995SECTION. 2. i k_LJ/y)b - L1`J/Jb - ttC4 CYLI J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W6, W10, W11 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 138 PLF at 0.00 to 138 PLF at 11.00 TC From 54 PLF at 11.00 to 54 PLF at 40.00 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 54 PLF at 0.00 to 54 PLF at 11.00 BC From 20 PLF at 11.00 to 20 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.46 BC 191 LB Conc. Load at 5.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.61" DUE TO LIVE LOAD AND 0.53" DUE TO DEAD LOAD AT X = 19-5-12. 3X8 (B1) I ni3 UWU rmLr AnLu rnvm kunrUICn iiirui LUAU3 U' UI Mr IX31 UIV3) 3UDrIi IILU DI IMU30 rlrn. 2 Complete Trusses Required NAILING SCHEDULE: (12d_box_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS LN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD 6H6_ 3X6= 2X4 III 3X8= 5X6= 3X6= 2.5X4-- 2.5X4-_ 5X6= nv- 8X12= 2X4 III 8X1L= 2X4 III I-- I . - - UAU- 3X6(Al) 9-4-0 1-4-0 1-4-0 5-0-0 J_ 30-0-0 5-0-0 E 12-0-0 T 7-4-0 _r 20-8-0 40-0-0 Over 2 Supports R=2780 U=808 W=8" R=1680 U=652 W=8" PLT TYP. Wave TPI-95 R D e s i g n Crit: TPI STD FLBC 0TY:1 FL 1 R Scale 1875" Ft. WARNING'" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALS -SING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUPLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53119). FOR SAFETY PRACTICES PRIOR TO STRUCTURAL PANELS. BOTTOM SCHORDUNLESMALL HHAVE SA PROPERLYOATTACHEDORIGIDACEILING, PROPERLY ATTACHED IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILDTHE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO BEACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERA M /QORtFC•w• / G E N0. 42704 : E 2* 1s STATE Oi= t 7 VET S• O R ON•.•• TC L L TC D L pLIC DL BC LL TOT. L D . 20. 0 7. 0 10.0 0.0 37.0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 4 0 8 3 SMYTH LUMBER CO. RC'OFTRIISSD1VI510N 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299-1 522 FAX: 407-299-9153 DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 031250ll SLT-ENG WMR - S E 0 N 37448 D U R . F A C . 1.25 FROM R L W PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORrLATION #92113 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENIT DESGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 4 Al May o5 ' u SPACING SEE ABOVE JREF 1S2I352_ZO3 f LlJ/Jb - Lly/'Jb - -KLb) - TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 4-11-1 JACKS AT LEFT END AND 5-0-0 JACKS AT RIGHT END. JACKS HAVE NO WEBS. 0-4-10 IHIJ UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY 1RUSS MFR. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE.IN ROOF, CAT II, EXIT B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 2X4111 5X6= 6 (— 1 6 9-4-0 2X4111 5X8= 2X4111 3X6(B1) = IHIJ UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY 1RUSS MFR. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE.IN ROOF, CAT II, EXIT B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 2X4111 5X6= 6 (— 1 6 9-4-0 2X4111 5X8= 2X4111 3X6(B1) = 3X6(Al) 11-4- 1_ 4-11-0 _1 11-0-0 I 5 0 0 I 20-11-0 Over 2 Supports R=1206 U=442 W=3" R=1292 U=498 W=8". PLT TYP. Wave TPI-95 R Design Crit: TPI 'STD FLBC 0TY:1 FL 1 R - Scale 3125" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLINGI .SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE FI T C L L 20O P S F R E F R 3 5 2-- 4 0 84 S MYTH LUMBER CO. INS7IIUTE. 583 D'ONOFR IO DR., SUITE 200. MADi SON, WI 53219), FOR SAFETY PRACTICES PRIOR TO - PERFORMIN. THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP -CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL " PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j` q, iG T1•. T C D L 7.0 P S F DATE 0 5 / 0 5 / 0 3 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO.42704 : ROOF TRUSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO: BC DL 10.0 PSF DRW SLTUSR352 03125018 2722 SOUTH AP.OPKA BLVD.- APOPKA. FL 32703 - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN S d s STATE OF j B C L L 0 . 0 P S F S L T - E N G / W M R 407 299 7 522 SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE w FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS. NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 4....... r70NAI T O T, L D, 37.0 P S F S E Q N 3 7 4 8 2 PROFESSIONAL ENGINEERING. DRAW INGS. 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D.0 R F A C 1.25 FROM R H CERTIFICATE OF AUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION May 05 '03 SPACING SEE ABOVE JREF 1S2I352 Z03 2. 11y/9B - L19/VB KLb TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4=. IHIS UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 120 MPH WIND, 16.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6(- 6 15-0-0 2 X 4 III 2X4(Al) = 2X4(A1) L---1-4-O>J l-0-0-1-4-oy 4-4-0 _1_ 4-4-0 _1 8-8-0 Over 2 Supports R=402 U=325 W=3.5" R=402 U=325 W=3.5" PLT TYP. Wave TPI-95 R Resign Crit: TPI STD FLBC 19 a QTY:4 FL 1 R Scale 375" Ft. WARNING** TRUSSES. REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. NETTO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON0 FR IO DR., SUITE 200, MADISO N, NI 53719), FOR SAFETY PRACTICES PRIOR TO M M. R, T C L.L 20.0 P S F R E F R 3 5 2-- 4 0 8 5 SMYTH CO. PERFORMING THESE- FUNCTIONS. UNLESS OTHERWISE INDICATED, i0P CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 0 5 / 0 5 / 0 3 LUMBER STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. iiFIq••:'/F L ROOFTRl15SDfVIS10N IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i NO.42JO4 BC DL 10.0 PSF DRW SLTUSR352 03125019 2722 SOUTH APOPKA BLVD. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE S S L T - E N G / W M RFL - WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO(NATIONAL DESIGN 1 : BC L L - 0.0 P S FAPOPKA, 32703 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t STATE OF 1• iFAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653.GR40 GAL . STEEL. E%C.EPT AS NOTED. APPLY CONNECTORS TOji EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PRO CONNECTORS PER r C' A TOT L D . 37.0 P S F S E Q N 37382 PROFESSIONAL ENGINEERING DRAWINGS E OF0LIA-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING K+` A•/Jv NAt} D U R F A C 1.25 FROM R HI16RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - May 0 5 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF 1S2I352_ZO3 Z19/98 - Z1979B R27) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 ***LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) 120 MPH WIND, 15.73.FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED TC From 54 PLF at -1.46 to 54 PLF at 10.13 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC - From 20 PLF at 0.00 to 20 PLF at 8.67 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. BC From 4 PLF at 8.67 to 4 PLF at 10.13 TC 53 LB Conc. Load at 3.06, 5.60 TC 47 LB Conc. Load at 4.40 BC -11 LB Conc. Load at 3.00 BC 23 LB Conc. Load at. 3.06, 4.40, 5.60 BC -9 LB Conc. Load at 5.67 5X4= 5X4= 6 j6 15-0-0 2X4 111 2 X 4 1 2X4 (Al) = 2X4 (Al 0 1-4-Oy 3-0-0 1 2-8-0 1' 3-0-0 8-8-0 Over 2 Supports R=501 U=219 W=3.5"" R=503 U=227 W=3.5" PLT TYP. Wave TPI-95 R D e s i q n Crit: TPI STD FLBC QTY:l FL 1 R Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER 70 HIB-91 ,(HANDLING INSTALLING AND BRACING), .PUBLISHED BY 7P1 (TRUSS P LATE TC L L 20.0 PSF REF R 3 5 2 4 0 8 6 INSTITUTE. 683 D'ONOFR iO DR., SUITE 200, MAGI SON, NI 53719). FOR SAFETY PRACTICES PR IOR TO•Flcw`•, V ' FERFO ,INFORMING THESE FUNCTIONS. UNLESS OTHERWISE I ND ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED-T. TC D L 7.0 PSF DATE 0 5 / 0 5 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A FR OP ERLY ATTACHED RIG10 CEILING. B7 t N0. 427 4IMPORTANT— FURN.ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i ROOF TRLSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO * BC DL 10.0 PSF DRW SLTUSR352 03125020. 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITHTPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING. AND 9 ' BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ! STATE OF= B C L L 0.0 PSF S L T - E N G W M RAPOPKA,FL 32703 / SPECIFICATION FUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S Q R Q.•' 407-299-1522 ( CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TOe `.. T 0 T , L D . 3 7 . D PSF S E Q N 3739 1FAx: 407 299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LDCATED ON THIS DESIGN, POSITION CONNECTORS PER Vs'Q, C PROFESSIONAL ENGINEERING DRAWINGS 160 A-.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ` Y D U R . F A C . 1.25 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGN' SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR 1UILDING-IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. May o5 '03 SPACING 24.0" JREF - 1S2I352 Z03 MTTTCn V TDIICC MCD kLiJ/JtJ - LiJ/JO - VI) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 61— 3X4= 2X4(D1) = 6 2X4 (D1) im 16-6-3 2-0-0 _I,_ 2-0-0 _I 4-0-0 4-0-0 Over Continuous Su ort R=74 PLF U=45 PLF.W=4-0-0 120 MPH WIND, 17.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:1 FL - 1 R - Scale =.375" Ft. A\`^ WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING.AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO OR., SUI1E 200, MADISO N, NI 57719), FOR SAFETY FR ACT ICES PRIOR TO'•t PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,- INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M M AT I F I(+••/ rrr j NO.42704 1 T C T C BC L L D L DL 2 0. 7.0 10.0 0 P S F F S F PSF R E F R 3 5 2-- 4 0 8 7 DATE 0 5 / 0 5 / 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 03125021 S L T - E N G / W M R2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407-299.1522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICAPLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BV THE AMER ICAN FOREST AND PAPER ASSOLIATIO N) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 CR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 71{ ti gTATE OF ? s OR,O: ,•'` r BC TOT.LD. L L 0.0 37.0 P S F PSF SEON 37427 FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER•//•••••' D U R F A C . 1 . 25PROFESSIONALENGINEERING DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESFO N SIB ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NAI, SPACING 24. 0" J R E F 1 S 2 I 3 5 2_Z 0 3CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. May 05 l THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS HER. Lly/ytl - VC) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 5X4= T 2-0-0 2X4(D1) = 2X4(Dl) _ 2 X 4 111 L. 4-0-0 _I, 4-0-0 _I 8-0-0 Over Continuous Support ' R=74 PLF U=27 PLF W=8-0-0 A15-6-3 120 MPH WIND, 16.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 6.10 u 0TY:1 FL 1 - R - Scale WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND - v` M TIC L L 20.0 P S F R E F R 3 5 2-- 58612BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Y •, ,,;•, I. INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO a ` .•F C •• II PERE ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED A ii 'Q.% T C D L 7.0 P S F DATE 1 2 / O 8 / 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : V F ; IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO*D N0. 427 4 a BC DL 10.0 PSF DRW SLTUSR352 03342007 27 22 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 71 BC L L 0.0 P S F - S L T - E N G W M R APOPKA, FL 32703 - BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNSTATE OF l Q' 407-29& 1 522 CONNECTORSIATIARESPEC FON PMADESOFD20GATASTMHEMA653AGR40RGALVESTANSTEEL, EXCEPTASSOCIATION) NOTED. APPLY TAPPALPINE CONNECTORS TO Die. < O R TOT . L D. 37.0 P S F S E Q N , 37425 FAX: 407-299-91 53EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER _ r- PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `rs/QJ pID U R F A C . 1.25 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENTDESGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT 1FOR 1995ANY SECTIOPARTICULAR BUILDING IS THE RESPONSIBILITYOFTHE BUILDING DESIGNER, PER D e c 08 ' 0 3 SPACING 2 4. D" J REF - 1 S 8 J 3 5 2_Z D 4 Z19/9B - H1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMFNSIONSI SUBMITTED BY TRUSS PIER TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 0-4-3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS, R=162 U=192 12-10-3 2X4 4.24 f 3-9-14 9-4-0 5X4=. 2X4(Al) = R=391 U=198 LEE: I-10-10 31 iE 9-10-1 Over 3 Support R= 407 U=322 W=11.314" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, IJ1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [NOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-9 1 53 CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP 0N5181LITY SOLELY FOR THE TRUSS COMPONENT OF SIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/. PI 1-1995 SECTION 2. y r No. 42704 STATE OF NAL Dec 08 '03 F L / - / 1 TC LL TIC DL BC DL BC LL TOT. LD. OUR . FAC SPACING 3- 9-14 Scale=. 375"/Ft. REF R352-- 58613 DATE 12/08/03 D R W SLTUSR352 03342008 SLT- ENG /WMR SEQN- 32968 FROM RH JREF- 1S8J352_ZO4 t k L1y/yt5 - Lly Vb HL) IM1J UNU FHLFAKLU CHUM L.UMFUItK 1NFUI LUAU) h ULMtNJ1UNJ) JULIMIIICU by IKUJJ MYK. TOP CHORD 2x4 SP 2 120 MPH WIND, 20.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP 2 ANYWHERE IN ROOF, CAT I.I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 4-11-8 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 0-4-3 2 -4-1 R=181 U=180 2-.9-14 14 R=76 U=180 L< 1-10-10 s1.- 7-0-14 _ I 7-0-2 Over 3 Supports R=261 U=180 W=10.567" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:3 FL - 1 R - Scale 375." Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE Q T C L L. 20.0 P S F R E F R 3 5 2- -.4 0 9 0 INSTI TUTE, 583 D'O NO FRIOOR., SUITE 200. MAD ISO N, N.I 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED apt IF)C ci 4'. T C D L 7.0 P S F D AT E 0 5 / 0 5 / 0 3 S MYTH LUMBER -CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7I IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.. ALPINE ENGINE EKED NO.4Z%O4 ROOF TRUSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE - FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 71f BC DL 10.0 PSF DRW SLTUSR352 03125024 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR- FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN•, SPECIFICATION FUBLI SHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI_ ALPINE t j STATE OF j Pf• BC L L 0.0 P S F SLTENG W M R 407-299-1 522 FAX: 407-299-91 53 - CONNECTORS ARE MADE OF 20GA AST M A6S3 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, FOSI TION CONNECTORS PER R10 .•• t1f s'r 01yAlE T 0 T . L D . 37.0 P S F S E 0 N 37433 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. - THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F AC .. 1.25 FROM R H - CERTIFICATE OF AUTHORRATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE. SUITABILITY AND USE OF THIS COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '0 3 __ S P A C I N G S E E ABOVE, J R E F- 1 S 2 I 3 5 2_Z 0 3SECTIOICULAR L L.IJi`JCS LI /'Jt5 - IT 3) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 2-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 1-1-0 CANT ONE FACE, 1-1-0 CANT OPPOSITE FACE. 4.2 4 r— IT6 3 7 U=180 0-4-3 1-9-14 I L-0 R=95 U=180 2X4 (Al 1-10-10 >j-<1-5-11--J<—-2-9-4--->j 4-2-3 Over 3 Supports R=335 U=241 W=4.95" 120 MPH WIND, 15.74 FT MEAN HGT, ASCE 7-98, CLOSED.BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 19 a QTY:2 FL 1 - R - Scale =.3/5" rt. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE A T C L L 20.0 P SF R E F R 3 5 2-- 4 0 9 1 INSTITUTE: 583 D'ONOFRIG DR., SUITE 200' MAD N. Wl 53719), FOR SAFETY PRACTICES FR IOR TO ----``•• •••••• i - 7 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `/;•• T FI •••'• v T C D L / Q P S F DATE 0 5 / 0 5 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.rG 9r•E IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR: ALPINE ENGINEERED BC D L 10.0 P S F D R W SLTUSR352 03125025ROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NO.42704 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN f BC L L 0.0 P S F S L T- E N G / W M R SPEC If ICATION PUBLISHED BY THE AMER'CAN FOREST ANO PAPER ASSOCIATION) ANO TPI. ALPINE STATE OF j, tQ, 407-299-1 522 CONNECTORS ARE MADE OF 2DGA ASTI A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO i Pr ti T 0 T . L D . 37.0 P S F S E Q N - 3738 9 FAX: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER •_p . 4.y R%O.••• DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUDUR . F A C . 1.25 FROM R H PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS 4 CERTIFICATE OFAUTHORIL•TION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. May 05 SPACING SEE ABOVEJ JREF - 1S2I352_ZO3 t L17/713.- L17/7tl - L1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IMIb DWG PREPARED FROM COMPUTER INPUI (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 1I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L'/180 TOTAL LOAD. 4-1 -10-4 R=163 U=180 3-10-3 R=703 U=180 L<1-4-011 7-0-12 - i7-0-0 Over 3 Supports R=363 U=251 W=8" PLT TYP. Wave TPI-95 R Desi n Crit: TPI STD FLBC 1 a OTY:14 FL - 1 R - Scale =.375" Ft. WARNING*` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING,- SHIPPING, INSTALLING AND `. T C L L 20.0 P S F R E F R 3 5 2-- 4 0 9 2BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISH EO BY TPI (TRUSS PLATE {', IY INSTITUTE. 583 D'ONOFR10 DR., SUITE 200. MADI SO N. W1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL. HAVE PROPERLY ATTACHED TIF CgF T C D L 7.0 P S F DATE 0 5 / 0 5 /0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD, SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3`tfv` ROOFTRIISSD1V1S10N **IMPORTANT** FURN15H A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i N0.42704 BC DL 10.0 PSF DRW SLTUSR352 03125026PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR. ANY DEVIATION FROM THIS DESIGN: ANY FAILUR.P TO - 2722 SOUTH APOPKA-BEND. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN + B C L L 0.0 P S F S L T - E N G / WM R SP EC IFIC AT 10N PUBLISHED BY THE AMERICAN FORESTGAL V AND PAPER ASSOCIATION) T C AND TPI. ALPINE Q, STATE OF Q 407-299-1522 73. S (• c FAX: 407-299-9 1 53 EACHEF ACES OF RTRU S E MA SE AND OF 2 UNLES ST DTHERN ISEQOL 0CA7 ED ONEASED ESI GNPT AS PO SITDION CON N L COECTORS N PERECT TO V O R,O 1aw TOT . L D . 37.0 PSF S E O N - 37417 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGs NA E D U R F A C. 1.25 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS - w - CERTIFICATE OF AUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE. BUILDING DESIGNER, PER M a y 0 5ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF 1S2I352 Z03 kLly/'Jb - IP)1y)l - tL) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11-10-4 R=108 U=180 2-10-3 0 R=48 U=180 inio uNu rnrrnnry rnvn. vrirui[n inrui kLU-0 a Uir-uroiunol ..0 urui .. • 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/18O J OTAL LOAD. L<1-4-0T-- -5-0-12 5-0-0 Over 3 Supports R=295 U=181 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:11 FL 1 R Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISO N, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHER SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FA HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED DY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERn• p•••. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESFO NSIOILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS ACOMPONENSI/TPIT1FOR ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER• PER RA, Fl iw••,: `w4.':c` E No.42704 : S = 17C i 5TATE OF t P `( R,O••• tt77 NM -- May 0 5 0 j T C L L T C D L BC .DL B C L L T 0 T. L D. 20 .0 7 . 0 10.0 0 . 0 37 . 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 4 0 9 3 DATE 0.5 / 0 5 / 0 3 SMYTH LUMBER CO. RooFTRussDrvlsloti TD. 2722SOUTHAPOPKABLVRICATING, AFOFKA, FL 32703 407- 299 1 522 FAx: 4-299- 1 2 5& PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORrLATION P#9218 DRW SLTUSR352 03125027 S L T --E N G W M R S E 0 N 37435 D U R . F A C . 1 .2 5 FROM L1 R11SPACING 24.0" J R E F 1 S 2 I 3 5 2_Z 0 3 Lly/yJb - Lly/y)b - LS) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1T-6 4 R-47 U=180 1-10-3 1-0 R=23 U=180 LC1-4 Dal-,- 3-0-12-->j 3-0-0 Over 3 Support R=234 U=180 W=3:5" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY IRUSS MFR. 120 MPH WIND, 15.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLI IYP. Wave TPI-95 R Desi gn Crit: TPI STD FLBC 0TY:3 FL 1 - - R Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HAND UNG INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR.. SUITE 200. MADISO N. W1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE. PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO: ryAA - IIFlC4 '• i' d No. 4.1704i T C T C BC L L D L DL 20.0 7.0 10.0 P P PSF S F S F R E F R 3 5 2--- 4 0 9 4 SMYTH LUMBER CO. RooFTlxus5Drv1sloN DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125028 2722 SOUTH APOPKA BwO. APOPKA, FL 32703 407-299-1522 FAX: 407-299 91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING,.INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA ASTM A650 GR40 GALV. STEEL. E%C EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 9 i STATE OF A {V O R,O s• B C TOT.LD. L L 0. 37.0 0 P PSF S F S L T- E N G W M R SEON 37379 D U R F A C . 1.25 FROM . R H- PROFESSIONAL ENGINEERING CERTIFICATE OF AUT}IORZ+TION #9216 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSI/TPI71F01995NSECTIO.NCZLAR-BUILDING 11 THE RESFONSIBILITV OF THE BUILDING DESIGNER, PER M a y 05 ' Q 3 S P A C I N G. 2 4.0 J R E F 1 S 2 I 3 5 2_Z 0 3 L17/7D - LIJ/JO - 1,1J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11-10-4 R=108 U=180 2-10-3 R=48 U=180 L<1-4-01'-- 5-0-12 5-0-0 Over 3 Supports R=295 U=219 W=8 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:4 FL 1 - R - Scale=.3751' Ft. WARNING"" TRUSSES REOUIRE.EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M Rw _ 1_'AI T C L L 20.0 P S F R E F R 3 5 2-- 4 0 9 5 INSTITUTE, 583 D'ONOFRIO DR.; SUITE 200, MADISO N, W[ 53719), FOR SAFETY PRACTICES PRIOR TO F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FR ODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO apt lFl(, '•• 4r;: folip GFROOFTRUSSDIVISION No.42704 T C BC D L DL 7. 0 10. 0 PSF PSF DATE 0 5 / 0 5 / 0 3 S MYTH LUMBER CO. DRW SLTUSR352 03125029 S L T - E N G / W M R 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407- 299-1 522 FAX: 407-299.9153 BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABR ICA7ING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE. PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS.TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER j STAT E OF V yORI,.•• BC TOT. L L LD. 0. O 37. 0 P S F PSF SEON 36911 D U R F A C . 1 . 25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OFAUTHORRATION#9218 DRAWINGS 160 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING" RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES IC,N SHOWN. THE SUI TABILI TY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BU IEDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. May 05 '03 SPACING 24.0" JREF 1S2I352_Z03 Lly/915 - 119/9b - I-L) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD 1( = 4 4 IR7 U=180 1-10-3 g ra-0 R= 23 U=180 Lc1- 4-D>1-1- 3-0-12-->j 3- 0-0 Over 3 Supports R= 234 U=198 W=8" IHIS DWG PREPARED FROM COMPUI,ER INPUI (LOADS & UIMLNSIONS) SUGMIIItU MY IHUJJ MI-K. 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Desi gn Crit: TPI STD FLBC 0TY:9 FL 1 - - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (.TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO CTIONS M A - 7ryw FIC • ' 4 F T C T C L L D L 2 0. 7. 0 0 P S F P S F R E F R 3 5 2-- 4 0 9 6 DATE 0 5CH0A0ESHAOLHERW /05 / 0 3 SMYTH LUMBER CO. ATTACHED STRUCTURAL PANEL SFUBOTiOMHAYESA PROFERLYOAi7ACHEDORDGIDALL HAVE CEIU CEILING. 1GDRW SLTUSR352 03125030 RooFTRussDlvlstoN IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED_ F Q.427O4 BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 71f APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF t4 B C L L 0.0 PSF F SL T - E N G W M R 407-299- 1 522 SPECIFICATION PUBLISHED BY THE AWERICAN FOREST AND PAPER ASSOCIATION) AND.TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. Afl`I T 0 T L D 37 0 P S F S E Q.N 37437 FAX: 407- 299-91 53 STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER -•~'•••••••' Q Riv.•• _ D U R F A C 1 25 FROM R H PROFESSIONAL ENGINEERINGDRAWINGS160 A- Z.THE SEAL ON THIS DRAWING.INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s'/ONA1. CERTIFICATE OF AUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONEANY SECT[ OICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 'D.i SPACING 2 4. 0." J R E F 1 S 2 I 3 5 2_Z 0 3 1 Z1979B - Z1979B - C3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0.PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 F- 2X4(Al) L<1-4-0 1-0-12 1-0-0 Over 3 Supports 0-= 4 U 1804 9-4-0 TR=- U=180 R=247 U=280 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC TY:13 FL - 1 R - Scale =.375" Ft. WARNING.. TRUSSES REOUIRE EXTREME CARE IN.FABRICATION, HANDLING. SHIPPING. INSTALLING AND A _ BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE • +Qy T C L L 2 0.0 P S F R E F R 3 5 2-- 4 0 9 7 INSTITUTE, 503 D'ONOFRIO DR., SUITE 200' MADISO N, WI 53119). FOR SAFETY PRACTICES PRIOR TO F Cw••._III/ - FERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED y1( ' [P j T C D L 7. 0 P S F DATE 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. NO.aY%On ROOF TRUSSDIYISION "IMPORTANT NC FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED kSTATE BC DL 10.0 PSF DRW SLTUSR352 03125031 2722 SOUTH APOPKA BLVD. BUOILDC THE TRUSSESAIN CONFORMANCELLNOTBEO W I TH L TP I: OR AN FABRICATING• HANDLINGFROM S SSHIPPING.A INSTALLINGNY E ANDtBRACING OFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN OF BC L L 0.0 PSF SLT-ENG /WMR APOPKA, FL 32703 AA407- 299-1522 SPECIFICATIONPUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE O R`'•J'V _CONNECTORS ARE MADE OF 20GA ASTMA653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO '•... T0 T. LD. 37. 0 PSF SE0N -37439 FAx: 407-299-9153 EACH FACE OF TRUSS. AND UNLESSOTHERWISE LOCATED ONTHIS DESIGN, POSITION CONNECTORSPER 8 t` PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C 1 .2 5- FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF ALITHORIZATION #92IS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y 0 5 ' 0 3 ANSI/ TPI 1-1995 SECTION 2. SPACING 24.0" JREF - 1S2I352_ZO3 Lly/Vb Lly/yt5 - 1,4) TOP CHORD 2x4 SP #3 BOT CHORD, 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180.TOTAL LOAD. 6 F- 2X4 (A1) L<--3-0-12—>j 3-0-0 Over 3 Su arts R=123 U=180 W=3.937 1 10 4 R-70 U=180 1-10-3 9-L- 0 R=30 U=180 IH1S UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIIIEU BY IRUSS MFR. 120 MPH WIND, 10.43 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC a QTY:1 FL 1 R Scale =.375" Ft. WARNING*k TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND M M R T C L L 20. 0 P S F -R E F R 3 5 2-- 4 0 9 8BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. NI 53719), FOR SAFETY' PRACTICES PRIOR TO .• IF)CPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE PROPERLY ATTACHED Q T C D L 7.0 P S F DATE 0 5 / 0 5 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION "`IMPURTANiNC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F No.42704 BC DL 10.0 PSF DRW SLTUSR352 03125032 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN COXFORMAXCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND j BC L L 0.0 P S F S L T - E N G W M RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t STATEOF ' / 407.299-1 522 SPECIFICATION PU8LISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ti ` Q`f TOT . L D . 37.0 P J F S E Q N - 3742 1CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ` a FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIG H, POSITION CONNECTORS PER (`•.O R,O+•• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING p/ PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS IyNA E D U R . F A C . 1.25 FROM R L W CERTIFICATE OF AUTHORRATION 992IS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May y0 5 ANSI/ TPI 1-1995 SECTION 2. SPACING 24.0" JREF - 1S2I352_Z03 Lly/yJb - 41ywl S - L, TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 r— 0-IID--1 U 180 4 7 9180 0 2X4(A1) 1-0-12 1-0-0 Over 3 Supports R=52 U=180 W=8" INIZJ UWU rI(tYANLU rMUPI L.UPIrUItM ill rUI (LUAU) n U1 rlt1VJ1 U1131 3Utl1-11I ItU 131 IttUJD PIr M. 120 MPH WIND, 9.93 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:1 1 R - Scale =.375" Ft. WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR LO DR., SUITE 200. MAD 15011, NI 53719), FOR SAFETY PRACTICES PRIOR TO!F('•., PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND PROVISIONS OF NOS (NATIONAL DESIGNSBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLIPA M M AI p y j N, 42704C7C STATE OF ? lFLTC T C BC BC L L D L DL LL 20.0 7.0 10.0 0.0 P P PSF PSF S F S F R E F R 3 5 2-- 4 0 9 9 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVO. APOPKA, FL 32703 DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125033 SLT-ENG WMR 407 299-1 522 FAX: 407-299-9153 PROFESSIONAL ENGINEERING PCABLE CONNECT0RSIARE ON PMADESOFO20GATASTMMA657AGR40RGALVANSTEELEREXCEPTAsSIASINOTEDND TAPPLYACONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING• RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Q R,Q.:.• v r ••• S NAL T 0 T. L D. 37.0 P S F S E O N 37486 D U R F A C 1.25 FROM R H CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE DUILDINC DESIGNER, PER ANSIZTPI 1-1995 SECTION 2. M a y 05 SPACING 24.0" JREF 1S21352_ZO3 ASCE 7-98- 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING I SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE • 2 •L" B2X4 RACE '• 1) 2X6 "L" BRACE + z) 2X6 "L" BRACE GROUP A GROUP B GROUP A GROUP'B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 2 3' 5' S' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11 11' 3" 13' 1" 13' 5" SPF# 1 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" 7 FH STUD 3' 4" 4 ' 10 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W O STANDARD 3' 3' 4' 2' 4' 2' 5' 6' 5' 6" 7' 5" 7' 5 8' 7" 6' 7" 11' 8" 11' 8" I 1 3 9" 5' 11_ 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11 11' 10" 13' 1" 14' 0" S p 2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11 11' 10" 1 13' 1" 14' 0" 3 3' 6" 5' D., 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1' 13• 9" DFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1' 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11 11' 11" 1 / #2 3' 11 6' 9" 6' 11 B' 0" 8' 2" 9' 6** 9' 9" 12• 6" 12' 11" 14' 0" 14' 0'• E - S P F 3 3' 10" 6' 0" 6' 0" 7' 11 7' 11 9' 6" 9' 6" 12' 3" 12' 3" 14' 0' 14' 0" HF STUD 3' 10" f 11" 5' 11 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14, 0" 4 O STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" SP 2 4' 2 6 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 0 3 4' 0" 6' 2" 6' 2" 8' 0" e' 1" 9' 6" 10' 0" 12' 6" 12• 7" 14' 0" 14' 0" I DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' II" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9•' 10' 9" 14' 0" 14' 0" 1. / 2 4' 4" 7' 5" 7' 7" B' 9" 9' 0" 10' 6" 1D' 9" 13' 10" 14' 0" 14' 0•• 14' 0" SPF 3 4' 2" 6' 11 6' 11" 8' 9" B' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" H F STUD 4' 2" 6' 11 6' 11" 8' 9" B' 9" 10' 6" 10' 6" 13, 10" 13' 10" 14' 0" 14' 0" O 11 STANDARD 4' 2" 5' 11 5' 11" 7' 10" 7' 10" 10' 6" 10• 6" 12' 2" 12' 2" 14' 0' 14' 0" C 1 4' 8" 7' 5" 8' 0" 8' 9•' 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" QI, 2 4 7' 7' S' B' 0' 8' 9' 9' 6' 10' 6" 11' 4" 13' 10" 14' 0" 14' 0'• 14' 0" 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" D F L STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 1 8' 0" 10' 6" 10' 9" 12' 5" 1 12' 5" 14' 0" 14' 0" DIACONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 870# AT EACH END. MAX WEB TOTAL LENGTH IS 14'. SYM f ABOUT RACE k 2X4 #2N OR BETTER 2X4 SP R D-(- OR BETTER DIAGONALNALAL I VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE CUT L 1 L ( AS SHOWN) AT UPPER END. I I ONTINUOUS E CONNECT DIAGONAL AT ( IIJII REFER TO CHART ABOVE FORMIDPOINTOFVERTICALWEB. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AN BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. E I MPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE oROOFTRUSSDIVISIONENGINEEREDPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS. 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR4D GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE CERTIFICATE OFAUTHORIZATION #921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. No. 42704 a'•• STATE OF 0R•oP. 70 PJ BRACING GROUP SPECIES AND GRADES: GROUP A. SPRUCE -PINE -FUR HEM -FIR 1 2 STANDARD 12 1 STUD 3 1 STUD # 3 1 STANDARD DOUGLAS FIR -LARCH - SOUTHERN PINE 3 # 3 STUD STUD STANDARD STANDARD GROUP B: HEM -FIR 1 & BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 2 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD. LOAD). GABLE END SUPPORTS LOAD FROM 4'. 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH 10d NAILS. FOR (1) "L" BRACE: SPACE NAHS AT` 2" O.C. IN IB" END ZONES AND 4" O.C. BETWEEN ZONES. FOR. (2) "L" BRACES: SPACE NAILS AT 3" D.C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0", BUT 2X4 LESS THAN 11' 6" GREATER THAN 11' 6" 2.SX4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98-GAB12030 DATE 09/10/01 DRWG A12030ECO901 a. ENG TOT. LD. 60 PSF MAX. SPACING 24.0" GABLE DETAIL sYM. ABOUT n FOR LET -IN VERTICALS J GABLE VERTICAL LENGTH TYP. GABLE VERTICAL PLATE SIZES O REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 1 2* 2X4 4 r2X8_ VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP' LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' D", BUT LESS THAN 11' 6" 2X4 2X8 GREATER THAN 11' 6" 2.5X4 2.5X8 WIND PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH RIGID SHEATHING HAND DRIVEN NAILS: 4 TOENAILS IOd COhfh10N TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. T.. GUN DRIVEN NAILS - 0.131" X 3": REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS 1N TOP AND BOTTOM CHORD. MEMBER THIS DETAIL TO HE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS GABLE TRUSS TOENAILS SPACED AT A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 4' D.C. A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0899 ASCE 7-98 CABLE DETAIL DRAWINGS A13015ECD901, A12015EC0901, A11015EC0901, A10015EC0901, A08515EC0901 A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, 510015EN0699, 509015EN0699, 508015EN0699, 507015EN0699 511030EN0699, 510030EN0699, 509030EN0699, S08030EN0699, S07030EN0699 SEE APPROPRLITE ALPINE GABLE DETAIL (ASCE OR SBCCIaTOENAILS CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. IiaiiiflR WARNINGr• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIH-91 (HANDLING INSTALLING AND BRACING), PUBLISHED AF' BY TPI (TRUSS PLATE INSTITUTE, 523 D'DNOFRID DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS THERWISE INDICATED. V, 11111_____ N•. S MYTH LUMBER C O. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION ENGIN ERE DTPRpDUCTSS H] NC. C HAL FNDTIBEDRESP NSOIBLEEFOR ANLY DE DV fAT UNT FR00RTHIS NO. 42704IV 2722 SOUTH APOPKA BLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 1 APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE F 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA A653 GRaO GALV. STATE O F FAx: 407-299-9153 ASTM STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF PER A.•' • ENGINEERING TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A,P. •• PROFESSIONAL - ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AND USE OF THIS COMPONENT FOR ANY PARTICULAR IS THE A,• 400).. CERTIFICATE OF AUTHORIZATION g9218SU1TABILITY BUILDING RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. i zx6 "T" REINFORCING MEMBER zxa 'T" REINFORCING MEMBER TOENAIL TOENAIL ' TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" BRA ca SPEED AND h{RH T" RE[NF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 7. 10 7. 2x6 40 7. 50 7. 110 MPH 30 FT 2x4 30 7. 10 7. 2x6 50 7. 50 7. 100 MPH 15 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7. 10 7. 2x6 40 7. 40 7. 90 MPH 15 FT 2x4 20 7. 10 7. 2x6 20 7. 40 90 MPH 30 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7 BO MPH 15 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. BO MPH 30 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 70 MPH IS FT 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7• 20 7. 2x6 10 7. 30 7. EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP #3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH 6' 7" MAXIMUM "T" REINFORCED CABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" LACES DRAWINGS GAB98117 876,719 & HC26294035 REF LET -IN VERT DATE 10/24/01 , DRWG GBLLETIN1001 ENG DLJ/KAR TOT. LD. 60 PSI' FAG. ANY I I SPACING 24.0" VALLEY TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(*) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED"BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 1 4-0-0 MAX d 12 12 MAX. yY2X4 W2X4 14'2X4 8-0-0 MAX -I 12 W4X412D4AX. W1X3 6-0-0 WIX3 MAX SPACING) 1V2X4WIX3WIX3 16-0-0 MAX WIX3 12 12 MAX.P W4X4 WIX3 6-0-0 WIX3 (MAX SPACING WIX3 W5X4/SPL TRUSS DETAIL UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6 OC, OR CONTINUOUS LATERAL BRACING,. EQUALLY SPACED, FOR VERTICAL VALLEY, WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY. NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING. APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24"-OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0 BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. WIX3 / WIX3 \\ Y2X4 W2X4 W4X4 OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL N o COMMON RUSSES FR MINGAoePARTIALA AT 2 " OC. 20-0-0 MAX (++) - `11.111i1111iiiu r PLAN ASUPPORTINGTRUSSESAT24" OC MAXIMUM SPACING. \\\\\\`" ry/S/z i y THIS DRAWING REPLACES DRAWING A105 WARNING- * TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED i G`i• %• TC LL 30 30 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE- INSTITUTE, 583 D'DNOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, C DL 20 L5 7 PSF DATE O6/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALESMYTHLUMBERCO. CEILING N' 42704 ': * xYIMPOR ANOT- FURNISHCAECOPY [IFDESIGN TO THE INSTALLATION CONTRACTOR. ALPIE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = C DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/1CAR - 2722SOUTHAPOPICABLVD, DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE 'WITH TPII.OR FABRICATING, c 19C LL 0 O 0 PSF H HANDLING, SIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH` APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAS 0 . STATE OF :• Q 1 ••• OT. LD. 60 57 PSF 55ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED.- APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153 TRUSS AND,. UNLESS THERWISE LOCATED DN THIS DESIGN, POSITION CONNECTORS PER THE THIS O ' c P`••. \ 4iICE\ •• L O,R•lO DRAWINGS I60A-Z. SEAL ON DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AND USE OFB THISILDCOMPONEN FOR NY PARTICULARBUILDING5 THE SUITABISABILITY 5\\\\\\ 4/U DURYAC. 1.25/ 1.33 1.15 I.15 SPACING 24RESPON GERTIFICATE OF AUTHORIZAnONH921BSARTPI' FTY ERSENI2 0• 1111111111111111 CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. VALLEY RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RIDGE RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D)I-(A) C) ( B 3) 16d BOX NAILS 4'0" TYP. 1(B) 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING 3) 16d BOX NAILS, OE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN l uIvIlYluiN 111UJJL.J H1 r_lf Vl, 2) 16d BOX NAILS, TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES -- AT 24" OC MAX SPACING 3) 16d BOX NAILS, TOE -NAILED GIRDER THIS DRAWING REPLACES DRAWING V105-CONV R WARNING-: TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS THERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM 0pp. • , C LL 30 1 " / F i`w••Q F C/l •, DL 2O 11 ' 30 15 40PSF 7 PSI'' REF CONV. VALLEY DATE 06/ 25/99 SMYTH LUMBER CO. CHORD SHALL PERLY CAECOPY RIGIDCEILING. xMPORTANAVEA OT-- CTHISNDESIGN i DRWG VALCONVF0699 ROOF TRUSS DIVISIONFURNISHTOTHE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, BC TL 10 S 10 10 PSF 2722 SOUTH APOPKA BLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH No, 42704 B 3, 0 0 0 PSF ENG - MLH/KAR APOPKA. FL 32703 407-296Y1522 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA y :1,Q,I,.=LD. 60 7[ 57 PSI', 55 FAX: 407-299-9153ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O •• STATE OF _ 1.151.15 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS C014PUNENT DESIGN SHOWN. THE i A •. 1C.1.25/ 1.33 CERTIFICATE OF AUTHORIZATION N921 SUITABILITY AND USE F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Al O ,'• CING SEE i o ABOVE, ANSI/TPI1- 1995 SECTION2. TOP CHORD 2X4 #2 OR BETTER PIGGYBACKBOTCHORD2X4 #2 OR BETTER D Lm1TL WEBS 2X4 #3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST_BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL ITEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM_BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 2 OR BETTER A En En A A E- E F.. A 20' FLAT TOP CHORD MAX SPAN II Erl E E E C C C C JOINT TYPE SPANS UP TO 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4)- NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO, DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 1. 4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7' 9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH. WITH 8d NAILS AT 4" OC. 2X4 " T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL, PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 0 0 0000a0000 0 0o 2 0 8 1/4" ATTACH PIGGYBACK WITH 3X8 TRULOX'OR ALPINE PIGGYBACK SPECIAL PLATE. I'lll "'r,mAtiVING REPLACES DRAWINGS 634,016 634,017 & 847.045 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AN BRACING REFER T HIB-91 (HAN LING INSTALLING AND BRACING), PUBLISHE BY ( TRUSS PLATE. INSTITUTE, 583 D'ONOFRI A t ` •Y/ y MAX LOADING REF PIGGYBACK TPI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS THERWISE INDICATE, TOP CHORD SHALL HAVE PRDPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL r lIFIC 9T'• i 55 i PSF AT DATE - 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-+ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE v • • 1.33 DUR. FAC. DRWG PIGBACKB0699 ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD.- ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN -CONFORMANCE WITH TPI;DR FABRICATING, - HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH N0, 42704 - c 50 PSF AT - ENG DLJ/KAR APOPKA. FL 32703 - APPLICABLE PRDVISIONS OF NDS (NATIONALDESIGNSPECIFICATION PUBLISHED BY THE 9 .2 5 DUR- FAC• 407-299- 1522 FAX: 407- 299-9153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR4P GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE: OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF S 47 PSF AT DRAWINGS 160 A-Z.' THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT I.1 5 DUR, FAC. PROFESSIONAL ENGINEERING CERnFiCATEOFAUTHORIZATION #9218 DESIGN SHOWN. THE RESPONSUITABIS IIBIL ITYTY DUFSTH FBUILDINTHISGCOMPONENTFOROPERNANSPARTICULAR995BUILDINGDTIUNI2THE - O1O r.•'• ACING 24.0 BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE SIZES (lX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. 3X4 WAVE OR 4XB TRULOX 2X4 WAVE OR 3X6 TRULOX REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281 ` 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231 # 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1 1343 1.5" X 3.5" 1 9 1 8 1 7 1 7 1 6 4 ++ 4 ++ 9.5 MAX 3X8 TRULOX ** MAX 4 3X12 TRULOX 2X8 WEDGE 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AN BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY. TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRID DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS SOUTH APOPKA BLVD. ESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 2722 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAx: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS THERWISE LOCATED ON THIS ESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z, THE SEAL ON THISDRAWINGINDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION #9216 SUITABILITY ANDUSE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY FTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Jj DRAWING REPLACES DRAWINGS A115 A115/R & BB4,132 lN% TC LL - PSF REF BC FILLER G V DL - PSF DATE 06/25/99 Bi`' DL 10.0 PSF DRWG BCFILLER0699 No. 42704 : *C= LL - PSF -ENG DLJ/KAR A T09 LD. - PSF o• STATE OF Q' FAC. 1. 0/ 1.15/1.25/1.33 r) R IO -•'. , OACING 24.0" STEPDOW.N CORNER SEA[' 2 TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE TYF BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4-SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR i N 2-00-00 1 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# 5' CORNER SET SETBACK 3' 7' 0" 0 1' 2 HIP OR COMMON TRUSSiff 1 HIP TRUSS J5 Q J1 J J1 J3 J5 J7 J7 J7 J 1 3. 5- 7. 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ ** (3) 16d TOENAILS J5 ** J7 ** 3.00 12 * 212 12 W2X4 - O TO6T.004.24 ALTERNATE LOADING W2X4 W2X5 I 193X4OR TCLL 20 PSF SI PSON TCDL 20 MAX PSF 3/4" -- BCDL - 10 PSF TOT.LD. 50 MAX PSF 1' T 5' 7' ** k I 9-10-13 OVER 2 SUPPORTS DUR.FAC. 1.25 R=463#. W=3.50" R=652#, 1Y=3.50" END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES 9 S:'v4l" "Hurry/ DRAWING HC11795029 j --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, \ , / I INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED as C LL 30 MAX PSF REF 7 STBK CS BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRI R., SUITE 200, MADISON, W1. 53719) FOR \`••••'C••/" /F (iSAFETYPRACTICESPRIORT PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, v 0.Ir'l+ •• DL 15 MAX PSF DATE 06 25 99 S MYTH LUMBER C O • TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ` •'(j` •• / / HAVE A PROPERLY ATTACHED RIGID CEILING. r. IMPORTANT— FURNISH A CPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE _ • r, ••'. BLDL 10 PSF DRWG CS7SBK3A0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. ESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, _ 7' No, 42704kCING 0 PSF -ENG SJP/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH - - APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = D. 55 MAX PSF407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATIDN) AN TPI. ALPINE CONNECTORS ARE MADE OF 20GA _ ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE OF- $ TATE 0FFAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS ESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL N THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL % O • A C. 1.3 3PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE I '••• ERTIFICATEOFAUTHORIZATION#921g SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O -/ Q •_• SEE ABOVERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ijN AL CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 I ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) . T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING - OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O:C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE OR L-BRACE SCAB T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579,640 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 'DNOFRI DR., SUITE 200, MADISON, WI. 53719) FOR l/ J\\ ` / // FIFf TC LL PSF REF CLB SUBST. DATE 06/25/99 - SAFETY PRACTICES PRDR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,91 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL iV q d. Q% ry L\•, DL PSF S MYTH LUM H ER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. v C B( tDL IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, z A o--77 ,t NO.42 / 04 PSF I}' DRWG BRCLBSUB0699 2722 SouTH APOPKA 6wo. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH o ISC LL PSF ENG MLH/KAR APOPKA. 32703 PROVISIONS PER T0' LD. PSF 99AMERICANLFORESTASS(OCIAITOION) ANDI TPI• ALPIINIE CONNNECTORSS ARE MADE OF 20GA 407-299 -1522 407- 'ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF STATE OF FAX; 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS I60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL YQ ESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ENGINEERING 'ENGINEERING RTY iF`A C. PROFESSIONAL A G[ERTIFlCATE OFAUTHORIUTION t19218'_RFCPONSfSUITABIL1A1I 1TYDOFSTHOFA IHIII))1NOMOF CIr.NAPNENTOPCPNANCAR PARTICULAR5USECTIONILDING I 2 THE j•'•• 0 R 1V -" `_ FACING N- K FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1979 YORKS IRE Builder: MORRISON HO ES Address: ZZt p C/f' Permitting Office: 5al` 5C City, State: Permit Number: 0t)_ 1 Fo Owner: 1 Io d #A) S Jurisdiction Number: 9 f Climate Zone: Central (99 /5Soo 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type Single Pane a. Clear glass, default U-factor 250.0 ft2 b. Default tint 0.0 ft2 c. Labeled U or SHGC 0.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c.. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A New Single family _ 1 _ 4 _ Yes _ 1979 ft' Double Pane 0.0 ft2 - 0.0 ft2 0.0 ft2 R=0.0, 220.0(p) ft _ R=4.1, 1393.0 ft2 _ R=11.0, 4.0 ft' R=11.0, 412.0 ft' _ R=30.0, 1983.3 ft2 Sup. R=6.0, 1.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as -built points: 27781 PASSTotalbasepoints: 30267 I hereby certify that the plans and by this calculation are in compliar Energy Code. PREPARED BY: DATE: I hereby certify that th' ui compliance with th I a Ene OWNERIAGE DATE: ---- -------- ------ ations covered the Florida n6d, is in Cap: 36.0 kBtu/hr _ SEER:12.00 Cap: 36.0 kBtu/hr HSPF:7.80 _ Cap: 50.0 gallons _ EF: 0.86 _ PT, _ Review of the plans and 4Z14E ST9TFspecificationscoveredbythisOti = , o calculation indicates compliance with the Florida Energy Code. Before construction is completed a this building will be inspected for compliance with Section 553.908 Florida Statutes. ^ r q 7 COS WE B BUILDING OFFICIAL,: r _ DATE: ------------- ---- '=------ EnergyGauge® (Version: FLRCSB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS I Residential Whole Building Performance Method.A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1979.0 25.78 9183.4 Single, Clear NW 1.5 7.0 30.0 40.72 0.95 1158.0 Single, Clear NW 7.0 7.5 10.0 40.72 0.66 268.4 Single, Clear SW 1.5 6.0 25.0 56.99 0.89 1271.4 Single, Clear SW 1.5 6.0 25.0 56.99 0.89 1271.4 Single, Clear SE 8.0 9.0 64.0 61.07 0.53 2077.0 Single, Clear SE 1.5 6.0 20.0 61.07 0.89 1086.7 Single, Clear SW 16.0 6.0 15.0 56.99 0.40 340.4 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear SE 1.5 5.0 16.0 61.07 0.84 823.2 As -Built Total: 250.0 10303.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 412.0 0.70 288.4 Concrete, Int Insul, Exterior 4.1 1393.0 1.18 1643.7 Exterior 1397.0 1.90 2654.3 Frame, Wood, Exterior 11.0 4.0 1.90 7.6 Frame, Wood, Adjacent 11.0 412.0 0.70 288.4 Base Total: 1809.0 2942.7 As -Built Total: 1809.0 1939.7 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 33.0 4.80 158.4 Exterior Insulated 33.0 4.80 158.4 Base Total: 51.0 1871 As -Built Total: 51.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1979.0 2.13 4215.3 Under Attic 30.0 1983.3 2.13 X 1.00 4224.4 Base Total: 1979.0 4215.3 As -Built Total: 1983.3 4224.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 220.0(p) 31.8 6996.0 Slab -On -Grade Edge Insulation 0.0 220.0(p 31.90 7018.0 Raised 0.0 0.00 0.0 Base Total: 6996.0, As -Built Total: 220.0 7018.0 INFILTRATION Area X BSPM Points Area X SPM Points 1979.0 14.31 28319.5 1,979.0 14.31 28319.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS:,,, PERMIT #: BASE AS -BUILT Summer Base Points: 37852.0 Summer As -Built Points: 37956.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 37956.3 1.000 1.087 x 1.150 x0.95) 0.284 0.950 12168.3 37852.0 0.4266 16147.7 1 37956.3 1.00 1.188 0.284 0.950 12168.3 EnergyGaugeTM DCA Form 600A-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1979.0 5.86 2087.4 Single, Clear NW 1.5 7.0 30.0 14.97 1.00 448.2 Single, Clear NW 7.0 7.5 10.0 14.97 0.99 148.6 Single, Clear SW 1.5 6.0 25.0 11.59 1.03 299.0 Single, Clear SW 1.5 6.0 25.0 11.59 1.03 299.0 Single, Clear SE 8.0 9.0 64.0 10.59 1.43 971.7 Single, Clear SE 1.5 6.0 20.0 10.59 1.05 222.4 Single, Clear SW 16.0 6.0 15.0 11.59 1.57 272.4 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear NE 1.5 7.0 15:0 14.70 1.00 220.6 Single, Clear SE 1.5 5.0 16.0 10.59 1.07 181.7 As -Built Total: 250.0 3505.1 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 412.0 1.80 741.6 Concrete, Int Insul, Exterior 4.1 1393.0 3.31 4603.9 Exterior 1397.0 2.00 2794.0 Frame, Wood, Exterior 11.0 4.0 2.00 8.0 Frame, Wood, Adjacent 11.0 412.0 1.80 741.6 Base Total: 1809.0 3535.6 As -Built Total: 1809.0 5353.5 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 33.0 5.10 168.3 Exterior Insulated 33.0 5.10 168.3 Base Total: 51.0 240.3 As -Built Total: 51.0 240.3 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1979.0 0.64 1266.6 Under Attic 30.0 1983.3 0.64 X 1.00 1269.3 Base Total: 1979.0. 1266.6 As -Built Total: 1983.3 1269.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 220.0(p) 1.9 418.0 Slab -On -Grade Edge Insulation 0.0 220.0(p 2.50 550.0 Raised 0.0 0.00 0.0 Base Total: 418.0 As -Built Total: 220.0 550.0 INFILTRATION Area X BWPM Points Area X WPM Points 1979.0 0.28 554.1 1979.0 -0.2.8 554.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , PERMIT #: BASE AS -BUILT Winter Base Points: 6157.8 Winter As -Built Points: 10364.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component. Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 10364.0 1.000 1.078 x 1.160 x 0.95) 0.438 0.950 5117.9 6157.8 0.6274 3863.4 10364.0 1.00 1.188 0.438 0.950 5117.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCSB v3.30 F.- R 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 16148 3863 10256 30267 12168 5118 10495 27781 PASS THE STgT C 0 wE EnergyGauge' rm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 t 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 corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, 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 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. RA-99 r1THFR PRFC('RIPTIVF MFAf211RFS /mnct ha mat nr axr•_aariarl by all raciriancac 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 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 ' EnergyGaugeOFIaRES'2001 FLRCSB v3.30 r I ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.2- The higher the score, the more efficient the home. I . New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 36.0 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 (ft2) 1979 ft2 c. N/A 7. Glass area & type Single Pane Double Pane a. Clear - single pane 250.0 ft2 0.0 ft2 13. Heating systems b. Clear - double pane 0.0 ft2 0.0 ft2 a. Electric Heat Pump Cap: 36.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 0.0 ft2 HSPF: 7.80 - d. Tint/other SHGC - double pane b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 220.0(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=4.1, 1393.0 ft2 EF: 0.86 - b. Frame, Wood, Exterior R=11.0, 4.0 ft2 b. N/A c. Frame, Wood, Adjacent R=11.0, 412.0 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, 1983.3 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(Sealed):Garage Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, b. N/A 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) S742,A in this home before final inspection. Otherwise, a new EPL Display Card will be completedY 01-fm based on installed Code compliant features.`' nu Builder Signature: Date: cd a r c01) Address of New Home: City/FL Zip: WE NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This isjwt 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 of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 fil1111,011, y i t 'v .w , A 5F` a + " qrT' , p .. .^'.. 0. - p K e ,.'0 'r 1 n dar`.4s ' t', L 0 For. NIN HAVES R Notes: rmr. a,.. air 7 ,.-11;.- 'yr, I'm'h'o'add5 i,l sdti' © -. •.. 011,F91 ffi «"i wsG...5i Weather. Orlando AP, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F DesignTD 32 °F Heating Summary Building heat loss 39310 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat bad 39310 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatin gg Cooling Area (ftz) 1979 1979 Volume (ft3) 18801 18801 Air changes/hour 0.80 0.40 Equiv. AVF (dm) 251 125 Heating Equipment Summary Make TRANE Trade Efficiency 7.7 HSPF Heating input Heating ouW 0 Btuh @ 47-F Heat temp rise 0 F Actual heating fan 1200 cfm Heating air flow factor 0.031 cfrn/Btuh Space thermostat Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 26996 Btuh Ventilation 990 Btuh Design temperature swing 3.0 °F Use mfg. data n Rate/swing multiplier 0.98 Total lens. equip. bad 27426 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3696 Btuh Total latent equip. bad 6551 Btuh Total equipment bad a 33977 Bich Req. total capacity at 0.70 /o SHR 3.3 ton Cooling Equipment Summary Make TRAIE Trade Efficiency Sensible cooling Latent cooling Total 000liN Actual cooling fan Cooling air flow factor Load sensible heat ratio 121 EER 24850 Btuh 10650 Btuh 35500 Btuh 1200 cfm 0.044 drn/Btuh 81 % Soldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 ACCK E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 R RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7124102 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 18801 ft3 x 0.0167 = 251 cfm 2 Winter infiltration load 1.1 x 251 cfm x 32 *F Winter TD = 8824 Btuh 3. Winter infiltration HTM 8824 Btuh / 301 ft2 Total window = 29.3 Btuh/ft= and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18801 ft3 x 0.0167 = 125 cfm 2 Summer infiltration bad 1.1 x 125 , cfm x 18 °F Sumlrl3rTD = 2482 Bluh 3. Summer infiltration HTM 2482 Ruh / 301 ft2 Total window = 8.2 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 125 cfm = 3696 Btuh roceaure u - tquipment Sizing Loaas 1. Sensible stung load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Sum-uTD = 990 Btuh Sensible load for structure (Line 19) + 26996 Btuh Sum of ventilation and structure bads = 27986 Btuh Rating and temperature swing multiplier x 0.98 Equipment stung load - sensible = 27426 Btuh 2 Latent stung load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Prooedure C + 3696 Btuh Equipment stung load - latent = 6551 Btuh Construction Quality is: a No. of Fireplaces is: 0. Boldlltallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential- 5.5.06 RSR26013 2002=Jul-24 17:30:35 tCCP. E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING ROOM a n se a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 30.0 2.7 a n se a c n 0 d 1 1 90 1.0 7.0 5.0 2.5 47.4 10.0 10.0 DINING ROOM a n ne a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0 KITCHENINOOK a n ne a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0 FAMILY ROOM b n nw a c n 0 d 1 1 90 1.0 8.0 1.0 8.0 39.4 64.0 0.0 MASTER SUITE a n nw a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 20.0 0.0 a n ne a c n 0 d 1 1 90 1.0 16.0 1.0 5.0 39.4 15.0 0.0 MASTER WIC BATH 2 UTILITY ROOM BEDROOM 2 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3 BEDROOM 3 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3 BEDROOM 4 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3 MASTER BATH a n rw a c n 0 d 1 1 90 1.0 1.5 1.0 4.0 39.4 16.0 0.0 wrightsaft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1,979 7i24/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MFW uPL r.. tin tQ 1 Name of mn Entire House LIVING ROOM DINING ROOM WCHE! M1" 2 LerxJlh ofeaPasgxsed wag 220.0 ft 48.0 ft 17.0 ft 19.0 ft 3 Ram dm 19.0 x 11.0 ft 10.0 x 16.0 ft 19.0 x 14.5 ft 4 Ceiings C -dt Option 9.5 ft healkod d 9.5 ft headmd 9.5 ft Iheatbod 9.5 ft heaibod TYPE OF CST HTM Area Load (Bhh) Area Load (Btih) Area Lid PUI) Area Load (T3h h) EXFTJSURE N0. Htg Clg fN) Htg Clg fP) Htg Clg M Htg Clg ftl Htg Clg 5 Gross a 14B 4.6 2.1 1663 333 95 181 Exposed b 12C 2.9 1.9 4 4 0 c vrt and c 13C 3.2 1.2 424 119 67 c partitions d 0.0 0.0 0 6 Vl r axt a 1 C 37.0 186 6875 40 1478 25 924 924 gLass doors b 8C 37.0 64 2365 0 0 0 0 0 I ieaeDi9 c 9C 38.7 0 0 0 0 0 0- 0- d 0.0 0 0 0 0 0 0 c 0 e 0.0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 7 V*xbAsad North 20.4 17 340 13 258 0 0 C 0 1 doors NEMW 39.4 165 6501 0 0 25 995 Z 9135 Ccoftig BW 0.0 0 0 0 0 0 0 c 0 SBSW 47.4 68 3239 27 1295 0 0 c""' 0 South 0.0 0 0 0 0 0 0 c 0 Horz 0.0 0 0 0 0 0 0 c 0 8 Ckherdocrs a 11A 18:9 127 51 963 650 33 623 421 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 01 0 0 0 0 9 Net a 148 4.6 21 1380 6380 2842 260 1198 535 70 323 144 1 717 320 eked b 12C 2.9 1.9 4 12 8 4 12 8 0 0 0 c 0 0 v alls and c 13C 3.2 1.2 406 1219 475 119 375 139 67 211 m c 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 1979 3356 4405 209 354 465 160 271 356 467 613 b 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 d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 220 5702 0 48 1244 0 17 441 0 1 492 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 p-lelor c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 forslab a 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 01 0 0 c 0 0 12 Infiltration a 29.3 82 301 8924 292 73 2140 602 25 733 236 z 733 206 13 SubkM bss=6+8_+11+12 35736 7424 2902 3333 Less ex healing"" 0 0 0 0 Less trader 0 0 0 0 Heating mdtshibution 0 0 0 0 14 Dud loss 10% 3574 10°/ 742 100/. 100/. 333 15 Total loss =13+14 39310 8167 3193 16 A gams: People @ 300 6 1800 0 0 1 300 c 0 Appl. @ 1200 2 1800 0 0 0 0 1 1200 17 SubIctRSHg*Fn 7+8+12+16 24642 3724 2070 3325 Less adan l oocing 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Dud gain 10°/ 2454 100/ 372 10° 207 10° 332 19 Total RSH gaa(17+18) Pf F 1.00 26996 1.00 4093 1.00 2277 1.00 2) Air required (dm) 1200 1200 219 182 97 101 112 163 PrirTW certified by ACCA IlD meet all requirements of Manual J 7th Ed. wrf^ghtsofC Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IVIWVUF`L J. /U1CQ Nam of loom FAMILY ROOM MASTER SUITE MASTER W)C BATH 2 T4CeilngsLeriglhof e>ed wall 33.0 ft 21.0 ft 0.0 ft 0.0 ft Rmmdireniors 17.0 x 16.0 ft 13.0 x 18.0 ft 7.5 x 11.0 ft 11.0 x 5.5 ft Conck Option 9.5 ft heaH000l 9.5 ft heaNcod 9.5 ft i heatkod 9.5 ftheatbod TYPE OF I CST HTM Area Load (13tin) A. Load W) Area Load (BWi) Area Load W) EXPOSURE NO. Htg Clg M Htg Clg ft) Htg Clg M Htg Clg M Htg Clg 5 Gross a 14B 4.6 2.1 314 200 0 Bposed b 12C 2.9 1.9 0 0 0 vat and c 13C 3.2 12 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Widnsad a 1C 37.0 0 0 35 1294 0 0c 0 b 8C 37. 0 0 0 0 c 0 gdoorsc9C38.7 0 0 0 0 0 0 c 0" d 0.0 0 0 0 0 0 0 0 e 0.0 0 0*" 0 0 0 0*"c 0 f 0.0 0 0 0 0 0 0c 0 7 Wrrbnsa J North 20.4 0 0 0 0 0 0 0 gLass doors NEMW 39.4 64 2522 35 1379 0 0 c0 Coan9 EW 0.0 0 0 0 0 0 0 c0 SEG V 47.4 0 0 0 0 0 c"** 0 South 0.0 0 0 0 0 0 0 c"" 0 Horz 0.0 0 0 0 0 0 0 q 0 8 Other doors a 11A 18.9 127 0 0 0 0 0 0 0 0 0 c 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 9 Nat a 14B 4.6 21 250 1150 514 165 75B 339 0 0 0 0 0 eqosed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 Vk& and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 161) 1.7 22 272 461 605 234 397 521 83 140 184 61 103 135 b 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 d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 815 0 21 544 0 0 0 0 0 0 NoL-: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 perineer c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.3 82 64 1876 528 36 1025 289 0 0 0 c 0 0 13 Subk3dbss=6+8.+11+12 6708 4019 140 103 Less exlornalheabM 0 0 0 Less transfer 0 0 0 0 Heating mdslrbrfion 0 0 0 0 14 Dud loss 100/ 671 100/ 402 100 14 100 10 15 Total loss =13+14 7379 4421 154 113 16 A gains: Pec* @ 300 4 1200 1 300 0 0 c- 0 Appl. @ 1200 0 0 0 0 0 0 c 0 17 Snblot RSH gain=7+8. +12+16 5369 2827 184 135 Less a darrd 000rng 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 10% 537 100/ 283 100 18 100 13 19 Total RSH gairt=(17+18)"PLF 1AO 59M 1.00 3110 1.00 2M 1.00 148 20 Air required (dm) 225 253 135 138 5 9 31 PfinW certified by ACCA to meet all requirermnts of Manual J 7th Ed. le& wrrfgF tsofr Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\ Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7124/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J:'In to. Namedroan UTILITY ROOM BEDROOM 2 BEDROOM 3 B®ROOM4TIvv"" U"L 01LercJtlndexpoeedvla7.0 ft 28.5 ft 13.0 ft 10.5 ft 1esias 7.0x 10.5ft 18.0x 11.0ft 120x 120ft 11.5x 12.0 ft Ceihngs Condit. Option 9.5 ft heaftol 9.5 ft heakod 9.5 ft Iheatbod 9.5 ft heattod TYPE OF CST HTM Area Load (Bl h) Area Load (Btih) Area Laid (Btih) Area Load W) EXPOSURE NO. HtgI Clg M Htg Clg m Htg I Clg M Htg I Clg M Htg Clg 5 Gross a 148 4.6 2.1 0 100 124 loc Epoaed b 12C 2.9 1.9 0 0 0 vvalls and c 13C 3.2 1.2 67 171 0 partitions d 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Wrdan6 end a 1 C 37.0 0 0 15 554 15 554 1 554 gLess doors b 8C 37.0 0 0 0 0 0 0 c 0 Fi tri9 c 9C 38.7 0 0 0 0 0 0c 0 d 0.0 0 0 0 0 0 0c 0 e 0.0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0c 0 7 Wind. and North 20.4 0 0 1 27 1 27 1 27 gletssdoors NEMW 39.4 0 0 0 0 0 0 0 Ccotirg ENV 0.0 0 0 0 0 0 0 c0 SESW 47.4 0 0 14 648 14 648 14 648 South 0.0 0 0 0 0 0 0 0 Horz 0.0 0'" 0 0 0 0 0 0 8 Other doors a 11A 18.9 127 18 340 229 0 0 0 0 0 0 0 0 b 11A 18.9 127 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 9 Net a 14B 4.6 2.1 0 0 0 85 392 175 109 500 zn 8E 391 175 epcsed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 vvale and c 13C 3.2 1.2 49 154 57 171 539 200 0 0 0 c 0 0 Partitions d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 74 125 164 198 336 441 19 244 ml 13E 234 307 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 11 Floors a 22A 25.9 0.0 7 181 0 29 739 0 13 337 0 11 272 0 Nol: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 perineter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is dispL d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 121 Infiltration a 29.3 82 18 SE 148 15 440 124 15 440 124 15 440 124 13 Subk)W bss=6+8_+11+12 1328 Z09 2 5 1891 Less exhErnal heating 0 0 0 0 Less transfer 0 0 0 0 Flea"mdstribution 0 0 0 0 14 Dud loss 100/1 133 109/ 300 100 208 10° 189 15 Total bss =13+14 1461 3299 16 Int. gains People @ 300 0 0 0 0 0 0 0"" 0 Appl. @ 1200 1 600 0 0 0 0 c"" 0 17 J)U RSH gawF7+8. +12+16 1199 1614 1343 1280 Less a dernel cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling red6bbution 0 0 0 0 18 Dud gain 109/ 120 10% 161 10 134 109 1 19 Total RSH g kF=(17+18)"PLF 1.00 1319 1.00 1776 100 1477 1.00 1408 20 Air required (din) 45 59 101 79 70 66 63 63 Printout certified by ACCA to meet all mquimments of Manual J 7th Ed. e wr gtitsoft Right -Suite ResidentialTM 5.5.06 RSR26013 2002-Jul-24 17:30:35 EAFiles\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 3 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7124102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J:'71 m NanecfmanMASTER BATHTNv"" UpL Lerlgtl dwo edvnel 23.0 ft Rnarrl drrersas 120 x 11.0 ft Ceiings Condit. Opfia1 9.5 ft i heaVoOd TYPE OF CST HT Area Load W) Arm Area Area EXFC)SURE NO. Htg Clg M Htg Clg Htg Clg Htg Clg Htg I Clg 5 Gross a 14B 4.6 2.1 219 Fused b 12C 2.9 1.9 0 waft and c 13C 3.2 1.2 0 partitions d 0.0 0.0 0 e 0.0 0.0 0 6 ftdx6ard a 1C 37.0 16 591 Igassdoorsb8C37.0 0 0 Heah19 c 9C 38.7 0 0 d 0.0 0 0 e 0.0 0 0 f 0.0 0 0 7 WiYbnsard North 20.4 0 0 glass doors NEWVV 39.4 16 630 Coofrlg EJW 0.0 0 0 SEESW 47.4 0 0 South 0.0 0 0 Ho¢ 0.0 0 0 8 Otherdoos a 11A 18.9 127 0 0 0 b 11A 18.9 127 0 0 0 c 0.0 0.0 0 0 0 9 Net a 146 4.6 2.1 293 933 417 eposed b 12C 2.9 1.9 0 0 0 vats and c 13C 3.2 12 0 0 0 partit- d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 10 Ceilings a 16D 1.7 2.2 132 224 294 b 0.0 0.0 0 0 0 c 0.0 0.0 0 0 0 d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 Nod: roan b 0.0 0.0 0 0 0 perrtnefer c 0.0 0.0 0 0 0 is displ. d 0.0 0.0 0 0 0 for slab a 0.0 0.0 0 0 0 floors) f 0.0 0.0 0 0 0 121 Infifration a 29.3 82 16 469 132 13 Sublotal bss=6+8_+11+12 2814 Less ad3nal Nag g 0 Less transfer 0 Heating redsWxrtion 0 14 Dud loss 10°/ 281 o 15 Tchal loss =13+14 3095 16 Int. gains: People @ 300 0 0 Appl. @ 1200 0 0 17 S-W RSH gairr-7+8..+12+16 1473 Less exlorrd 000frg 0 Less transfer 0 Coding red'istlbufidi 0 18 Duct gain 10°/ 147 19 Total RSH gah-F(17+18)'PLF 1.00 19D 20 Air required (din)••, 94 72 PrintoLlt certified by ACCA to meet all requirements of Manual J 7th Ed. e wrrrgl,ttsolFt Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 p` E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 4 i Il llt- • pllllllll lilfllll'Ip pIi III C 3' bath duct tc roof capwfan N T NE 696RNB 4' bath duct tw% roof, llghc p NU an NE 763RLNB SM2M 16 I _ 18, 4lwttl P0 w.r t91 GM R I1 idMl IOz6 SRctl I I lOzlO rag 80WO f77 6' 1Oz6 lwcd100DMma I M 6' 7- 3.0 TON v/IOKV e240V 1PH 18.13 pi- 4- dryer duct 24X14 RAO to roof cap platform by 9' bldr 14.6 1—d lISO a 1 I I p11 r i Y/>!IC I I I I I I I I Must have a hinimum clearance of 4'Inches around the air handler per the State Energy code. Alt duct has an r=6 insulation value. y O F, j v S v z m U) (lJ w 0 w \. U-) z 3 Q H W z az Y O Q!f O G v ,--I U Rating zz N m w •• .. > z J O D Q En CL J (n 0 0 Q National Evaluation Service, Inc. MoEMJ5203LeesburgPike, Suite 600, Falls Church, Virginia 22041-3401 INTERNATIONAL Phone:703/931-2187 Fax:703/931-6505 CODE COUNCIL,. website: www.nateval.org NATIONAL EVALUATION REPORT r:nnvriaht © 2001, National Evaluation Service, Inc. _ ro nro nnv rnnflicts FUNGICIDE TERMITICIDE, INSECTICIDE AND NISUS'CORPORATION 215 DUNAVANT DRIVE ROCKFORD, TENNESSEE 37853 800-264-0870 nisus(a)nisuscorp.com www.nisuscorp.com 1.0 SUBJECT BORA-CARE® Termiticide, Insecticide and Fungicide 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Protection Against Termites 3.0 DESCRIPTION BORA-CARE Termiticide is used to, provide protection against subterranean termites. BORA-CARE is a Federal EPA registered Termiticide that is applied to wood surfaces by spraying, brushing, and injections and prevents infestation of subterraneantermites. BORA-CARE kills the termites through ingestion. The active ingredient in BORA-CARE is Disodium Octoborate Tetrahydrate (DOT), which is a mixture of borax and boric acid. BORA-CARE utilizes a patented formulation of this mineral salt DOT) and glycols to penetrate and protect the wood. When BORA-CARE is applied to bare wood, it penetrates the wood and deposits DOT. Diffusion of BORA-CARE into the wood continues after application until there is uniform distribution of the active ingredient in the wood member. BORA-CARE is water soluble. When fresh wood with no sealants is treated with BORA-CARE, the borate penetrates completely through the wood member, therefore, the wood member is permitted to be cut after treatment is complete. 4.0 INSTALLATION 4.1 General BORA-CARE Termiticide is installed in accordance with the manufacturer's published installation instructions and this report. Applicators of BORA-CARE shall be trained by the Nisus Corporation and shall be licensed pest control operators. The manufacturer's. published installation instructions and this report shall be strictly adhered to and a copy of these instructions Qhall be available at all times on the job site during installation. Report No. NER-617 Issued October 1, 2001 The instructions witnin uus i cpuf t yuv, - - - between the manufacturer's published installation instructions and this report. 4.2 Application BORA-CARE is a concentrate that must be diluted with water before use. The dilution rate is one part water to one part BORA- CARE for all pretreatment applications. Prior to dilution, BORA- CARE is a thick viscous liquid similar in appearance to honey. When diluted and mixed, the solution has the same consistency as water. BORA-CARE is applied by spraying, brushing, and injection. BORA-CARE is not a restricted category pesticide, but shall be applied by a professional pest control operator in accordancewith local, state, or federal pest control regulations. BORA-CARE is clear and odorless. All wood surfaces shall be treated according to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of astructurecontainingacrawlspaceorbasementwhenthewoodcomesintocontactwiththefoundationwallsorsupportpiers. This treatment includes the joists, headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for a minimum of 20 minutes between applications. Pretreatment is performed at a point during the construction process when the greatest access to all wood members isavailable. Typically at the dried -in stage of construction when all structural wood and sheathing is in place yet prior to installation of insulation, mechanical systems, electrical wiring, and plumbing. 4.3 Protection from Water Since BORA-CARE is water soluble, treated wood shall be protected from rain and snow. For long term protection, exteriorsurfacesshallbecoatedwithawaterresistantpaintorstain. Interior surfaces exposed to repeated moisture contact, such as shower stalls, bath houses, etc. shall be protected by a water resistant paint or stain. ion this rt. No This report ttests weree he specif bytheNational Evaluation Sd dataandtestervice, ceortss bm tNES)tedyand the applicant specifically d oes tnot make any warranty, either independent or' merchantabiolity. Th sd eporort Is also subjecttothis the Pmitation I sled here uctcovered by this report. This disclaimer includes, but is not limited to, Page 1 of 2 Report No. NER-617 Page 2 of 2 5.0 IDENTIFICATION Each container of BORA-CARE® Termiticide, Insecticide and Fungicide covered by this report shall be labeled with the manufacturer's name/and or trademark and this National Evaluation Service evaluation report number, NER-617 for field identification. 6.0 EVIDENCE SUBMITTED t 6.1 Manufacturer's descriptive literature, specifications, and installation instructions. 6.2 Test report, lab test of BORA-CARE treated wood and untreated wood exposed to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/WP/1504, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 BORA-CARE shall be applied by applicators trained by the Nisus Corporation and shall be licensed pest control operators. 7.3 BORA-CARE shall be installed in accordance with the manufacturer's published installation instructions and this report. 7.4 In areas where a soil treatment/barrier termiticide treatment is required by the applicable code or local code official, BORA-CARE is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7.5 BORA-CARE was evaluated only for resistance to subterranean termites. 6.3 Test report, lab test of oral toxicity of BORA-CARE 7.6 BORA-CARE is water soluble and shall be protected asagainstFormosanSubterraneanTermiteandEastern Subterranean Termite, Ft. Lauderdale Research & noted in Section 4.3 above. Education Center, IFAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su. 7'7 BORresistance termites as not been evaluated as a treatment for on LVL products. 6.4 Test report, January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 This report is subject to re-examination a periodic the subterranean termite feeding and tubing near basis. For information on the current status of this Gulfport, Mississippi, comparison of treated and Evaluation Report, consult the NES Product Evaluation untreated wood floor joist, Mississippi State University Listing or contact the NES. Forest Products Laboratory, Terry L. Amburgey. 6.5 Test report, January 1998 Progress Report, 73 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.6 Test report, January 2001 Progress Report, 110 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.7 Test report on efficacy of BORA-CARE applied to OSB, plywood, pressure treated wood and FRTW, June 12, 2000, Mississippi State University Forest Products Laboratory, Dr. Terry L. Amburgey and MS. S.V. Parikh. 7.0 CONDITIONS OF USE The National Evaluation Service Committee finds that the BORA- CARE® Termiticide, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 2000 International Building Code© with 2001 Supplement, the 2000 International Residential Code© with 2001 Supplement, the BOCA National Building Code/1999, the 1999 Standard Building Code©, the 1997 Uniform Building Code"', and the 1998 International One- and Two- Family Dwelling Code subject to the following conditions: SHIM AS REO'D ONE BY WOOD SEE NOTES) - BUCK BY OTHERS BUCK WIDTH 1 1/4" MIN. ONE BY WOOD INSTALLATION ANCHOR EMBEDMENT 3/16• DIM. TAPCON — SHIM AS REO'DBUCKBYOTHERS3/16SHO1/4• SHIM FLANGE TYPE SPACE MAX (SEE NOTES) CAULK BETWEEN WINDOW CAULK BETWEEN WINDOW FRAME FLANGE k W000 BUCK WOOD BUCK ..& JAMB CONCRETE MASONRYOPENINGCCONCRETE OR BY OTHERS - OR MASONRY MASONRY OPENING OPENING I BY BY OTHERS OTHERS4— INSTALLAMON EXTERIOR d 1 1/4• MIN. ANCHOR FINISH EMBEDMENT J/16• CIA BY OTHERS Q TAPCON SHOWN PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK h PERIMETER CAULK WINDOW WON MAS'Y OPENING BY OTHERS 1/4• SHIM BY OTHERS SPACE MAX - EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLANG FINISH FLANGE T'PE SECTION..2 WOOD' BUCK BY 07HERS WINDOW FRAME HEADER WINDOW WTH. EXgHL4B A B C WNDOHEIGHT HEIGHT HEIGHTD E FLANGE TYPE SILL STOOL J / K 2 WINDOW FRAME BY OTHERS SILL WINDOW PERIMETER CAULK HGT. F - G BY OTHERS H I d 4 CAULK BETWEEN WINDOW FLANGE PRECAST SILL WITH VULKEM PRECASR SILL 116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL FNFRAL NDTFS: SECTION 1 1) SHM AS REO'0. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHBI STACK M BE 1/4% 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULKOR APPROVED EQUAL 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK. AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ALSTM E1300 CLASS C4AM. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUFIEO. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING GLASS SINGLE HUNG SERIES. 1, ELEVATION VIEWED FROM EXTERIOR CM, iTr' BtALry F-LLO'.1 DA- fly.0.JLF. a.j L 19,!\ CJFkC t1LLJ.a 1[i.BS:C+i, r,- NER^ AL UdW U/`-9 N B GFi p R PTT.F 4i- - COMPARATIVE ANALYSIS AT10N CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WIDTH/ HEIGHT EXTERIOR INTERIOR HEAD JAMBS 12 19 1/6 x 26 99 99 B F,U 13 12 1/6 X 38 3/1 78 75 B F.G 14 19 1/6 % 50 3/1 59 59 B F.6 14+4 19 1/6 X 54 I&A 54 54 B F.G 14+5 19 I/B X 55 5/1 52 52 B F.G 15 19 to X 53 45 45 B F.G 16 19 t X 72 40 40 0 F.G lH2 25 t/2 x B 1H3 26 1/2 X 36 3/1 51 51 B F,G 1H4 25 1/2 % 50 9/1 44 44 B F,G 1H414 26 1/2 X 54 8/5 42 42 B F,G 1 N4+ 5 26 1/2 % 55 8/6 N N B F,G 1H5 26 1/2 X 63 40 40 B F,G 1H6 261 z 72 40 40 A F.G 3OX2 30 1/2 z 25 56 56 B F,G 3OX3 30 1/2 X 36 3/5 44 44 B F•G 30" 30 ,/ 2 X 50 AA 40 40 B F,G 3OX4+4 30 i/2 % 54 6/9 40 40 B F,G 30X4+5 30 1/2 X 55 &/6 40 40 B F.G 3OX5 3OX6 30 1/2 X 63 40 40 40 B - F,G FC I22 x 8 51 1 B F.G 23 37 X 38 3/8 40 40 B F,G 24 37 % 50 6/6 40 40 B F•G 2444 37 X 54 6/e 40 40 B F,G - 24+5 37 X 55 3A 40 40 B F,G 25 37 X 53 40 40 B F.G.H,1 6 37 X 72 40 40 F G 4826 48 X 25 45 46 B F,G 4838 46 X 38 3/5 40 40 B F,G 4850 48 X 50 3/8 40 40 8 F,G 484+4 46 X 54 SA 40 40 B F,C,H.1 484+5 48 X 55 &A 40 40 B F,G,HJ 4883 48 X 53 40 40 B F,G,H.1 32 53 i/e x 25 45 45 B F.G 7] 53 1/6 X 35 3A 40 40 B F.G L 53 t/6 X 50 SA 40 40 8 F,G,H.L 344i 33 1/1 X 54 6/0 40 40 B F.G,H,1 34+5 53 t/6 X 55 6/e 40 40 B F.G,K. 35 53 1/6 X 63 40 40 B F,G,H,I 38 53 t X 72 40 40 B. F C H 1 BDlE 1) WHERE WATER RESISTANCE 0 P REOUIREMD4TWA OF 15XTES OF DESIGN LOAD APPLIES, POSITIVE DUAD1 LOADS WILLBEUNITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST- 2) INSTALLATION: FLANGE FRAME WINDOW W CONCRETE OR MASONRY OPENING USE 3/10. DIA TAPOON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4• EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY M TAPCON LOCATIONS. 4) INSTALL / B SCREWS OF SUFFICIENT LENGTH TO PROIDE 3/4• MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY MPUED INSTALLATION HOLFS 5) IF EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'0. 1001 V. Cmby Rd, Cglyd$ , TESk x 1y61du1WapfIDOP1101 ASSEMBLY DRAWING SERIES 1440/ 1540 ML SINGLE HUNG WINDOW BB N A OZ G- C%L DATE sYw 1EM90N Br E. 10 26/Ol B PGEN-0012 PREPARED BY: PROOUCT TECHNOLOGY CORP., 250 INTERNATIONAL PK- S1RTE 250. HEATNROw. FLORM 32745 PNOVE 407 505-0.165 FAX 407 603-0366 CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD — BUCK BY OTHERS CAULK BETWEENWINDOWFLANGE WOOD BUCK BY OTHERS / PERIMETER CAULK J BY OTHERS GLAZING WINDOW HEIGHT EXTERIOR i PERIMETER CAULK i BY OTHERS I INSTALLATION ANCHOR. 3/16' Du. TAPCON BUCK WIDTH MAX. SHIM SPACE CONCRETE OR MASONRY OPENING SHIM AS REO'D SEE NOTES) L I-1, AIN. EMBEDMENT BY OTHERS I SHIM AS REOD. SEE NOTES) FLANGE TYPE WINDOW FRAMECAULK JAMB BETWEEN WOOD w000 BUCK & Q MAS'Y OPENING BY OTHERS GLAZING U 1-1/4 MIN. EMBEDMENT i/4' MAX. SHIM. SPACE EXTERIOR INSTALLATION ANCHOR 0 3/16- DIA. TAPCON ONE.BY WOOD BUCK BY OTHERS CAULK BETWEEN PERIMETER CAULK VANDOW FLANGE By OTHERS WOOD SUCK CONCRETE WINDOW WIDTH OR MASONRY OPENING FLANGE TYPE BY OTHERS wlrvDOw FRAME SECTION 2 STUCCO an COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE (INCHES) CAPACITY IN PSF LOCATIONS WIDTH/HEIGHT . EXTERIOR INTERIOR HEAD JAMBS t 2 X 60 40 58 O.E F.G 12. x 72 a0 56 C D.E F.G 16 x 16 40 106 C H.I 24 x 16 40 69 A..B Hl 24 x 24 40 - 55 A. F.G 24 X 30 40 45 A.B F.G 24 X 16 40 A. F.G 2< x 48 40 00 A.B O.E F,G 24 x 60 40 40 A.S D.EF.G 24 x 72 40 40' A.B D.E.F 32 x 48 40 40 A.B D.EF.G 36 x 24 40 0 A'8 D.E.F.G 36 X 48 40 40 A.e O.E F,G x 72 4D 40 A.8 O.E F.G 6e x 24 40 40 A•8 D.EF.G 48 X 48 a0 a0 A.B D.E F,G 48 x 60 40 40 AB D.EF.G 64 X 24 40 40 A'8 F.G 72 x 38 40 40 AA.BBB F.G 72 x 60 40 40 A: O.EF.G 73 X 16 40 - 40 A.B H1 HEADER BY OTHERS CENTRAL FLORIDA B. ®. A. F. BUCK WINDOW WTH HEIGHT WTH MANUFACTURER NAME: FLANGE TYPE WINDOW FRAME SILL JeRPL- Jr%I NUrl MASTER FILEGNRANOTES: MAS 1 ER Fll E# eL A C 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. D E 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. . 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT 2 MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN WINDOW LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TES7. H 8) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA. HGT. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCA71ONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. _ 10) INSTALL #8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4 MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES, IF FACTORY APPLIED HC_ES ARE NOT PRESViT. y8 SCREWS SHOULD BE PLACED AT MAX. 6' FROM CORNERS & MAX. 24' O.C. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTII, LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'O, 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES T THE 1550 SERIES. F G MARBLE SILL STOOL BY OTHERS PRE -CAST SILL CAULK BE7WEEN WINDOW FLANGE By OTHERS & PRECAST SILL WITR WLKEM 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR 1_21Z-9L I DATE I SYM REvISION 1D01 N. CTasby R6. • Comillm TX 75006 • P.O. Box 819022 • D flas. TX 1fl., INSTALLATION.E•ETAIL SERIES 1450/1550 F_ANCE PW Bc.. SHEATHING BY OTHERS 18 INSTALATION ANCHOR CREW SHOWN (TYP.) EXTERIOR—\ FINISHBYOTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME HEADER EXTERIOR FIN TYPE - 1NNDOWFRAME SILL CAULK BETWEEN FIN SHEATING SHIM AS REO'O. SEE NOTES) I" MIN. EMBEDMENT BY FIN TYPEWINDOW FRAME I( JAMB OTHERS1 11/1 SHIM AS REO'D. SEE NOTES) N8 INSTALATION ANCHOR SCREW SHOWN (TYP.) 2 X WOOD BY OTHERS CAULY 'FTWEEN SHEt 3 & FIN 6Y 0'.._RS 1" MIN. EMBEDMENT l SHEATHING BY OTHERS x4NDOw WIDTH EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH.-+y _ ANCHOR (TYP.) O O O O O SILL STOOL ° , ° 2 BY OTHERS 24' O.C. MAX. (TYP.) 0 0 WINDOW EQUALLY SPACE ANCHOR $ (IYP.) HGT> ° ° O / O PERIMETER CAULK - 0B7OTHERSSHIMAS ES) SEE NOTES) o o O. o O 6" MAX. (TYP.) INSCREWINSTALATION 2 X WOOD ANCHOR SHOWN BY OTHERS TYP.) jL 6" MAX. (TYP.) CAULK BETWEEN WINDOW FIN & ELEVATION EXTERIOR SHEATHING I' MIN- VIEWED FROM EXTERIOR, BY OTHERS EMFINISHBEDMENT SHEATHING SECTION 1 BY OTHERS i—N R,aI A-tUM nLuM-- - MASTER FELE # COMPARATIVE ANALYSIS & ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF 88 SCREWS NO. OF 0.090 DIA. NAILS SRE (INCHES) CAPACITY IN PSF REO'D. IN FRAME REO'D. IN FRAME W40TH/HEIGHT EXTERIOR INTERIOR HEAD SILL 0-EA. JAMB I HEAD I SILL O EA. JAMB 16 X 30 109 109 2 2 2 2 2 3 t6 X 40 83 83 2 2 3 2 2 3 16 X 50 63 63 2 2 3 2 2 3 16 X 6 2 3 20 X 30 86 86 2 2 2 2 2 20 X 4073 73 2 2 3 2 2 4 20 X 50 59 59 2 2 3 2 2 4 20 X 60 48 48 2 2 3 2 2 4 18 X 30 57 57 2 2 28 % 40 52 52 2 2 3 2 2 3 28 1 50 6 46 2 2 3 2 2 4 X60 1 4a 2 2 3 2 2 1 4 30 X 30 52 51 2 2 2 2 2 2 30 X 40 49 49 2 2 3 2 2 3 30 X 50 43 43 2 2 3 2 2 4 30 X 60 40 40 2 2 3 2 2 4 38 x 30 41 1 2 1 38 X 40 40 40 3 3 3 3 3 3 JB % 50 40 40 3 3 3 3 3 4 Is % 40 4 33 3 3 5 4D X 30 40 40. 3 2 40 X 40 40 40 3 3 3 3 3 3 40 % 50 40 40 3 3 3 3 3 4 40 X 60 a 4 3 3 3 3 3 5 53 ,7 4 4 4 4 1). SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063, 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND .EXTERIOR OF WINDOW FLANGE. 5)- GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. 6) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN WIL LLL BE LIMITED TO 40.0 PSF DUE 10 WATER TEST PRESSURE OF CO PSF ACHIEVED IN TEST. 7)' INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENNG WITH TWO BY WOOD STUDS. USING 0,090 IN. DIA NAILS OR /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I' EMBEDMENT INTO SUBSTRATE. 8) 11 EXACT WINDDW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR DUANTITY LISTED WITH NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASSSINGLE HUNG SERIES. I W1 K. GosbT Rd. • LortdBon, TX 75006 • P.O. Box 619022.Odlas. 1X 75 ox... w oczouvTrol. I ASSEMBLY DRAWING SERIES 1140/1940 TEL SINGLE HUNG WINDOW 68 N/A o. rt o<.wea B ByECN co. w 1t/ 05/Ot B GEN-0013 1" MIN. rWINDOW 11111 I/+• MAX. SHEATHING EMBEDMENT 2 x Br NIN SPACE BY OTHERS BY OTHCRSROOD SHIM AS RED'. 2 X WOODIBYOTHERS CAULK HE MIND FIN FIN TYPE WINDOW IX( AD INSTALLATION FRAME JAMB FINISExTEFINISH AN[HCR SCREV BY OTHERS I' MIN. SHIM AS RED-D. GLAZ1 ' EMBE DnENT PERIMETER CAULK SEE NOTES) Br OTHERS SHIM SPACE EXTERIOR PERIMETER CAULK FIN TYPE BY OTHERS WINDOW FRAME HEADER- XB INSTALIATj ON ANCHOR SCREV GLAZING — SEE NOTES) EXTERIOR FIN TYPE FRAME S11 PERIHETE BY OTHER EXTERIOR rims. BY OTHER CAULK BI IOm[R$ SECTION ISECTIONI COMPARATIVE ANALYSIS & ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF .0 SCREWS NCI. OF 0.099 DIA. NAILS SIZEINCHE SI CAPACITY IN PSF REQUIRED IN FRAME REDUIRED 1N FRAME WIDTH/ NEIGHT INTERIOR HEAD L SILL P EA JAMB HEAD L SILL B EA JAMB 20 a 30+0 2 2 22 2220X40.0 2 3 2 320X50+0 O a 0. 22 3 2 3 30 a 30+0 2 2 2 3 30 = 40;0 2 3 2 3 30 X So 30 . 60.00 22 3 2 0XJO+0 3 2. 0 3 3 X .0+0 3 3 3 0 X 50 0 X 60 D 1 AO 4040 33 3 3 5 314'0 0 0 3 3 3 0 0 EXTERIOR FINISMCAULK BEHIND FIN BY OTHERS jp'7NTY7ry gy Fy®MDA B•®.A.F. SECTION 2 SHEATHING BY OTHERS 7, XVgTACTVRER NAME; UER+4L AlA/ r/MiUl7 q WINDOW WINDOW WIDTH W.A. 71 ER FE[X HEIGHT 0 NO ESuWHERE WATER RESISTANCE TEST REQUIREMENT OF T57. Or DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 10.0 PSF DUE TO WATER TEST 2.' O.C. o PRESSURE OF 6.0 PSr ACHIEVED IN TEST. OPENING WITH TWO M WOOD2) INSTALLATION: FIN FRAME WINDOW IN WOODLENGTHSTUDSUSINGLBSCREWSOFSUFFICIENTLENGTH TO PROVIDE MIN l• EMBEDMENT MAX. <T rPJ INTO SUBSTRATE OR 0.099 IN, DlA NAILS. 0 2 3) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE OUANTITY LISTED VITH NEXT LARGER SIZE. SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM V INDOV EOUALLY SPACE - ANCHORS (TYP.) MAX. ALLOWABLE SHIM STACK TO BE ]/.'. 5) VINDOV FRAME MATERIALS ALUMINUM ALLOY 6063. HEIGHT 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL L JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR Or WINDOW FLANGE. SILL STOOL 81 GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM C1300 GLASS CHARTS. BY OTHERS SINGLE GLAZING IS SHOWN, INSULATING GLASS ALSO QUALIFIED. 9) GENERAL ALUMIN)MS 1100 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES To 1900 SERIES PICTURE WINDOW, SHIM AS REO'D. 6- MAX. (TYP.) 0 0 0 0 o I o 6- MAX. (TYP.) MAX. SHIM SPACE ELEVATIONZ>*B L INSTALLATION VIEWED FROM EXTERIOR ANCHOR SCREW M. CroT6T Rd. • Camtlbn, TX 75006 • P.O. BoX 819022 • D0Ba1, li 75381 2 X WOOD a•Iw 0cunn)IOA INSTALLATION DETAIL BY OTHERS SERIES 1100/1900 FIN PV CAULK BETWEEN - WOOD BUCK L MASDNRY OPENING BY OTHERS CAULK BETWEEN viN00v FLANGE L v00D BUCK CONCRETE OR MASONRY OPENING BY OTHERS r EXTERIOR FINISH - BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE - WINDOV FRAME MEA DER WINDOW EXTERIOR HEIGHT ONE BY WOOD BUCK BY OTHERS r—INSTALLATION ANCHOR3/16' DIA, TAPCDN F— SHIM AS REO'D I ,SEE NOTES) d 1-I/•' MIN. Q EMBEDMENT I 1/4- MAX. SHIM SPACE GLA21rL (TYP. SEE N9TES) BUCKHEIGHT SHIM AS REO'D SEE NOTES) FLANGE TYPE WINDOW FRAME SILLNE rGBKTHERSYPERIMETCRCAULK EI BY OTHERS 1/1' MAX. SHIM SPACE d d EXTERIOR FINISH BY OTHERS 4 4 CAULK BETWEEN WINDOW FLANGE L WOOD BUCK 1-1/4• MIN. EMBEDMENT CONCRETE IX2 INSTALLATION ANCHOR MASONRY OPENING 3/16' DIA. TAPCON By OTHERS CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS SECTION I NOTES: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063, - 3) USE LATEX.CAULK BEHIND WINDOW FLANGE AT HEAD. SILL @ JAMBS. a) USE LATEX CAULK FOR PERIMEIEP. SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY WARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 6) DESIGN PRESSURE CAPACITY OF VINDOV L INSTALLATION IS LIMITED TE AOD PSF. 7) FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONFY OPENING. USE 3/16' DIA. TAPCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4- EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS L 24' O.C. MAX. BETVEEN. R) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. 1T IS NOT INTENDED TO LI+IIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEM. CENTRAL FLOREDA B.O.A_E. MANUFACTURER NAME: Fn/ERA-L .4LlltfllyVH MASTER FU E # OW HT WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR BUCK VIDiM A 1/4' MAX. HIM SPACE SHIM AS REO'D 1-1/" MIN. SEE NOTES) EMBEDMENT FLANGE TYPE CAULK BETWEEN WINDOW FRAME WOOD BUCK L JAMB MA $'Y OPENING d BY OTHERS 0 INSTALLATION ANCHORFAAZ1NGtiTP. SEE NOTES) 3/16, DIA IAPCON ONE BY WOOD PERIMETER CAULK BUCK BY OTHERS BY OTHERS CAULK BETWEEN EXTERIOR FINISH WINDOW FLANGE BY OTHERS WOOD BUCK WIKDOV V101H CONCRETE OR MASONRY OPENING SECTION 2 BY OTHERS WINDOW HEIGHT 2 I + WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR 1001 W. Crosdy Rd.. C.Hal.. TX 75006 • P.O. BAX 819022 • Win, TX 75381 WAVIK DDT.... I INSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDOW f I w•w n c..o. Xr sc..c N/A ccro wrz -- 00255 Asc. n7_7i R OAT_ 1+REVISIDM Br I _cN _ 3/20102 B I GEN"' SHE A THING BY CTHER! CAULK Bi EXTERIOR F BY OTHERS PERIMETERCAULKBYOTHERS FIN TEEFRAMEHE GLAZING (T.. SEE NOTES FIN TEE - FRAME SILL PERIMETER CAULK J BY OTHERS / IS aISTALL ATTON J ANCHOR SCREW (7E.) EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN - SHEATHING BY OTHERS NOT:. 1j DESIGN PRE55URE CAPACITY OF WINDOW B INSTALLATION IS 40.0 PSF. Z) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING O.C99 IN. DIA NAILS. PLACE .099 NAILS 6' FROM BUILD DOWN CORNERS MAX. @ 8' O.C. MAX. BETWEEN. BY OTHERS 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING #0 SCREWS OF SUFFICIENT LENGTH TO_ S. PROVIDE MIN. 1 IN, FOMENT INTO SUBSTRATE. PLSCE SCREWS fi MAX. FROM CORNERS k iA' C.C. MAX. BETWEEN. SHIM AS REO'O. ADUACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4. W61NSTALLATION 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. ANCHOR SCREW (TE.) 6) USE LATEX CAULK 8EHINO WINDOW FIN AT HEAD. SILL k .IAMBS. 7) USE LATEX CAULK FOR PERIMETER SEZY .AROUNO EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE RECUIREMENTS OF ASTM E1300 SHIM AS REO'D. CLASS CHARTS.. SEE NOTES 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILDDOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE i/ A' MAX. STRUCTURE. SHIM SPACE 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 BE MANUFACTURED FROM THE 11°0/T90 SERIES DESIGNER FIXED PICTURE WINDOW 0FRAMING SYSTEM. CENTRAL - FLORID A B.0.A.F• MANUFACTURER NAME: F/ JERA-L 4 (I.M1n//IM MASTER FILE # o _ WINDOW WIDTH I S. T. SPAS TWO 81 FRAMING SHIM w5. REO'D. By OTHERS FIN TEE FRAME1' MiN EMBEDMENT T SIEAIwG By OTHERS GLAZING ( TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS EXTERIOR ' 8 INSTALLATION ANCHOR SCREW (TE.) WINDOW WDTHPERIMETER CAULK 8Y OTHERS SECTION 2 WINDOW WIDTH HEIGHT 0 0 0 0 0 0 0 0 0 0 0 0 l p / p WI WINDOW f p WINDOW HEIGHT HEIOtT p O / O rG T O2O O O O O O O o O O MAX. Stlu SPACE 1 SHIN AS REDO. - ELEVATIONSEE N0 E5 ELEVATION ' VIEWED FROM EXTERIOR VIEWED FROM EXTERIOR EMBEDMENT BY OTHERS - A 1001 W. GasN Rd. • CarreRlm, TT 750D6 • P.O. SaX aA ...IT - FIN INSTALLATION DIET SECTION 1 ,., DESIGNER' SERIES 1100/1900 PI acA ca; E EC,, r- CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHER CAULK BETWEEN WINDOW FLANGE & WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHER — EXTERIOR FINISH BY OTHER PERIMETER CAULK BY OTHER FLANGE TYPE HEADER FRAME w1IGDINHEIGHTT EXTERIOR FLANGE TYPE WINDOW FRAMESILL PERIMETER CAULK BY OTHER ONE BY WOOD BUCK By OTHER INSTALLATION ANCHOR BUCK WIDTH 1 1//< MIN. 3S1IM Du. TAPCON EMBEDMENT SHIM FLANGE TYPE 1/4 SHIMSPACEMAX. SHIM AS REO'D. SEE NOTES) Q NOSEENOTEES)S) WINDOW FRAME JAMB 0 CONCRETE OR a MASONRY OPENING By OTHER EMBEDMENT n 1 INSTALLATION ANCHOR 1- 3/16- CIA. TAPCON PERIMETER CAULK I a BY OTHERS CAULK BETWEEN 1/4- $HIM WOOBUCK & SPACE MAX. WINDOW WIDTH MASONRY OPENING BY OTHERS EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLANGE FINISHBYOTHER W'OOR-BUCK BUCKHEIGHT SECTION 2 ANCHOR (TYP.) H J K HI PRE CAST SILL D Q a - By OTHERS CAULK BETWEEN WINDOW FLANGE PRE CAST SILL WITH VULKEM SECTION 1 116. ADHESIVE CAULK OR SCHNEE MOREHEAD MO ADHESIVE SEALANT NOTES: DOCHW BIT t WINDOW I 1) SHIM AS REDO. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4" . 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL A) -APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS .OF ASTM E1300 CLASS CHART SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. 7) GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1580 SERIES MODIFIED SLIDER INSULATING GLASS. 8) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' CIA TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MIN.1-1/4 EMBEDMENT INTO SUBSTRATE A LOCATION SHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 10) INSTALL 0 8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN, EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE TAPCONS ARE REO'D. I,) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. ELEVATION VIEWED FROM EXTERIOR D F 1 G COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES) CAPACITY IN PSF REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 HA A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40 40 H,K A,G 36 x 12 40 85 H,K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 36 x 48 40 40 H,K A,G 36 x 55 40 40 H,K A,B,F,G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K A,B,F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A,B,F,G 72 x 12 40 70 H,K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B,F,G 72 X 48 40 40 H,K A,B,F,G 72 x 55 40 40 H,K A,B.C,D,F,G CENTRAL FLORIDA B. €). A. F. MANUFACTURER NAME: MASTER FR,E # g I DATE vw WD nAMf a, 3/20/02 ( GEN0027 IL—. 121.4 .SON 1") ........ I—) --- SHEATHING CAULK BETWEEN FIN * MA 2 X FRAMING BY OTHER & SHEATING BY OTHERS CAULK BETWEEN1MIN SHEATHING & FIN 9 SCREW :NSTALATION 'j .EMBEDMENT gHIM AS REO'D BY OTHERSANCHDR (TYP;) (SEE NOTES) 2 X FRAMING EXTERICR FINISH EY OTHERS BY OTHERS FIN TYPE WINDOW FRAME1"MIN. PERIMETER CAULK i/4 MAX. JAMBMBEDMENT BY OTHER SHIM SPACEp8 SCREW INSTALATION F;N TYPE a ANCHOR (TYP.) YCNDC:J$HIM A$ RE 0'0FRAMEHEADER ( SEE NOTES) WINDOW WIDTHTERIOR FINISH OTHERS WINDOW XTERIOR EIMCAULK HEIGHT BY OTHERS rXTERIOR FIN TYPE SECTION 2 WINDOW 6-MAX.(TYP), FRAME SILL EQUALLY SPACE 6" MAX.(TYP) ANCHORS (TYP. 0 HEAD, SILL, SILL STOOL &JAMBS) BY OTHER PERIMETER CAULK 1/4 MAX. BY OTHER SHIM SPACE p 8 E,:REW - SHIM AS REO'D INST-,LATION ( SEE NOTES) WINDOW \ ANC- BY OTHERS x TER:OR OR (TYP.) HEIGHT \ \ 2 X FRAMING F:NIS- ev C HERS CAULK BETWEEN COMPARATIVE ANALYSIS & ANCHOR CUAFITITY CHART WINDOW SIZE DESIGN PRESSURE 8 SCREWS REO'D. 099 NAILS REO'D. INCHES CAPACITY 1N PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB I SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 1 40 40 2 3 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3. 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 5 I'AS WINDOW FIN & (" y p SHEATH7ING SHEATHING0LEF-.—L JCLI:'gS;LDA B.O.t1A.Fa BY C'HER 1" MIN. 0 10 0- EMBEDMENT SECTION 1 )diJFAC'' 1A GEt: ER<_ NOTES: 24` O.C. ANCHOR ( TYP.), r >• N AL U^w 1) S.-U AS P.EC'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD MAX.(TYP). I _ MASTER rpTT, jEw 8EARING SHIM MAX. ALLOWABLE SHIM STACY TO 2E 1/4'. >•3AS E a d • 2) Y6.]OW FRAME MATERIAL ALLOY 6063 WINDOW WIDHT 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. aJ USE LATEX CAULK FOR PERIMETER SEAL ARC'ND EXTERIOR OF WINDOW FRAME. 5) G--SS THICKNESS MAY VARY PER THE REOUI=F.M-NTS OF ASTM E1300 ELEVATION ` - .-. SI\GLE GLAZING IS SHOWN, INSULATING GLASS IS .ALSO QUALIFIED. - _ '• 5 r I IWI M tmq Ea•clReweA h. 75006 •F.O. b. e19Cft •De1m. I[ 75lAI 6) DR>MNG APPLIES TO INSTALLATION OF FIN FR— YAN_OW IN WOOD FRAME OPENING VIEWED FROM tXTER10R'- •,`•"F, WI-- TWO BY W000 STUDS USING 099 IN Du NA:_S ;; rtE SCREWS OF SUFFICIENT L LE`. G7H TO PROVIDE MIN. I- EMBEDMENT INTO SU2STRA'_. _ INSTALLATION- DRAWING W000 FRAME $TRUCTL•RE 7) N E\ACT LARGERSZ SIZE IS NOT LISTED IN CHART, :$E ANCHOR OUANTITY LISTED WITH SERIES IfgO /19g0 MODIFIED HORIZONTAL SLICER NE.- LARGER SIZE. Bj GE••E:AL P.L TU7 19'S IIBO SERIES HORIZONTAL '-DER ;c SHOWN, THIS PRINT ALSO / ORN C-0 SCALE AF=_.ES TO TrE 1980 INSULATING CLASS MCR120::: AL ..DER SERIES, N/ A a u• •101 —E. I DATE DRN rvUu9ER. oAl[ !. w n[Wmol el 03/ 11/02 I GEN-002? re..... ... .«.................. .... .... ne_. n..... r• ...-r ..n r.._w ..-..,..sl.• a-.x I.a.. !C]-C:4! r.. :bl: CC-^:N INSTALLATION MULLION ANCHOR ANCHOR MULLION ( TYP.) BRACKET ANCHOR BRACKET - CENT FLORIDA B.- MANUFACTURER NAME: DING No: GEN70452 GA P MULLION i l I DIE NO. 1445 i II I 14 I II I I II I I II I II I INSTALLATION ANCHOR TYP.) WINDOW — } I i I FRAME JAMB TER FILE # o ° TYP.) _ #8 SELF TAPPING SMS (TYP.) o SUBSTRATE MULLION DIE NO. 1445 SECTION A- A EXTERIOR I,. ELEVATION SEE NOTES a o # 2 & #3 v SECTION B-B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT HEAD 8c SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS LAREA, IN VERTICAL MULLION INSTALLATION DETAIL LUMINUM TUBE MULLION, DIE NO.1445 DRN: JS APRVD: - - - DATE: 3/17/OZ DWG N0- - - - SCALE: HALF MAIL: - - - - GEN-0452 PREPARED BC .PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATRROW. FLORIDA 32746 PRONE 407-805-0365 FAX 407-805-0366 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020039 12- Jan-2002 01-1201 C h rs GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-03W CA020122 FEB. 19; 2002 02-0217 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497. 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020123 FEB. 19, 2002 02-0217 r DWG NO: A — 0451 MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION NCHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET MULLION DIE NO. 1446 SECTION A -A I I MULLION DIE NO. 1446 II I II I f II II I I 0 v a a nnnrn . rr INSTALLATION ANCHOR TYP.) SEE NOTES a 2 & #3 4 _—— ' o v 1 — 7 /R i u M- kNUFACTURER N1'11ya ° ! J EXTERIOR ELEVATION - E6?AL ALVIItiul,40 MASTER FILE # 5- y NOTES: o37Ti' 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM COR P . SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4 MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD AREA: ---- DRN: JS APRVD: ---_ DATE:3 1,; FRAMING. WT/FT: — — — — SCALE: HALF MATL: - - - - DWC NO: GE" - v'__i PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY, HEATHRO'W. FLORIDA 3274-3 PHONE 407-805-0365 FAX 4C7-B.5-O3?9 STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'0'C INSTALLATI'GI ANCHOR SEE NOT ES) c8 SCREW CAULK BETWEEN DOOR. FLANGE TWO BY WOOD L SHEATHING BY OTHERS 1/4' MAX. SHIM SPACE 1-1/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD DOOR WIDTH j— SLIDING GLASS DOOR. FRAME JAMB TEMPERED GLASS T Y P.) PERIMETER — fU! CAULK BY TEMPERED OTHERS GLASS (TY PJ DOOR HEIGHTI.WyySECTIONB-B LaT4D SLIDING GLASS DCOP..FRLLSILL D 1 jr .- MAX. SHIM SPACE TWO BY WOOD L-I/8 nI N. BY OTHERS _ En?FOMENT INSTALL ATIGN ANC'r.CR SCREW TWG BY WOOD BY OTHERS CAUL( BETWEEN HOC STRI L. I SHEATHINGP SLIDING GLASS DOOR MOOK STRIP SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR RB SCREW CAULK. BETWEEN DOOR FLANGE L SHEATHING SHEATHING V OTHERS TEMPERED GLASS STUCCO <TYP_) OR SI ING BY OTHERS SLIDING GLASS DOOR INTERLOCK SHEATHING BY OTHERS STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL 1-I/8' MIK EMBEDMENT NOTES1) DOOR NATERIAL, ALUMINUM ALLOY 6"1 2) 98 IMSTALLATIIM SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. ENBED)ENT CIF 1-1/2 INTO WOOD. TAPCOM TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIK EMBEDMENT OF I-I/4• INTO MASONRY OR CONCRETE. O) INSTALLATION ANCHOR CHART ON SACK Gr MIS SHECT. USE SIL ICONIZED ACRYLIC CAULK SEMIND DOFLANGE AT HEAD 6 JAMBS. S) USE SIL ICCMIZED ACRYLIC CAULK FOR PE, ORNETCR SEAL AROUND EXTERIOR OF DOER.. 61 IF EXACT 0`[M SIZC IS HOT LISTCD IN AHCMDI CHART. USE ANCHOR OUANTITT LISTED WITH NEXT LARGER SIZE. rcR THE APPROPRIATE DESIGN PRESSURE REO'D. T) F `f R POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING. PLACE INSTALLATION ANCHORS. IN FRONT OF MOM STRIP AS SHOWK D) GLASS THICKNESS HAY VARY PER REWIRENEMTS OF ASTM C1000 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TENPERCD GLASS iH SINGLE GLA2ED OR IHSULAiI)G GLASS 01 JAHB / SILL CORNERS ARE TO SC SEALED WITH A SHALL JOINT MEAN SEALER. II) SHIN AS REO'O AT Ew SET OF INSTALLATION ANCHORS. NAx ALLOWABLE SHIM STACK TO BE 1/.•. 21 All E ALLAT10N ANCFCRS MUST SC MA DC C'CCORROSION RE SIS TANI NEL-A.IPRO - 131WHERE 'x• REPRESENTS RS MU 31 AND •O• REPRESENTS FIXED )AKl APPROVED C3NFIGURATICNS ARE AS LISTED ON ANCHOR CHART Ql SACK OF THIS SHEET. EXTERIOR E L Ey A T N .> NOT All C.f A-. -3- IG+i LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLATION EMBEDMENT I SECTTOMS •A -A'. •B-D' 6 MG01( STRIP 7ETAll APPLY TO INSTALLATION OF ALL.APPROVED t`` 4 1- 1/4' M!N. CONF"C.' CMS. 2 PANEL DOOR SHOWN 151 FLORIDA EXTRUDERS I. SERIES SL:OIK. GLASS DOCK TS SHOWN THIS PRINT ALSO APW :ES TO 2000 SERIES - 0 SOD SCRIES- G A A o LIBERALLY APPLY REVI DESCRIPTION DATE I INI P L PID A EXTRUDERS CAULKING ENDER SILL j IN.T . INC. SANFORD FL. DR SEi SILL 1N BED !NSTALLATICN ANC:.iOR OF C= NCRET_ 3/16. 9IA. TAPCGN TITLE: SLIDING CLASS DOER SECTION A - A U j INSTALLATION WIT'-i t8 SCREWS nTn DP. awN BY: 53 APPR JDWG Ft 2UJZIIATE: !c: ,lD; ISCALE: NT: LExDC2 EF NOMINAL DOOR SIZE AND CONFIGURATION DOOR SIZE QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB (QUANTITIES 1N EA. HOOK STRIP UP TO 14645PSF PSF TO 60 PSF 61 PSF 70 I70PSF UP TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF UP TO 45 PSF 46 PSF TO 60 PSF 61 PSF T 70 PSF 4068 XX, X, XO 5068 xx, X, xc 6068 XX. X, XO 8068 XX. X, XO xx. x. XO 48 x 80 60 X 80 72 X 80 96 x 80 120 X 80 6 6 8 10 12 6 6 8 10 ip 6 6 8 10 IP 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 4 4 4 4 4 4 4 4 4 4 a 4 4 4 4 10068 Soso Xx. x, x0 6080 xx- x, x0 Soso xx, Ox, x0 XX OX XO 60 X 96 72.x 96 96 x 96 120 X 96 6 8 10 6 8 t0 6 8 10 10 t0 10 10 10 10 10 10 10 10 10 10 5 5 5 5 5 5 5 5 5. 5 5 5 10080 50100 xx, Ox, x I60100Xx, X, X xx X x 60 X 120 72 X 120 96 X 120 6 8 in 6 8 6 8 i n 12 12 12 12 12 2 12 12 12 6 6 6 6 6 7 6 7 8 0 0 9068 XO 12068 Ox0 15068 Ox0 109 1/8 x 80 145 1/8 X 80 I1811/8 x .80 12, 14. I16-:. 12 14 16 12 14 16 8 8 8 8 8 8 8 8 8 4 4 4 4 a 4 4 4 4 9080 OX0 12080 OX0 15080 OX0 109 1/8 X 96 145 1/8 x .96 181 1/8 X, 96 12 14 1 6 12 l4 16 12 14 10 0 10 1 10 10 10 10 10 10 12 5 5 1 5 S. 5 1 7 5 5 8 90100 OXO 109 1/8 x 120 12 12 12 12 12 7 8 120100 Ox0 145 1/8 X 120 14 4 4 12 12 12 5 4 9068 XXX 106 5/8 X 80 12 ' 12 12 8 8 8 4 a 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 a 4 15068 xxx 178 5/8 X 80 8 8 8 a 4 5 5 9o80 xxx 106 5/8 x 96 12 12 12 10 10 10 5 5 5 12080 XXX 142 5/8 X 96 14 14 14 10 10 10 5I5 5, 5 Soso xXx 178 5/8 X 96 16 6 t6 0 10 10 6 7 8 90100 xxX 106 5/8 x 12Q 12 I 12 12 12 12 112 I 7 e XXX 142 5/8 X 120 4 e A 12 12 12 6 4 4 10066 Xx0 119 5/8 x 80 12 12 12 8 8 - 8 4 4 12068 OXXO 143 5/8 X 80 14 14 14 I 8 8 8 4 4 4 4 16068 XXO. 191 5/8 X 80 18 LE 18 8 8 8 4 10 to 10 5I I12080 xxp 143 5/8 X 961 14 14I 14 10 5 5 5 16080 Oxx 191 5/8 x 96 18 18 14 10 10 8 1o0100 DXXO 119 5/8 x 120 12 12 12 12 12 12 6 1201o0 OXXO I 143 5/8 X 120 I 14 I 14I I 12 I I I 7 I 8 160100 cxx 19I /e x 12a 1e 18 ls. 12 2 6 4 1 XXXX 12068 XXXX l 1/4 X h 1141 1/4 X 80 12 I 14 12 12 18 j I 4 4 I 4 4 1606E xxxx 185 1/4 x 80 16 16 16 8 8 4 10080 XXXX Ili 1/4 X 9b 12 l2 12 0 I12080xxxxlai1/4 x 96I l4I 14I 14 10 10 I !0 5 5 1605p xxx-x t89 1/4 x 96 16 16 6 10 10 i00100 xXxx lli 1/4 x 120 i2 12 12 i2 l2 5 7 8 120!G0 XXXX 14i 1/4 x 12oI t4I 14I 14I 12I 12 2 c 7 6CI 0 xxxx 189 1/4 x »0 T6 t° 12 NCH^ NCTES -- 1)_-_NINC- IJ/T'•.p Sf wE__ 3UCK IS_ SAME .!C-CR :T:__ FLORIDA EXTRUDERS INT. IN. SANFORD. 'FL. T"'L SLIDING GLASS DCGR INSTALLATION I.IjTri. "c SCREWS C I V I'_ N.T . 17 CONCPETE OR - SHIP AS P`-'C'^ MASC•NRr OPENING (SEE BY CTrERS CAULK BETVEEN ODOR FLANGE L VGO', SUCK CAULK BETVEEN PERIMETER L,DoD. BUCK L CAULK BY MAS"T, OPENING D IMERS 1 BY OTHERS STUCCO BY 7r:ERS 0 INSTALLATION ANCHOR a8 SCP.EV (TYP. WHERE — TA PCONS ARE NOT REO'DJ SLIDING GLASS DOOR FF.AME SILL INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR 8 SCREv (TYP. VHERE ONE BY WOOD TA'PCONS ARE NOT RED'D.) BUCK BY OTHERS 1 1/4' MIN. EMBEDMENT SLIDINGGLASS DOOR FRAMEJAMB p ' N I SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP. DOOR HEIGHT D EMBEDMENT A 1-1/4' MIK In A LIBERALLY APPLY CAULKING UNDER SILL A D D OR SET SILL IN BED INSTALLATION ANCHOR CF CONCRETE 3/16' DIA. TAPCON SECTION A -A TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS S.G.D. WIDTH I I-- 1/4' M4S. SHIM SPACE 1 1/4' MIN. EMEEDMENT a ONE BY WOOD Z.- I BUCK BY OTHERS CAULK BETWEEN d WOOD BUCK L MAS'Y. OPENING BY OTHERS SHIM AS REO'D. SEE NOTES) 4 INSTALLATION ANCHOR 3/16' DIA. 7APCON Q CAULK BETWEEN DOOR FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS CONCFEir- OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR ;7 CAULK BETWEEN 3/16' DIA TAPCON WOOD BUCK L MAS•Y. OPENING BY OTHERS SLIDING GLASS DOOR Q CAULK BETWEEN H130K STRIP HOOK STRIP L Q WOOD BUCK f 1-1/4' MIN. EMEEDME NT Q I G ONE By WOOD — BUCK BY 1HERS STUCCO BY OTHERS jk B.O.A.FATEMPERED GLASS JTYP.) SECTION B- I AC Ji R SU DI NG GLASS DOOR Y C`UQ F-S INTERLOCK RASTER FILE# S HOOK STRIP DETAIL N DOOR MATERIAL -ALUMINUM ALLY 6061 2) TAPCON TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVC MIX EMBCDNENT Or 1-1/4' INTO MASONRY OR CONCRE7C. 3) ALTERNATE IAPCON INSTALLATION ANEHORS FRONT TO BACK IN ALL FRAMC MEMBERS. 4) IMCON ANCHOR CHART ON BACK Or THIS SHEET. 5) USE SILICOIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JAMB 63 USE SILICON12CD ACRYLIC CAULK FOR PERIMCTER SEµAROUND EXTERIOR OF DOOR 7) IF EXACT DOOR SIZE 11 NOT LISTED IN ANCHORNCHCHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR TNE APPROPRIATE DESIGN PRESSURE REDO. BI FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION 70'FINISNED O°ENING PLACE T"CONS. IN FRONT OF Nm( 37RIP AS SHOWN. 91 GLASS THICKNESS MAT VARY PER RCOUIREMEN7S O' ASTN E1300 GLASS CHARTS. 10) µL FACTORY APPLIED HOLES HOT DESIGNATED FOR TAPCON ANCHOR SHOLA-D BE FILLED VITH XR SCREVS OF SUFFICIENT LENGTH TO PROVIDE MIN. 5/B' EMBEDMENT INTO WOOD BUCK. 11) DOOR —17 IS "PROVED USING TEMPERED (LASS IN SINGLE GLAZED OR IMStLATIHG GLASS. 12) UAH1 / SILL CORNERS ARE TO IC SEALED WITH A SMALL JOINT SEAM SEALER. 13) SHIM AS RED•D. AT EA SET CIF INSTALLATION µLATIONANCHOR- MAX ALLOWABLE SHIM STACK TO BE 1/4•. INN µL INST AIL AT ON ANCHORS MUST BC MADE OF CORROSION 4E S:S7-7 NM.CR1µS. 15) WHERE •X' REPRESENTS MOVING PANEL AND •O' REPRESCNTS FIXED PANEL APPROVED CW IGURw T IONS ME AS LISTCD ON AMC CHART ON BACK O TMIS SHEET. 16) NOT ALL CTbEIGURATIQNS LISTED ABOVE ME SHOWN ON THIS DRIVING, MOWEVCR INSTALLATION EXTERIOR ELEVATION SECTIONS •I •. •B-I- L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SHOWN CONE IGURATIDHS. 17) INSTALL ONE 7APCOM IN EACH PAIR OrFACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERVISE ON ANCHOR CHMT. SEE WK Or THIS SHEET. I., FLORIDA EXTRUDERS IDOO SERIES SLIDING GLASS DOOR IS SNOVN. THIS PRINT ALSO APPLIES TO LOW SERIES AND 500 SERIES. REVS DESCRIPTION DATE INI F L 0 P I D A INT.RINC.PS $ANFOP. D F TITLE: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS DP. AWN BY:BB APPIROVED BY: r r TAPCON ANCHOR. CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD a SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, OX, x0 48 X 80 3 3 3 4 4 4 3 3 4 5068 XX, Ox. XO 60 X 80 3 3 3 4 a 4 3 4 4 6068 XX, OX, X 72 X 80 4 4 4 4 4 4 3 4 5, 6068 XX, Ox. x0 96 X 80 5 5 5 4 4 4 3' 4 5 10062 XX, x XO 120 x 80 6 6 707) 4 4 4 3 4 5 5080 XX, OX, XO 60 X 96 3 3 3 5 5 5 4 5 6 6080 XX, OX, XO 72 X 96 4 4 4 5 5 5 4 5 6 I080xXnx. x0 120 X 96 6 r j 5 5 1 5 4 6 6 50100 XX, X, XO 60 X 120 3 3 3 6 6 6 5 6 7 60100 XX, OX. x 72 X 120 4 4 4 6 6 6 6 I 7 8 80100 xx. ox, X0 96 x 120 5 6 6 7 (Dl) 6 8 9 9068 OXO 109 1/8 X 80 5 6 4 4 4 3 4 5 12068 OXO 145 1/8 X 80 7 15 7D 92) 4 4 4 3 4 5 15068 OXO 181 1/8 X 80 6 10 (D2) 11 () 4 4, 4 3 4 5 9o80 OXO 109 1/8 X 96 12080 Ox 145 1/8 x 96 7 8 (D1 9'S 2).Y5ur:•': S 4 6 6 15080 OX 181 1/8 X 96 8 5 5 5 4. 6 6 90100 Ox0 IU) 1/8 X 120 5 5 6;::.. ti 6=. n81:;- DI) 6 8 10 120100 OXO 145 1/8 X 120 7 9( ) 10 ( ) 6 6 7 <D1) 6 8 10 9068 xxx 106 5/8 X 80 5-: •.,.- • 5. _...:_. 4 . 4 .:—_ A 3 4 5 12068 xxx 142 5/8 X 80 7 7 8 (DI) 4 = 4' 4 3 4 I 5 15068 xxx 178 5/8 X 80 8 1 4 "' 4 ' 4 3 4 5 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 X 96 7 8 (DI) 19 (D2) 5 5 5 4 6 6 15080 XXX 178 5/8 X 96 8 I 1 ( 3) 13 5 5 5 4 6 6 90100 xxx lUb Zi/8 X 220 5 6 6 6. j 6 8 10 o xxx 142 5/8 X 120 7 n in cn 6 6 7 6 I 8 I to 10068 OXXO 119 5/8 X 80 6 6 7 (DI) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 8 (DI) 4 4 4 3 4 I5 16068 OXXO 191 5/8 X 80 9 10 (61) 12 (D3) 4 4 4 3 4 5 10080 UXXU lb x '7b b 6 7 (DI) C b b 12080 xxO 143 5/8 X 56 7 8 (DI) 9 (D2) 5 5 15 4 I 6 I 6 16080 Xx0 191 5/8 X 96 9 1O 4 ) 5 5 5 4 6 6 100100 OXXO 119 5/8.X 120 6 7 (DI) 6 6 7 <Dll 6 8 10 120100 OXXO 143 5/8 X 120 7 19 (D2) I 10 (D3) 6 I 6 17 I 160100OXXO1915/8 X 120 10 <Dll 1-3(D4) 16 (D7) 6 6 DI) 6 8 10 2068 XXXX 1141 1/4 X 80 7 17 8 (D1) 4 I 14 I I 4 16068xxxxI891/4 x 80 9 (DI) 10 (D2> 12 (Da) 4 4 3 5 10080 xxxx 7 (Di) 5 4 6 12080 XXXX 141 1/4 X 96 11897!6080 I 8(D14) I I 15 I I I xxxx1/4 X 96 9 <Di) 11 (D2 ) 5 5 4 6 6 100100 XXXX 117 1/4 X 120 01) 6 6 DI) 6 8 l0 20100 xxxx 141 1/4 X 120 I7 I8 (Dll 160 (D3) 176 6 7 (D1) I6 I8 I10 I1601D0XXXX1^09 l/4 X 12D i0 (D2) 13 (D5) 15 (D7) 6 6 7 (ill 8 IO vv%/ rEB2 A A? ANCHOR NOTES: I) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'DI' THRU 'D7' DESIGNATES IN WHICH SIZE E CONFIGUREATIONS TWO TAPCONS ARE REO' D. 2) ' DI' MEANS, INSTALL TWO TAPCONS IN ONE SET. OF INSTALLATION HOLES. 3) ' D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) ' D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) ' D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) ' D5' MEANS, INSTALL TWO TAPCONS IN FIVE. SETS OF INSTALLATION HOLES. 7) ' D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) ' D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD B SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT'T INTERLOCK OR BUTT STILES IN HEAD 6 SILL. B: SECONDLY, AT EACH END OF HEAD SILL NEAP. JAMB CORNER, IF NEEDED. CO LOCATIONS IN HEAD B.SILL OTHER THAN AS LISTED IN A 6 B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAP. HEAD L SILL CORNERS. G LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A 8 B. F- IO f nEXTRUDERS F A INT. INC. SANFORD. FL. 1Q1C' SLIDING G'_ASS DOOR. TAPCON F,:e.SS CHART B3 v.ic. 0!/!4/02 C i V iL N.T.S. GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE' VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 F 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 44 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24.000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020036 HEATHROW, FLORIDA 32746 JAN. 11, 02 PHONE 407 805-03651 FAX 407 805-0366 01-1201 MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) WINDOW FRAME HEAD TYP.) INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS (TYP,) MULLION ANCHOR BRACKET. SEE NOTES. 2 & #3 D ° DWG NO: GEN-0453 INSTALLATION ANCHOR CTYPJ MULLION ° 1-7/8' DIE NO, 1447 R A PR bl B. 0• , . . D _ SUBSTRATE v ACTUREi R NAME: MULLION ° I- AL LiriLL DIE NO. 1447 D 1-7/8' v A'E'ER FME v SECTION B-B D v SECTION A -A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. ION TO SUBSTRATE WITH 3/16' DIA. AM 2) IN MASONRY CONSTRUCTION, ATTACH MULL CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 3 OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT 'IN SECTION B-B IS TYP, AT JAMBS. GENERAL ALUMINUM CORP. CARR LLT N, TEXAS TITLE' FIN H RIZONAL MULLION INSTALLATION DETAIL . 1 e ._ ALUMINUM TUBE MULLION, DIE N. 1447 A DATE' EXTERIOR EEEVATI N s AREA, ---- DRW BB APRVD' 3 I7/O2 VT/PT' SCALE' MATL' DVG NO'GHALF ---- EN-0453 PVC 32716 PHONE 07-805-0365 FAX s07-803-0366powkk. ilV PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY., HEATHROW, FLORIDA GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM MULL SPAN> WOW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020040 12Jan-2002 01-1201 i DWG NO: 4-0450 MULLI1 ANCH, BRACK WINDOW FRAME JAMB TYP.) STALLATION CHOR YP. ) 8 SELF TAPPING SMS (TYP,) IVIU LLI VI'I DIE NO. 1448 SECTION A- A MULLION ANCHOR BRACKET MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) SEE NOTES 2 & #3 a I o v - EXTERIOR ELEVATION MANUFACTURER N z. g-AL L- X/L I MASTER FEDNOTES: t tiy L 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG _AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON; TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAI_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8" MIN. EMBEDMENT INTO WOOD AREA: -___ ORN: JS APRVD: -_-_ OATE:3/17/"--2 FRAMING. WT FT: __ SCALE: HALF MATL: ---- DWG No: GEC:-C-=0 PREPARED Br PRODUCT TECHNOLOGY CORP., 250 iNTERNA'iCNAL PKWT, HEATHROw, FLORIDA 32746 PHONE +07-605-0365 FAX 407-?;5-C.ES go x GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 18.000 24.000 30.000 36.000 48.000 53.125 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 8054366 CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION FIN VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1448 P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 3.78 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 D 1. TESTED YN ACOORDkXAL WITH STML'fMD EUI MIND CODE, CHAPTER 17. TO A POSITIVE AND PELT I VE 37.5 PSF. 2, DASH NAeM REPRESENT VAR IOLS SECTION HEIGHTS. 3. FOUR SECTION 7' HI CH DOOR SHOWN 8' HI O4 DOORS HAVE FIVE SECTION 4. SECT ICH HEIGHT OF 20-812. 19.00 k 16.75 ARE AVAILABLE AND ANY BE USED IN CD-e1NATIO4 TO ACHIEVE VARICLS HE IG4T DOORS. 5. EA XMSK14T PATTERN OF 14.50 X 20.375 SOWN. ALTERNATE PATTEF315 OF 12.50 X 43.375 AND 12. 50 X 20. 375 MAY BE I - . 6. TORSION SPRINGS SHOWN. EXTENSION SPRINGS AVAILABLE. 7. LSE THIS BRACKET, REF. P/N 405964-0002. ON 8' HIGH DOORSONLY. PANEL 8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE SECTION SECTICN INMMIATELY BELOW THE TOP SECTION. 22'• XX 64'• WOOD JN.6WOODJAA9 CR EQUIVALENT P/N 405964-0001 1/4' TRACK BOLT 5/16 X 1 3/4• 5• REF LAG SCREW f _ SCALE: 1/8 WEATHERS,.•.. 3 1/6 SECTION "C-C" 2• X 6' JWOOD AN"9 2' x LJ WOOD JAA9 •D•!' SCALE: 1/2 CB EOUIVAOOD I 9. THE STRUT PLACD,ENT ON COORS CONSTRUCTED WITH 5 OR MIRE SECTIONS MST BE D\ - una CCSISTENT WITH THE DOOR SHOLw. THE STRUTS FOR ADDII.,4OAL INTE 3TER FILE A REY P 8 REY P SECTIONS ARE TO BE PLACED AS SHOWN ON THE THIRD SECTION. 1 REY P TO. THE STRUT PLACEAEN7 DIMENSION ON ALL SECTICS LESS THAN 20.812• MI7 BE - REDL.CED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT k 20.812'. ® 11. SCREW P/N 605911-0001 IS A 114- DIA X 5/8" LONG TYPE AB HEX HEAD METAL SCREW 12. POST TO BE INSTALLED ONLY WHEN HIGH WIND WARNINGS ISSUED. 13. STRUT PLAC MNTS CAN VARY r3-. 14. O woI I FOR LOCKS CAN BE 0. 1, CR 2. TRACX 968 END HINGE 2.093 - A 000 I II II VIEW •D-D' 1/8• DS13 2' TRACK 9 THK (VERY ICALI ROLLER FIXTURE DETAIL •F' OPTIONAL WINDOW ,DETAIL SCALE:3/32 t ......... SPRING ANCHOR T TOPOCNLY- FERACKET IZONTAL TRAIX b CQI4TMMLANCE F405964-0002 I - ONAL SPLICE IN ZONTAL TRACK AT 407605-0004 'G' ® •G" OF RADIUS 4TYP04 2 PLCS40<H2B-0003 D' TYP 2 PLCS 407605-0003 TYP 2 PLCS 404628-0003 TYP 2 PLCS 18.50002 a 400650-0001 11 TYP13 PLACES HELwi.. ... _. ._. ..----.-'_ 4076.05-0002 _- mNa tr- 'PLCS 046450- 0003 404825-0003 TYP, 2 PLCS 5. 00 36.00 .. E STANDARD TRACK DETAIL FOR 16' 405771-0001 P/N 404828- 0003 SCALE: 1/16• 1• 16'-0' MAX. WIDTH - SERIES 280 TiRIJ 289 ARE EOCJIVALE]VT CCNSTRLCT/CYV 250A STEEL SCALE: 1/18'=T• INTERIOR ELEVATION SERIES 180 ARE. S44C CCASTRLCT ION AS SERIES 280 ONLY 24CA STEEL AAC & V GIPS DOOR TESTED WAS 281 SERIES. DOOR w1pni CENTER ST fIE END STILE STRUTS/SECT. ROLLER DTI &T F I Nw ' c6JP£R i) 16' 3 SINGLE I YES 1 HSO2' X 7/16• Ot9• 100 STD.. 409327- 0001 nt ww .oAw roowlor n.wWlla. a" nYs .w pm • K ws•In s ..s... ml m.a.r,a .. ..K:. nY•Mw AM ,i wm P telltfR 1a1 001 @M K Wal r1.i 4 1•A ©OIT. Aq w ,a olma®a m rwilolu• MNe wo®,am• waaR e• uTo O•• Tti. O:O.fN ®. mYY,IU,p Mg1YP • • Q• ll Q. Al M ,.(. ' SCALE: 1/4 IT6• WIDE) SEE NOTE4 CENTER. STILE P/N 408680-0004.5.6 a2 3PLCS) r 407603-0001 STRUT TOP FIXTUREI D HINGE w 401199- 0001 TYP 2 404828fO000003 TYP 2 PLCS, 1 7/8' THK_ A' SECTION ' A -A' SCALE: 114 F' 061601- ODQD DES I GN .LOAD 25 PSF ± TEST LOAD JA2188® c7 S14DIR4) 37.5 PSF ± a, -01 MAX. HEIGHT 21.57® C• 12• ® llC Mom? 405771- 0002 404828-0003 SERIES 280 l 180 r..•.rr. M.YOLNL$ 01/13/98 REST 5TL DR.' 8'-Q' MAX wIDTH.IMINDL13AD N/A DAV I D. FAW 02/19/98 I=- 0- 409335 NONE EACH DAVID FAN 02/19/98 3. 8IHIiT 1, 4Y. 4 NO:EII 0575 I AN!}1012 W/ 4-5/16 X 1 3/4' 0 LAG SCREW 6.04 . 106 iFK. O ffUl 4.00--- .070 MIN I( PN 409328-0001 PLATE. HASA P/N 401199-0001. TOP FIXTILRE I AT Sortm P/N 114 0001 1 2 11 / 32 • }-- 091 MIN 0 0 3 9/16- O O o 0 0 2 7/16 PM l05771-XXXX BOT. FIXTLRE FOR i 80/28G/290/390 SERIES ATTAC-1 TO DOOR WITH 3 SCREWS P/N 605911-0001 0575 2 9/32 jREF -.070 MIN o. t DO00 STEM TT _ 3 3/16 O O O O O_Q O O O I ° F 6.00 7/1 P/N 407603-0001, CENTER HINGLE110oSTEELDOORS ATTACH TOI4SCREWSPN- WITH001 DOORSECTI j I 1 ° P/N 409331-0001 PLATE. FLOOR IHP LOCK 1 1/4-20 HIM N.IT I O 1 IDSECT . C.I ON 7' HIGHDOOR ELEVATION POST ASSY SHMIING FLOOR PLATE PN 409326-)O= POST ASSY, VERTICAL 2.765 T56 DIA 3.00- { .375 DIA P/N 608069-0001 PIN i/6 rrr• 25 -LENGTH =DOOR WIDTH 1 7/8 5//5 MIN TH< P/N 400650-XXXX, ROLLED HS-X STRUT PART IJ..I.gER MIN. THK STRUT 400650-0001 -030 HS-1 400650-0004 .020 1 HS-0 Ooo 2T1F RON O ) J 4 5(/8• 12 . 1 000 P/N061601-D000. SLIDE LOCK ASSY i l •----..I----.{-1 3/4' r-4 3t8' 7 3/4•---" 2 9/33 - H• Fes- 070 MIN+ 4 O O I t/2• O o L 2 S/8' a 108 MIN 108 MINA-- OOO 3 3-/16 0 P/N 405964 It 046450. BRAO(ET. SCAB P/N 405964-0002, BRACKET. SCAB JOINT fOO PART. NA6Eft 'L' P/ 407605-)OIXX, END. HINGE 405964-0001 O46450-0003 !' - RESID. STEELDOd2S 407605-OD02 .as SCAB BRACKET DETAILS 4°7605- M1. 407A03- DOO4 i.3535 ATTATO DOOR WITH ATTACH cR" E 1.80 C L C'L4 SCREWS P/N 605911-0001 L c " ° k Lr : L 4 --44. . 44, P/N 404828-0003 ROLLER ASSY, TR-1 TR-1 ROLLER LOAD: 50 LBS. MAX.. M.1S7- ROCIA HEAD . 6; 25 n- 1. 25 .187 s•.Tp 1- 2. 50.1 REF NG NJT O 0 0 G O 4. DO 25 I O FS7ST T 375 D I A 4 HOLES PIN 405379- 0001 LINO P/N 408876-0001 SLPPORT FLOOR PLATE 408794-0001, 2,3 TER STILE StD ON180 SERIES PIN408680-0004.5,E 2 NDT..REO: D ON-280 SER+F.S-_ - r605911- 0001 OR 805879-000iLSELF- DRILLING{'-j- • •'-r: / 'Is"• 1 SECTION ' G— G' . STEEL STRJTS 116' WIDEOOORS) 0- J _ramp r4"r. sas••lm a•sri®° aa1iOau'rnr,rrtooOmeswomo.eepana1msa' i1i " ena" mmrer"rraom"ayrer"axes u"ru*c'=r" sr • --aw'.`{5. ..-s"3grrvwr ar, rm I?Util OLNISU Ot/ WA D FIM 02/ sE0, FAw—a0214am u rrarac 1L4tXJLJ a MANUFACI ER T7'!) THERMA o TRU vL.AsSIO L7iAFT" 1/4S1h m &o SINGLE AND DOUBLE W/8 WYOUT SIDEUTES. UCA&ATED FoEROLAss DOOR W rm WOOD FRAMES. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR kQAMi-DARE COUNTY. 2. WOOD BUCKS HY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGN`_-D PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REOUIREMENTS FOR MIAMI-OADE COUNTY. 6. MW4..I-DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 7. SIDELfTES ARE AN OPRON AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. - - RESICommonDENTIAL Panel Fiberglass skin 0.127" minimum thickness, SMC Fy min. =6,000 psi Face sheets Sid lit : Fiberglass skin 0.070" minimum thickness, SMC) with yield strength Fy(min.)-6,000 psiCorede ;an, Polyurethane tyoom core, withl.9 ibs. density by BASF. i n: The panel skin is constructed IMm o 0.127" thk. sheet uno n9 compoun SMC). The interior cavity is filed with 1.9 Ibs density B4SF rK foam. The pond face sheetse glued to the wood stiles and ra4s. latch are hinge st7es are LVL or LSL the latch stile which is 1.42C x 4.09 s the latch reinforcement. The tap oW bottom rd_ are of a wood como le naleriad. b the double door opplicotion the inactive door a filled with on artnded alumim+m csfmgd of 6060-T6 allay. 0jpp: The frame js constructed from fm9er jointed pore 4-%6:. ode x 125 thick. The header is joined to the side jom6s wrTh ( / x 5 F'FH. Screws at each side. The threshold is joined to the side 2 9 x Z.5 PFH Screws at each side. The mufions ore secured a ' e opp5cotion r 6 x 2 brq PFH Wow mws (6) screws per each mullion. The urAs use an lnd meal 5.75" x 1.548'. SIKM Lip file - OA sizeur is21.6%' wide x 5&093 seced x 1.5 Lang To Screws. The (canes are sealed with sr1'cone caulking ( Dar 795) to side6te panel and to the 9krss Sidelife Gkzina: SMC Lip Lite with yield W-9th Fy(min.)=6.200 psi & PVC UP Lite with yield strength F ruin.)=2.145 psi - UL sze is 9.85 wide x 65.85 bqh secured w/(16) 18 x 1,75" 24ps Pan Head Scn, The from,, ore sealed with silicone coulkbg ( Dow 795) to side4ite pond and to the glass. Integral Flush Glazed - The sideRe sash face pone4s are molded to receive the hslAvled Gloss -The is attached to the sideite face sheets with silicone gkaig m'Amm ( ) TABLE Of CONTENTS _ J SHEET / DESCRIPTION It- 35.75" MAX. I PANEL WIDTH 5 YAX. OVERALL FRAME WIDTH --I x o 14. 869" 14.869" o Uj MAX. MAX D. L.O. D.L.O.. WIDTH WIDTH o> u, INA ACTIVE DETAIL A" SHEET 3 105. 5" MAX. OVERALL FRAME WIDTH MAX 36.625" MAX. 15.5 PANEL WIDTH FRAME WIDTH F-rW/ASTRAGAL t x 14. 869" o 14.869" MAX. R ULO. D.L.O. X WIDTH WIDTH In INACTIVE t SEE DETAIL SHEET 3 13. 9375 MAX. SIDELITE WIDTH 7. 125" MAX. D.L.O. WIDTH LIP LATE 7. 0 MAX. D.L.O. WIDTH INTEGRAL LIT J DOURI G W/SIDFI fTFS INSWING UNII Fw } ALL ELEVATIONS f-68.5" MAX. OVERALLE./ FRAME WIDTH 15.5" MAX. VIEWED FROM - FRAME WIDTH THE INTERIOR J zn. Z) U U 2 DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT IS NEEDED) UNIT TYPE WITH OUT SURFACE BOLTS WINDJAMBER It ASTRAGAL WITH SURFACE BOLTS WINDJAMBER It ASTRAGAL SINGLE 67.0 PSF - 67.0 PSF DOUBLE 47.0 PSF - 47.0 PSF 65.0 PSF - 65.0 PSF SINGLE & DOUBLE WITH SIDELITES 47. 0 PSF - 47.0 PSF j + 65.0 PSF - 65.0 PSF r aw t t w xp 14. 869" o MAX. D. L.O. WIDTH A t 13. 938" MAX. SIDEUTE WIDTH 7. 125" MAX. D.L.O. WIDTH LIP LITE 7. 0" MAX D.L.O. WIDTH INTERGRAL U1 O> N DoO Liu - I Qzon v3w` f' OW00 OO 00 C W Do a zv) Z Z o GZW wor- VV BUILDING ONSULTANTS. INC 813. 684.3831 srxc NTS vwc. Br: WLN a x. BY: RW S- 2164 i aF Z Zm W 1" MIN. GLASS THK_ Oi H U a X o Lu' INTERIOR in ONi T— h Z Y 0 0Zo 1.68" MIN. 0 0 0 PANEL THK. 0 O O SEE GLAZING DETAILS 8 SHEET 8) v 0 0 0 00 00 0 O 0 0 00 0_,0 j--- 2. 141 " --{ 1 7.691" I n a INSWING SIDELITE 31 BOTTOM BOOT 0.09" EXTRUDED AMYL WALL 813.684.3031 DATE: 1 1 /8/01 SOVF: NTS D.C. BY: WLN ONK. er: RW or ww NO.: S-2164 m 2 or 8 I EXTERIOR 2a FXTFRIQ LLJ 8 7 O 0.1 F- ()f NCD 6 6 29 0:0 OCpLLj29 tf p.: z Y IN R R 3O w 0 pO. O.'O O.. o o Q 0 .p .o _ 0 O 0 p' 53 ao w 0,0 45 Y SEE NOTE 3 d THIS SHEET OD _ Lu(p . Y INACTIVE SEE NOTE Z Y Z 48 1 do 2 48 Z z Y 28 THIS SHEET 3 A' 28 3 w DETAIL D w 1 to a OPTIONAL ADDITION OF SURFACE BOLT v a ASTRAGAL RETAINER BOLT 8.0" LG. TOP 1 IOR o z In do BOTTOM (2) BOLTS 18 gymATTOP & (2) AT BOTTOM y Zv oww 1 RI SECTION ockN m 3 ®ASTRAL L 2 4f ` i o 1.15" MIN. 15" MIN. 3 vU-i o EMB. C-SINK olsZ, EXTERIOR a v z 25" MAX. SHIMr' Z Y 3 m15" MIN. z C-SINK 1 7 8 FXTERIQ Y w a N'' w o n 29 12 -a w 72 _ ' 1 n 11 i^ Z v... O ¢ a 49 p po o p 0013oo !i ii ! iiiy O p w p. ... Oe Op 0 00O 00 0 0-. 0 V O O w o o N oINTERIOR C1 Z Y 4 36 12 n" 6 N J m 48 28 10 3 SEE NOTE Z 35 t 6 w 9 g SHT.4 3SESHNOTE w IT to < Lu 34 I,Nd161734INTERIOR INTERIOR 3 ® MULLION N 1. NOT THE SURFACE BOLTS ARE AN OPTION ON THE ACTIVE DOOR 70 ACHIEVE A iT J0 ry Nis DWG . WLN 3 H RI N7 R S CTI 3 ® SIDELITE TO BUCK 2. HIGH PRESSURE RATING.N11 THE SURFACE 80L7 STRIKE ARE LOCATED AT THE TOP AND BOTTOM j L ' CHK. BY: RW THE SIDELITE CROSS SECTION OF THE ACTIVE PANEL AT 2.5" CENTERLINE FROM THE LATCH STILE EDGE. r I;. T p, , o WERE ATTACHED TO THE JAMB AND THRESHOLD T T' d I- :.+ u D-, W.; THE STRIKES FOR EACH BOLT WITH (2) i/8 x 2.5" PFH WS. +..' SURF CE BOLTS WERE ATTACHED TO THE ACTIVE PANEL its_ S_2764 3. THE WITH (4) 10-24 SEX BOLTS. 1V 76 a 13 25" MAX. 1 SHIM SPACE 1.15" MIN. EMBED. r{{{... 15" MIN. C—SINK j EXTERIOR tINTER[Q b. YZ_ = 48 1 28 - 5mco o1RlNTATI 4 LATCH JAMB TO BUCK, NOTES: 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE CLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR IS x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 17. 3", 5 18.25", 54.0', 77.0" 90.25", 92.25", & 94.25". 3. THE HEAD JAMB IS ATTACHED 7-0 THE SIDE JAMBS WITH 3) 18 x 2.5' PFH WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5 PFH WOOD SCREWS AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) IS x 2' PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0", 23.6', 40.0", 57.0", 74.0" & 90.5' .THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR 18 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 17" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A /J10 x 1 3/4" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE #10 x 1 3/4" SCREW. 8. THE SASH WAS STOPPED IN WITH A NOMINAL3/8" QUARTER ROUND MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1 x 0.04" DIA. WIRE BRADS AT 2" FROM EACH END A MAX. OF 12 O.C. SEE NOTE 5 SHE 4 SEE NOTE 1 SHT.4 Lu LU SHT. 5 SEE NOTE OLu N00 1.15" MIN. EMBED. O (n O ICL 15' MIN. C—SINK 13 . M QU Ld 22 UOWO O O Zi 8 Q co 6 7 17 W co vi w ma co 11 10••.. 29 0. .o a 16 O ncn0F) e Z ryJ UZ a 37 to r m Q IS 4 28 1 10 7 SHT. 4 O Zvi v Z agSEENOTE L4, o 02 2 HORI ONTA CRO CTI N 25" MAX.oIN 4 HINGE JAMB TO BUCK, SHIM SPACE 38 Z m SHT. 4 3 SEE NOTE 6 INT RI R 3 H RI ONTA CRO CTI N 4 ® STRIKE .JAMB TO SIOEV Y 6 z c°po Z 1 ut T l.6BLRL u+c NSUI.TANTS. INC 81384. 3831eil/8/01uNTS(/ J[}j(}J c. er: WLN W`LY i1 Yz++ ® O CHK. Bf: RW D11 ww No.: ry S-2164 val 1}a . 6 SHEET4 or 8 rlvo a U SEE DETAIL 6" 6' 6' 3' 3 _ 3" 6" 6" 6 3" 3" 3' 3 1 II II I - I 13 II II i 13 TYP. = 103 TYP. SEE NOTE TYP SEE DETAIL SEE DETAIL 3 SHT. 5 - _ E" TYP. 13 13 TYP. SEE DETAIL TYP H' 51 A. _ 51 A. y6lt TYP. I I I TYP. i i 6 6' 3" 3" 6" 6- SEE DETAIL 'H' nnI IRI F r)nnR W/SIDELNES 37 71 13 10 13 10 DFTAII - _ D TEAIL •G" F LO k B.0.ALlF, CENT i 1iyv e ME a E N 3-T in N 3 N N N J SEE A' DETAIL EE C O> F N o ao R o=aD N n 6 g Ld O L`'1 O j—T i3 f\ un N ul A _ co a NF4 O Z 2 nm oa rip Up1Z Ln p UISinZ• o DRILL THROUGH FOR A 0.357" BOLT DEEP ENOUGH FOR A 2' SINGLE DOOR BOLT THROW j NOTE: USE ITEM 113 A /B x 2 1/2- PFH WOOD SCREW TO ATTACH THE STRIKE AND DEADBOLT PLATES TO THE JAMB OR ASTRAGAL EXCEPT IN THE MULLEDAPPLICATIONL&::: WITH THE SIDELITE USE ITEM J43 A 16 x 2" PFH WOOD SCREW. w--M. 11/8 01 p O SURFACE BOLT ATTACH THE STRIKE STRIKE PLATE PLATE TO THE THRESHOLD wua: N.T.S. W12 110 x 2 112' oMc. Irr: WLN PFH WOOD SCREWS RW p Ai F ASTRAGAL STRIKE PLATE DETAIL "H' do OPTIONAL SURFACE BOLT STRIKE PLATE ASTRAGAL THROW BOLTS 5-2164 AT THE THRESHOLD acET 5 a 8 O N \ ui SEE JDETAIL D" I SEE NOTE 3 SHT. 5 SEE DETAIL "J' 6" 6" 3" 6 3" _ 3, 53" f- 3 1 II II 11 II I TYP. 13 TYP. SEE DETAIL- C" TYP. n N LnN SEE DETAIL "F- 6" 6. 3" 3." —3 6" 3 TYP. SEE DETAIL E" TYP. 1 A' T I I TYP. I I I TYP. I I 1 3• 6' 3, 3 6'" 6' 6 SEE DETAIL "H" DOUFILF DOOR L 3 O 0 O SURFACE 80L7 ATTACH THE STRIKE STRIKE BOLT j j j"hij 1' / jPLLATE TO THE THRESHOLD I ''kt 1P 1:`. "hiDL]] J:. `,pFZ 10o SCREWS DETaL J OPTIONAL RFAC DETAIL 'K- BOLT PLATE RKERPSURFACEUFAPLRFERAtjKSTRIKEPLATEO> N Sa o oa I N SIN CC O O n 0O trtr :i 0 00 Qui a i o J ? Nj III, Z N O Z O j hm 60 J OQ 40 w ZO u1 V yy u, iS N coil W o U O oIn Z Qa sZ ctna 613. 684.3831 11 8/01 N. T.S. c- BY: WLN K. BY: RW i— W NO.: 5- 2164 rr 5 of E 1 IL 097' 1 L D 4 x 4 SIM DOOR HING 39' RED 1.50 OAK CAPll 6 w. O TTDOPM rr, HWGF SIDE S71LE GORE MATERIAL LVL OR LSL ALTERNATE CORE MATERIAL- PONDERO-Sk RADATA, puLAI, ELUOT711. TAEDA OR SUGAR PINE, DOUGLAS OR WMTE FIR, CEDAR, INCENSE CEDAR OR REDWOOD.. 40,- RED OAK CAP O CC LATCH SIDE STILE CORE MATERIAL LVL OR LSL W. 0LL THROUGH FOR ( RILL THROUGH FOR 3R517- DELL ASTRAGAL A 18 PFH WORD RETAINER BOLTS SCREW 2 PLCS WINWMEJ 'R 0 WRf&l STRIKE PLATE 1.50, J 1.077- 1.531 NE 1.077- t J 1.531 * F42gR%4?NE SURFACE M T ONES 75' STEEL) A1 1/4 4' 1 F. H. 0 ATTACHTODOORUSING110xSHEET METAL SCREWS PROVIDED 11 RETAINER 24 WINp"RER 11 WREff ASTRAGAI ( AIUMINUM .252" WAIT TYP, 2. 116' f-- 1.202---1 Qff_ NJIMsmC FRAME EXTRUDED SMC 92 579" 4. 565- F 0 Do zCIOV) L 0- 0 a: o In L' y WOOD FRAME LLJ 0 VINYL THRESHOLD V'"TL 00 Do a: EXTENDER cl- c c TH'H SUBSTRATE oz A( LIMINUMIWOODIANY! THRFS EXTENDER: 6063- T5 ALUM. D45' MIN, WALL t. CIL SUBSTRATE, KILN DRIED SPRUCE, PINE, CEDAR OR POPLAR VINYL THRESHOLD: . 080' MIN. WALL In C, 0- 6 14 INSWINQ DOOR BOTTOM SWEEP viNYL .060" MAX. WALL -035- MIN. WALL ONi 0. L— A—' 75' 779' LONG REACH O COMPRESSION JWEATHERSTRIP Fssm WE41HF BY THERMA-TRU ASTRAGAI RETAINER 130 FOAM CF- I [-CORE FOAM CELL CORE W/VINYL JACKET MATERIAL C/R ROD ZINC W/VINYL JACKET & YELLOW CHROMATE ATTACH To SILL USING 110 x 1 1/4- F.H. SHEET METAL SCREWS PROVIDED WITH BOLT. ACTURER 813.684. 3831 NTS WLN A Blo PS-2164 7 of 8 liteml DE CRIPTI N Material FIBERGLASS 1 BY RMA TRU with yield r h F mi - si 2 3 CC On COWPfG ORLATCHTILELOCKOCKTHRMA-TR do OAK 1.50" x 4.12 R 4 C HIN TILE RMAA-TRU. 1.50" x 1.457" STEEL 5 6 X 1 PHILIPS PAN HEAD SCREW FOAM6POLYURETHANEFOAMBASF, 1.91t>s. DENSITY 7 SHORT REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 8 LONG, REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 4 x 4" HINGE .097 THK. 7HERMA-TRU) STEEL STEEL 10 x 3 4" 1 . PFH W000 SCREW Mince to Frame STEEL10x1LG. PFH WOOD SCREW STEEL8x2" LG. PFH WOOD SCREW STEEL 8 x 2 T 2" LG. PFH WOOD SCREW 14 NOT USED WO00 NOT USEDWOOD2xINNERWOODTESTBUCKWOOD MAX. 1 4" SHIM MATERIAL KWIKSET TITAN 700 SERIES PASSAGE LOCK ALU IONE PIECE BUMP FACE THRESHOLD THLt< -TRU WOOD HEADER 4.656 x 1.211 OW-TRU PONDEROSA PINE L01 22 1 NOT USED HINGE JAMB 4.656' x 1211" ERMA-7RU PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER II 1YR68T .052 WALL Al UMGLASS 25 GLAZING, 1 2 INSULATED TEMPERED GLASS 26 NOT USED STEEL2748x1LG. PANHEAD SHEET METAL SCREW 28 MOLDED OPEN LITE FRAME EXTRUDED SMC with the siren h f min =6,200 si STEEL2gK40x1.50 PT THREAD SCREW, MAJOR DIA 4.0MM FOR ITEM 28 30 NOT USED VINYL 31 INSWING SIDE% BOTTOM B00T 32 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE STEEL 33 1 X .04 OLA WIRE BRADS WOOD 34 3 8 QUARTER ROUND MOLDING WOO 35 BLANK JAMB 4.656 x 1.211 THERMA-TRU, PONDEROSA PINE 36 SIDELRE SIDE STILE THERMA-TRU 1.531 x .656 PONDEROSA PINE WOOD 37 10 x 1 3 4" LG. PFH WOOD SCREW TEEL 38 NOT USED ALUM. 39 NOT USED SILICONE 40 SILICONE CAULK 41 42 NOT USED S aff TOP & BOTTOM RAIL ERMA-TRU 1.531 x .656 PONDEROSA PINE WOOD 43 8 x 2" L.G. PFH WOOD SCREW STEEL STEEL 44 3 16" SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT TCM 46 NO USED STEEL 47 48 N07 USED GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS 7HERMA-TRU WOOD COMPOSITE GLASS WOOD C01IP058E50ICC80TTOMRAIL1.50 x .94 57EEL51316TAPCONANCHORINGELCO, 1.75 MIN. L.G. STEEL 52 3 16 TAPCON ANCHORING ELCO, Z..)MIN. LG. 57EEL 53 54 10-24 SEX BOLT PLASTIC LIP LITE FRAME PVC with a yield stre th F min =2 145 si I PVC 453" GLASS z Z LJ BITE 1/8" TEMPERED O > r\ XT RI R 48 ^ g GLASS ZE O 00 o 1/4" AIR d V O I p. o SPACE CC z p r^ o... o;.o o. p pp:.' 1/8" DECORATIVE U `o t+ 0 GLASS LjO:g o O1/4" AIR 0 3/4" STEEL SPACE 6 9 INTERCEP7 1/8" TEMPEREDIx 00 GLASS W (oo a- 1" INSULATED TEMPERED GLASS dGLAZING DETAIL SHOWN W/ CIASSIC CRAFT" SMC LITE FRAME REQUIRED FOR DOOR PANELS) 453" GLASSBITE1*. 25- 2 m liuz- EXTERIO1/8" ANNEALEDNGLASS 25" AIR 610w oJU oSPACEQa p , 1/ 8" ANNEALED m 5 GLASS INTERIOR 3 STEEL INTERCEP7 SPACER SEE NOTE 1 SHT. 4 5" INSULATED GLASS W/ PVC LITE FRAME GLAZING DETAIL SIDELITES ONLY) 0. 5" GLAS*111TE 0625" THICK DOW 795 GLAZING COMPOUND uj Qo TEMPERED GLASS z N1/ 8" 1/ 2" AIR SPACE1/ 8' TEMPEREDGLASS STEEL INTERCEP7 S ii KJJjjFFCC$$`Yl T Y 9.C 79.®Y. FL® Ao a ®e 1/ 8 S1/ 2" NTS owc. er: WLN 3 4"" INSULATED TEMPERED GLASS W It p o, ® NitS.1 E • Om er: RW R^ M4S " a' GLAZINGDETAILSHOWNA CLASSIC RAFT" INT RA G A 5-2164 SIDELITES ONLY) 8 MASTFEl FILE # 5 MANUFACTURER NAIM' f f,-e Y,r a r t • ff ERMA oTRU® rtASsic CRAFT' OUTS WING "SINGLE AND DOUBLE WA W17UT SIDELITES. INSULATED FIBERGLASS DOOR WITH WOOD FRAMES. 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED ASSHOWNONDETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4, DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR MIAMI-DADE COUNTY WITH THE USE OF THE HIGH DAM BUMP THRESHOLD. SEE THE DESIGN PRESSURE CHART BELOW. Ili. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE 177. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE ORDOUBLECONFIGURATION. INSULATED F1 to all frame ace sees oor V one erg ass (SMC) skin 0.105' min. thk., Sidelite Sheet: 0.07` min. thk. with yield strength 7(min.)-6,000 p Core design: Polyurethane foom core, with 1.9 lbs. density by BASF. PoneI Constru tion: The panel skin is constructed from a 0.095' thk. sheet mo mg compo SMC). The interior cavity is filed with 1.9 lbs. density BASF pelyurrthone foom. The panel face sheets ore glued to the, wood sfles and roils. The latch and hinge sties are LVL or LSL The Itch stile which is 4.0p3o X 7.47 is the Itch reinforcement. The top and bottom roil are of a wood compasd ourunuml. In the double door application the inactive door is filled with an exW astragal of 6060-T6 alloy. Frame Construction: The frame is constructed from fingerjointed thesidepmemeasunn36Swidex1.12 thick The header is joined jambs w th (3 /8 x 2.5' Philips Head. W Screws. threshold s jo rkd to t e side jambs with (21 l6ga. 1 2 crown x 2 king staples at eachside. The mullions are secured together in a sidelite application using IS 2' long PFH Wood Screws (6) screws per each nlYlfion. The units uses on OutswingBumpthresholdmeasuring4.615 x .837 r I i : SMC p Lite - OA size is 27.5' wide x 50.19_ high secured x 1.75' Philips Pon Head Screws. The frame .ore sealed with silicone caulking ( Dow 795) to sidelite panel and to the gkrss. Siderite Glazing: SMC Lip Lite with the yield strength Fy(min.)= 6.200 psi & TMC Up Lice with the yield str ngthFy(min.)= 4,674 psi - OA size a 9.65' wide x 65.85' wide secured w i6 8 x 1.75 Phillips Pon Head Screws. The frame ore sealed with silicone caulking (Dow 795) to sidefile panel and to the glass. Integral Flush Glazed - The sidelile sash face panels are molded to receive the insulated Glass. Thin class is attached to the sidelite face sheets with silicone glazing compound (Dow 795 TABLE OF CONTENTS SHEET III DESCRIPTION 31" WIDTH 36" MAX. PANEL WIDTH A J J ir Z5 a 24. 5" MAX. i J zUu O. L O. TYP.) Z o, a e o g 00 O X X X M M n Nco N O b 105. 5" MAX. OVERALL FRAME WIDTH 36. 625" MAX. PANEL WIDTH --{ 15.5' MAX. W/ ASTRAGAL I r, 1> FRAME WIDTH W I ITES OUTSWINGf SINGIF OUTSWING UN OPTION 11 W/ SURFACE BOLTS SEE DETAIL 'A' SHT3 V74. 5' MAX. OVERALL FRAME WIDTH 68.5" MAX. OVERALL WID 36. 625' MAX. All MODELS PANEL WIDTH I ARE : 24.i5'W IFROM INTERIOR .LO. J 6 f o JU 24.5" W _ X MAXx _ Ld D.L.O. w TYP.) } _ = rn 1d J C3 7 r } o O X i in rOj o . i INACTI AC m 1- SINGLE WISIQUITES OUffSKKJNff( DOUBLE OUTSWING UNIT OPTION II W/ SURFACE BOLTS F - DESIGN PRESSURE RATING I OPTION I W/OUT SURFACE BOLTS +47.0 PSF -47.0 PSF WITH SURACE BOLTS dc 1 +70.0 PSF -70.0 PSF OPTION It WINDJAMBER II ASTRAGAL 13. 9375" MAX 7. 125" MAX. D.L.O. WIDTH LIP LITE 7. 0' MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) J KV TH 15. 5" MAX. A FRAME WIDTH 13. 9375' MAX. WIDTH 7. 125" MAX. D.L.O. WIDTH LIP LITE 7. 0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) 813. 684.3031 srxe: N.T.S. vwc. BY: WLN w BY: RW S- 2161 1 OF 20 Lu c tn 01.68, MIN. 7 PANEL THK. 0. 00 0 29 ca SEE GLAZING 28DETAILS ID JA7E614S EXTERIOR z 48 Lo 00 0 o 19 co ry 57 7 20 a II 1.66- MIN. -0 0 o PANEL THK 0 29 ED SEE GLAZING 28DETAILSm 0Ili Lj x INTERIOREXTERIO 46 6 SEE NOTE 8 SHT. 4 50 0 39 7 51 A- 4 vERTrA-caQsL5Eoo . rl-'\ VFRTICAI CROSS SFC770 (-, K DUT,WING DOOR PANEL W1 HIGH DAM OUTSWING DOOR PANEL W/LOW PROFILE THRESHOLD SEE DESIGN PRESSURE TABLE) fir,,-lu Iry - 13 4. E 34 1.68' MIN. 0 PANEL THK oig . 0o 0 42 SEE GLAZING DETAILS cuX IN I R 49 10 0 00Y nFcr SECTIONICROSS OUTSWING SIDELfTE PANEL THE CROSS SECTION IS SHOWN FLUSH GLAZEDCRAFT' ED & 3/4. GLASS Z W CN O co 2 CL 0 X M Z 0 0 3 LLi Lo OLJ— NOTE C) rF.4 000 OD M IX U) m N9 E NOTE SHT. 4 813.684.3531 T. 11/5/0 NrTs r. Uf--- IWLN Ka UY: RW Allen NO.: 5-2161 2 OF ASTRAGAL RETAINER SOLT 8.0- LG. TOP BOTTOM (2) BOLTS AT TOP & (2) AT BOTTOM INACTIVE SEE NOTE 2 SHT . 4 0 ASTRAGAL OPTION 1) sl' % 0 0 Lo li'm — WE HImis" 11 0 0 W ACTIVE 1 15' MIN EMB. 25- MAX. SHIM 15- MIN. C-SINK EXTfRIOR 2! 43 49 1 10 6 K 36 SEE NOTE 34 9 SHT.4 16 17 INTERIOR Kj* SIDELfTE TO BUCK 140 nETAJL'A OPTION 11 SURFACE BOLTS) 36 A4\ 3 SEE NOTE tic 2 34 9 SHT.4 MULLION Ld 0 In a. ox r" CC Z 0 Ld O Ld C) Z' C, CO goo a: D a- 813.684.3831 T. 11/5/01 tie NTS WLN K. BY: RW Ta G -o S-2161 im 3 of 9 XF TERIOR 18 25 MAX. Y SHIM SPACE Z 38 (a 0¢w 3 1a = 13 a wow 16'XTERIO o oe o. 6 B v.. INTERIOR 1.7 15" MIN. 7 HORI NTA CROS CTION C-SINK 4 LATCH JAMB TO BUCK, a.. 7.15" MIN. NOTES: EMBED_ 1. THE SIDELTTE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE- SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR 8 x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1" 3", 5, 18.25", 40.5", 59.25", 74.25", 76.25" do 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) f8 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) SEE NOTE 1 18 x 2" PFH. WOOD SCREW. THERE ARE (6) AT SHT.4 EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0, 19.75", 33.5" 47.25, 61.0 do 74.7". THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 18 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER c ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP N V FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. S Q 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK ter., w o USE A bq8 x 2" SCREW. WHEN ATTACHING w THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE A 170 x 1 3/4" SCREW. S. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 318" COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING i" x 0.04" DIA. WIRE BRADS AT 2" FROM EACH END A MAX. OF 12" O.C. 2 HORIZONTAL R SECTION • 15" MIN. 4 HINGE JAMB TO BUCK, C-SINK 1.15" MIN. n EMBED. SEE NOTE SHT. 5 SEE NOTE 5 SHT. 4 Ov00 00 0 0 O 0 000 Z = 36 2Gow 34 a 33 SEE NOTE 9 THIS SHT 25" MAX. SHIM SPACE 10 J T Z a i1liNll-20 3 HORIZONTAL CROSS 2ECTION 4 NOTE 6 ® STRIKE JAMB TO SIOELITE 4 MANAC MID l G SEE NOTE 7 SHT. 4 O> O OODO( nO a- C) OLUco D 0- W UU,DM DNSULTAN S. tW 813. 664.3631 BY: WLN m RW M NO.: S- 2161 4 OF 9 SEE NOTE 3 SHT. 4 SEE DETAIL "F" i SHEET 5 6" 6" 6" 3" 3" 3" 3"if—H 3" 63 3 3" -i h7:3 3" 6" 3" SEE DETAIL E', vSHT. 5 TYP. a SEE NOTE 4 SHT. 4 i-- 3" 3" 6" in to SEE DETAIL _ G" SHT. 5 O >_ F' N O a0 O O00 to 6" 6" I— SEE NOTE 3 SHT. 4 1 Z O I— p W O o 2 n of N 13 cc 03W Q- N mN TYP. ^ SEE DETAIL N " E" SHT. 5 N C" TYP. "p" L CD% o UJ oZ TYP. a 6" 6" 4 mSEENOTE io '0 4 SHT. 4 SEE DETAIL H" SHT. 5 SINGLE DOOR 4 DOUBLE DOOR W/SIDELI?FS 1 DRILL THRU FOR c 1 A 0.357" BOLT DEEP ENOUGH FOR A 2" NOTE: BOLT THROW o USE ITEM 113 A 18 x 2 1/2" PFH WOOD SCREW T SEE NOTE ATTACH THE STRIKE AND DEADBOLT PLATES TO THE SEE NOTE 1 THIS SHT. JAMB OR ASTRAGAL EXCEPT IN THE MULLED 7 SHT. 4 SURFACE BOLT NM. nm 0 13 43 STRIKE PLATE APPLICATION WITH THE SIDELfTE USE ITEM 43 A 8 oorrsuu v+is. ie 43 37 2" PFH WOOD SCREW. 813.684.3831 11 o DETAIL wic 11/5/01 0 RETAINER BOLT HOLES SCAM N.T.S. 10 Sc OPTIONAL SURFACE jSURFACEBOLTBOLTSTRIKEPTE O MA Be oA.i:-. BY: WLN RWSTRIKEPLATE ®1`qe'_ $ LHK. BY: RW DETAILF 13 43 ASTRAGAL STRIKE PLATE DRAMM Ho. 70 do OPTIONAL SURFACE SEE NOTE MANUFA R N ,g ME 5-2167 DETAIL "E" BOLT STRIKE PLATE THIS SHT. DETAIL "G" lY l j7Y 1 sNCFr 5 of 9 r SEE DETAIL F" SHEET 5 6" 3" 3" 3" i 1 6" ---16 3" _ 1 6^ 3 — 3 63 f" 3" _1 t 1 73 1_ 1 1 I I I I I I 1 af —q 13 TYR _ SEE NOTE 3 SHT. 4 SEE NOTE SEE NOTETYRSEEDETAILn3SHE46SHT. 4 — o ct N 4a o 00 o V1 O °° 0- O X rO Z O U wU-) M LLJ O O OD LU ais to o i F" SHT. 5 rn n (n Z 13 aN z N N a TYR SEE DETAIL G" Ln SHT. 5 73 SEE DETAIL E" SHT. 5 DETAIL_ SHE TYP. J SEE DETAIL 5 w N 7YP. SHT 5 J" 13 TYP. SNT. I ace o Z SEE DETAIL 'K" . M^ "K" TYR _ "M" o SEE NOTE 51 51 _ 4 SHT. 4 — 1 1 51 TYP. 1 I ^M^ II 7YP. 1 A t 7YP. II I 52 I 3^ 3• i- 6" -1 f 6 3 1 F"- 6" TYP. 3" -i F {-- 6" 6" 3" SEE NOTE 3" 6" 6" 52 4.SHT. 4 6" 3 3" TYR SEE DETAIL N" SHT. 5 DOUBLE DOOR SINGLE DOOR W/SIDELTTES CENTRAL FILL i, A Bo C.A. o y /}\y{j ry9 e 4i ;.i L-3i` it liJLlJl l 1V1-11NEf 813.684.3831 Am 11/6/01 cam: NJ.& MG. er: WLN aac. er: RW DM M NO.: 5-2161 SHMI 6 OF 9 i N O a0 0.5" CLASS 0.5" GLASS SITE 0625" THICK DOW 795 O "O GLAZING COMPOUND d 0 = n BETE = SEE NOTE 1 2 Z 0 r7 SEE NOTE 1 THIS SHT... 0 T0/4H N 1/8" TEMPERED 1/8" TEMPERED ' pw^ GLASS L_ GLASS DO ? 0 1/4" AIR SPACE °, o 0 3/4" AIR SPACE 00Lu 1/8" TEMPERED 1/8" TEMPERED GLASS Y# 8 x 1 #8 x 1 3/4" PPHGLASS 1/4" STEEL IACER V) 1" INSULATED TEMPERED GLASS c 0625" THICK DOW 795 3/4" STEEL INTERCEPT SPACER qg GLAZING DETAIL SHOWN W/ Z 1/ " INSULATED TEMPERED GLA 4 GLAZING COMPOUND A SI CRAFT" SMC LRE FRAM r.IA ING DETAIL SHOWN W ( REQUIRED FOR DOOR PANEL) nW CLASSIC CRAcr" TCM I ITT FRAME - tzm m c SIDELITES ONLY)o Z fv 0625" THICK DOW 795 F y 0.5" GLASS BITE GLAZING COMPOUND 0 p VZ C 0.5" GLASS Z 1/8" TEMPERED a rn a SEE NOTE 1 BITE' y 1/8' TEMPERED GLASS rm THIS SHT. - GLASS O O OOV OO 1/2' AIR SPACE 0 0 3/4" AIR SPACE 0 0 0 1/8" TEMPERED Z = GLASS 00 e. 1/8' TEMPERED SEE NOTE 3 N GLASS THIS SHT. g B x 1 3/4' PPH 3/4" STEEL INTERCEPT SPACER/ 4 INSULATED TEMPERED GLASS 1/2" STEEL INTERCEPT SPACER rl A wr. nFTAIL SHOWN W/ eCO—NSULTANM. 0625" THICK DOW 795 " CLASSIC CRAFT' INTEGRAL GLAZING GLAZING COMPOUND (SIDELITES ONLY) 1" INSULATEDci AzING DIRAFT" M FRAMSILL ® S " 1 ye`LIIyy—gO 1. THE 27.5" x 50.19" DOOR LITE IS SECURED WITH (16) #8 X" 1.75" PHILLIPS PAN HEAD SCREWS FL zCJFI}1$%1g1 SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 3.0'. 13.75 AND 24.5" FROM THE LEFT SIDE.UNTRALTHESIDESTILEANCHORSWERELOCATEDAT3.0". 13.25", 23.625" 33.875" AND 44.125" NANFoFROMTHEBOTTOMOFTHELITEFRAME. g{s 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75" PHILLIPS PAN HEAD SCREWS A A N ° wc. er: WLN SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 2.125' FROM EACH END. SIDE STILES j0$1 1 ^ w aK BY. ftW FROM THE TOP DOWN TOP DOWN AT 5.5". 16.5". 27.5" 38.375", 49.375" AND 60.375". 1, °nAw rc em: 5-2161 3. THE SIDELfTE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. rfi a F L1 sNFfr 7 Of 9 4.03" N OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP t-- 1.077" { r I 4-- 1.54" AFL ITE TOP do BOTTOM RAIL FlNGER JOINTED PONDEROSA PINE r— 1.47' —+i h wCRh-A CC BOTTOM RAIL OWOODCOMPOSITE f--1.077" clnFI ITF RLANK SIDE STILE FlNGER JOINTED PONDEROSA PINE 1.47" —( n CC. TOP RAIL OWOODCOMPOSITE j— II O O 097"i— O 4 x 4 STEEL DOOR HINGE9 39" RED OAK CAP C! O I 1.46" t'— CC HINGE SIDE Sn F CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADIATA, PULAI, ELUOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. j DIM. VARIES L . In W/GLASS THK. 'Din N N K40 x LW PT THREAD SCREW, M&" OLk 4.0m SMC AME 28 h DIM. VARIES N W/GLASS THK. 8-10 x 1 712" PPH PuscREW 4.565" w co p to — I 0DAL2O 8 : 5 Z) Owo C) D 2 35 38 WOOD FRAME L\ : W Co a co u 4. 615' z 2. 203' nt v ZW R, o s_ o O1g OLTTSWING BUMP FACE a`Z a AI UMINUM/WOOD THRESHOLD 050" WALL TYP. a a z m MASTED T T HIGH DAM THRESHOLD 39 813. 684.3831 A J o A' Al• A ate+= NTS Dwo. orc. BY: WLN CHK. L7r: RW oaAwwc 2 5-161 SHM 8 OF 5 I RIPTI M ri I FIBERGLASS 1 By MA i withI n h F 2 3 4r 4 CC HltCE SW TRU LVL OR lA d 0AC t4s' x 1.4 5 6 NOT USED POLYURETHANE FOAM BASF, 1.91bs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAEL 9 4 x 4 HINGE .097 THK. ERMA-TRU 1O 10 x 3 4" I.G. PFH WOOD SCREW Hine to Frame STEEL 11 10 x 1 L.G. PFH WOOD SCREW STEEL 12 13 NOT USED 8 x 2 1 2" LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED WOOD162xINNERWOODTESTBUCKWOOD17MAX. 1 4 SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD (THERMA-IKU)ALUM. WOOD 20 HEADER 4.565 x 1.17 -TRU PONDEROSA PINE WOOD 21 22 NOT USED HINGE JAMB 4.565 x 1.17 -TRU PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINOJAMBER II WR68T .052 WALL ALUM.G606025GLAZING, 1 2 INSULATED TEMPERED GLASS 26 27 NOT USED 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 26 PLASTICFRAM SMC. -TRU SMC 29 eld stre m 672H K4O x 1. PI THREAD SCREW; UVX DK 4.Onm FOR REY 18 STEEL 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-11 TAPE 33 i x 0.04 O4l WIRE BRADS STEEL WOOD 34 35 3 8" COVE MOLDING BLANK YWB 4.565 x 1.17 -TRU, PONDEROSA PINE WOOD 36 SIDEll1E SIDE SIRE -TRU, 1.54 x X PONDEROSA POE WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 LATCH M 4.565 x LIT- PONDOW WOOD ALUM. 39 HIGH WATER DAM THRESHOLD SILICONE40SILICONECAULK 41 42 NOT USED SAODE 1OP a 8011011 RATOWN- TR4 13C x .5 EMOM WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 311SEX BOLT STEEL STEEL 45IVES454B" SURFACE BOLT 46 PEOV LIPCM, - U TCM with field stye h F min. = 4,674 si 47 8 X 1-3 4 PPH SCREW FOR ITEA/ 28 & 46 46 GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS GLASS 50 CC BOTTOM RAIL (1.50' x AM" THERWA-TRU WOOD COIPow) WOOD COMPOSITE 51 3 16 UPCON ANCIIORNG ELCO, 1.75 WN. I.C. STEEL 52 3 16 TAPCON ANCHOW ELCO, 25 wx I & STEEL ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC n do YELLOW CHROMATE 3" DRILL TRU FOR / A I8 PFH WOO / ________VDRILL TRU FOR SCREW 2PLCS .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER If WR68T STRIKE PLATE BOLT 00 NO) co N179" 10 EACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET 1. 158" N rn 7 . 35" OCOMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET r :: + jr i' co 0 0404 04 MANUFACTURER 1 MASTER FILE WINDJAMBER II WR66T 24 STRAGAL ( ALUMINUM 052" WALL TYE.) NTS ar: WLN r: RW me W.: 5- 2161 r 9 or 5 O> o 00 SS 0.5' GLASS BFTE .0625" THICK DOW 795 GLAZING COMPOUND O co CLp O Y z SEE NOTE 1 THIS SHT. 3Z n Ty 1/8" TEMPERED 1/8" TEMPERED SEE p WGLASSGLASS0o°° O 1/4" AIR SPACE SPACER o ° o ° o 3/4' AJR SPACE W cW0 IL 1/8" TEMPERED 1/8" TEMPEREDGLASSZGLASS 8 x 1 8 x 1 3/4" PPH1/4" STEEL IACER THICK DOW 795 3/4" STEEL INTERCEPT SPACER o N 1" INSULATED TEMPERED GLASS GLAZING DETAIL SHOWN W/ z 0625 1/ " INSULATED TEMPERED GLASS GLAZING COMPOUND CLASSIC CRAFT' SMC LITE FRAME REOUIRED FOR DOOR PANEL) CI e71NC DETAIL SHOWN W n CI SSIC CRAFT" TCM LITE FRAME tm m SIDELITES ONLY) u=o w co w = VO tV 0625" THICK DOW 795 yl u < 5 Iy 0.5' GLASS BITE GLAZING COMPOUND o 0 5u y 0. z a0.5" GLASS Z 1/8" TEMPERED a cn SEE NOTE 1 BITE N 1/8" TEMPERED GLASS m71THISSHT. g GLASS 0 O 04 co o O o 4 ° 1 /2' AIR SPACE o o 0 3/4' AIR SPACE O O 0 1/8" TEMPEREDo GLASS SE TSHT. 1/8" TEMPERED THIS g Is8z13/4" PPH GLASS n INSULATED TEMPEREDSr1ASS 3/4' STEEL INTERCEPT SPACER 1/2" STEEL INTERCEPT SPACER GOING DETAIL CLASSIC CRAFT" INTEGRAL GLAZING0625' THICK DOW 795 SIDELITES ONLY) GLAZING COMPOUND I" INSNLATED TEMPEREDSIA4S n e71NG DETAIL SHOWN W7 I RAFT' M FRAM L L eulLolo qq ® CONSULTANTS. 1 WITH 8 X 1.75" PHILLIPS PAN HEAD SCREWS , p g A66• a 4 E1 813.684.3831 i. THE 27.5" z O0.19" DOOR LITE IS SECURED AS FOLLOWS, TOP AND BOTTOM RAIL AT 3.0', 13.75 AND 24.5" FROM THE LEFT0". SIDE. rBR,tLi-2 6T''L1. MST J11g$y wie i t/5/01SPACEDTHESIDESTILEANCHORSWERELOCATEDAT3.0". 13.25". 23.625" 33.875' AND 44.125' oN may` NWTS FROM THE BOTTOM OF THE LITE FRAME. Ei p • arc. e : WLN 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75" PHILLIPS PAN HEAD SCREWS TOP AND BOTTOM RAIL AT 2.125" FROM EACH END, SIDE STILES A/ A i T U A j j j ax.er: RW SPACED AS FOLLOWS, FROM THE TOP DOWN TOP DOWN AT 5.5". 16.5'. 27.5 38.375", 49.375" AND 60.375". Oe Nc No.: 3. THE SIOELITE SASH FACE PANELS ARE MOLDED TO RECENE THE INSULATED GLASS. S-2161 4.03" .39' RED OAK CAP o 1.46' CC HINGE SIDE S71LE OCC LATCH SIDE STILE CORE MATERIAL: LVL OR LSL 3 RED CORE MATERIAL LVL OR LSL ALTERNATE CORE MATERIAL PONDEROSA, OAK CAP RADIATA, PULAI, EWOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. a 1.077' --{ I_--- 1.54' 4- —1.54" DIMVARIES _01 SIDEI ITE TOP & BOTTOM _RAIL c1n. F1ITF BLANK SIDE STU v1 rn ^ 00 in W/GLASS THK. FINGER JOINTED PONDEROSA PINE FINGER JOINTED PONDEROSA PINE N _ N 1 I K40 IFIT THREAD 1.47" 1,47" soREW, uaIOR ow 4.0— ac rrF FRAME 28 m m 1.375" IS-10 x 1 112' CC BOTTOM RAIL O CC TOP RAIL O PPH P(ASCREW hi-J], WOOD COMPOSITE WOOD COMPOSITE DIM. VARIES N W/ GLASS THK. ^. L_ O Ocq 1 L ^'' 6 097' TCM t fTE FRAME D 4 x 4 STEEL DOOR HINGE MANUFA 777 4. 565' ---{ WOOD FRAME I h 4. 615" 2.203' r 0 19 oUTSWING BUMP FACE n At UMINUM/ WOOD THRESHOLD 050' WALL TYP. HIGH DAM THRESHOLD 39 oLj 00 0 C) 00 CC cn C) 0 5Lj uLn D Lj 3 Q 0000 w00 a 813.684. 3831 SCALE: NTS orv. Br. WLN CHK. BY: RW DRA"C NO.: S-2161 S w 8 .1 _ 9 1 RIPTION ri I 1 H MA w 1 r h =6 psi FlBERGLA55 2 3 T - 4T x 4N. 4 CC RKT ST4f 1RII -LVL OR to k OK 1.46' x 1.4 5 NOT USED 6 POLYURETHANE FOAM BASF, 1.9lbs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 9 10 4 x 4 HINGE .097 THK. ERMA-TRU 10 x 3 4' LG. PFH WOOD SCREW Fine to Frome STEEL STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 NOT USED 8 x 2 1 2" LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED 16. 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4" SHIM MATERIAL WOOD 18 19 KWIKSET TITAN 700 SERIES PASSAGE LOCK ONE PIECE BUMP FACE THRESHOLD THERMA-TRU ALUM. WOOD 20 HEADER 4.565x 1.17 ERMA-TRU, PONDEROSA PINE WOOD 21 NOT USED 22 HINGE JAMB 4.565' x 1.17' -TRU PONDEROSA PINE WOOD 23 24 25 KWIKSET TITAN 700 SERIES DEADBOLT ASTRAGAL WINDJAMBER II WR68T .(6) WALL GLAZING, 1 2 INSULAED TEMPERED GLASS ALUM. 6060-T6 GLASS 26 NOT USED 27 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 PLASTIC LIP LITE FRAM SMC, THOW-TRU with ' eld stren h F mm. = 6.200 psi SMC . 29 K40 x 1. PT 11111t D SCREW. M4AR D1l 4.Omm FOR ITEM 28 STEEL 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE 33 34 35 1 x 0.04 DLA. PARE BRADS 3 8" COVE MOLDING BLMIK JAMB 4.565 x 1.17 -TRU, PONDEROSA PINE STEEL WOOD WOOD 36 SIDan SAE 501E THERM-TRU, 154 x .67 PONDEROSA PINE WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 LATCH JAYS 4.565 x 1.1 -TRU PONDEROSA WOOD 39 HIGH WATER DAM THRESHOLD ALUM. 40 SILICONE CAULK SILICONE 41 NOT USED 42 WWfE TOP k B0R011 RAI -TRU 151 x .5 PDIIOE M WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL 46 C LIP U M, - U with ieId stren th F min. = 4,674 si TCM 47 8 X 1-3 4 PPH SCREW FOR ITEM 28 do 46 STEEL 48 GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLA55 GLASS 50 CC Li0TIOU RAIL (1.50' x .93" TW W-TRU WOOD COLP05 Q WOOD COMPOSITE 51 J 16 TMCON ANCHORNG ELCO. 1.75 161 LC.1. STEEL 8. 0 ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC n do YELLOW CHROMATE Lo N N DRILL TRU FOR A 18 PFH WOO VDRILL TRU FOR SCREW 2PLCS .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR68T STRIKE PLATE 1" RETAINER BOLT 592" a O- i -- .179" IONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET 1, 158" N o35" --- i OCOMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET O> o coo O V) — aOM Ln O O Lj 3Qco iE' 2 CL N coo N N N MANUFACTURER NAME: w 1. 767" MASTER FILE # WINDJAMBER II WR68T 24 1 ASTRAGAL ( ALUMINUM 052" WAI L TYP.) Ad h 2 aw z a O V o iDco BUILDING NTS er: WLN Br: RW NG NO.: 5- 2161 9 a 9