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117 Venetian Bay Cir - BR04-000737 - SFRPERMIT ADDRESS CONTRACTOR Morrison Homes ADDRESS 151 Southhall Ln #200 Maitland; FL-32- - 407-257-6940 CRC 04192 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR _ PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOF. PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER Ll FEE FEE PERMIT DESCRIPTION PERMIT VALUATION _ SQUARE FOOTAGE _ A City of Sqnfor4v d Certificate of Occupancy 11116 15 LU GGiLlly Lllat the building located at 117 Venetian Bay Cir for which permit number 04-737 was issued has been completed according to the plans and specifications filed in the permit, to wit as Single Family Home 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 Conditions (if blank, no conditions apply) Building: F. Ortiz 05/19/04 Engineering: D. Sweet 05/20/04 Public Works: R. Buckner 05/25/04 Utilities: R. Blake 05/20/04 Fire Department: N/A Zoning: N/A Morrison Homes Y/A . T 05/25/04 Property Owner Building Official Date CERTIFCATE OF OCCUPANCY ;J Ck REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 5/19/04 PERMIT#: 04-737 l ADDRESS: X.G7'oENETIAN BAY CIRCLE VENETIAN BAY CONTRACTOR: MORRISON HOMES PHONE #: DANNY 407-948-2953 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering s S Fire N/A to aublic Works Zoning N/A Utilities Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) r. CERTIFCATE OF OCCUPANCY r REQUEST FOR FINAL INSPECTION SINGLE FAMILY REn] CNECKUST - UT'i.fTIES DEPT. Request Received -------_---To U?;lity !rspettor _____------ 1N;-1iAfS DATE DATE: 5 ; , iIity (nsnf:'tc:,S Fin(7 ---------- -- --"--- PERMIT #: 0 1 City Serlricc- (asen Brits ---------- -------- ADDRESS: VEN TIAI "fi—AP-VVIk0I1% - 2yr)-------------------- CONTRACTOR: MORRISON HOMES PHONE #: DANNY 407-948-2953 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. 0 Fire N/A Zoning N/A Licensing N/A r Ftir° 2 CONDITIONS: (TO BE COMPLETED OP a 1 l4Gi,"{t7M5¢i.•t N 7 11 kS+.irai;C rir 4 ••' E,<4NFNfr-GF'i' .-... .. r,.f_..,;, . M..: ._ t . Herz & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) May 21, 2004 - — City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 71 Venetian Bay , 117 Venetian Bay Circle o 4 _, 1 a 1 To Whom It May Concern, The finished floor elevation of the structure located at: 117 Venetian Bay Circle, Sanford, Florida 32771 - Legal Description: Lot 71, "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, x & Associates Inc. William A. Herx P.L.S. Vice President WAH/bb 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 NAIC Number 117 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 71 ," 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 ##.® 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 / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 85. 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 Engineednq 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 Bander 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 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, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3: a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements anddatum 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) 14. 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) 13, 7 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 13.4 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 13.0 ft.(m) o g) Highest adjacent (finished) grade (HAG) 13.2 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) 0 a 00 E wca Registered Land Surveyor No. 3182 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 William A. Herx LICENSE NUMBER 00003182 TITLE Registered Land Surveyor COMPANY NAME Herx & Associates, Inc. ADDRESS 769 DougXs Aynn g CITY Altamonte Springs STATE FL SIGNAT RE / J, Ai) DATE 05-21-04 TELEPHONE 407-788-8808 ZIP CODE - 32714 -- 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 117 Venetian Bay Circle CITY Si7 ZIP CODE Company NAIC Number SANFORD FL 32771 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 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, Q and E are correct to the best ofmyknowledge. 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. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS TITLE TELEPHONE DATE Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herx & Associates Inc. L a n d S u r v e y i n g 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' LOT 89 LOT 70 P.C.P. CIL MONROE VIEW TRAIL i (50' R7W) TRACT "F" PRIVATE ROADWAY CITY OF SANFORD REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT "F " PRIVATE ROADWAY LEGAL DESCRIPTION: Lot 7 1." 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 or 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 04117195 City or Sonrord. Community Number 120294) SETBACKS: Max Coverage - 64 Front 25' Rear 20' SITE DATA Side 5 ' Corner 15 AAPERVIOUS 50. FT - 561 Minimum Lot Width 50' LOT S0. FL IMPERVIOUS AREA - 3.083 SO. FT. 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. hlc. Job Number 2001. Legend General Notes: p rPROS Temporary Benchmark assumed datum) O/S O R.B Offset Official Records Book 1. This is a BOUNDARY Survey performed in the field on I C PB Plat Book 2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PC Point of Curvature subsurface aerial encroachments, it any, were located. CA- Centerline PCC. Point of Compound Curvature 3. Buildingties shown are to the exterior unfinished foundation surface or formboard. a CALC Central or (Delta) Angle Calculated P.C.P. Permanent Control Point 4. Elevations shown hereon, if any, are assumed and were obtained from approved CB Chord Bearing PG. P.R.M. PagePage Permanent Reference Monument Construction - lane provided the Client unless otherwise notedi;and are shownPPY CD Chord P/L Property LineonlytodepicttheproposedoractualdifferenceinelevationrelativetotheassumedC.M. Concrete Monument P.O.B. Point of Beginning temporary Benchmark shown hereon. EL. or ELEV Elevation P.O.C. Point of Commencement 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) FD. P.l. Point of Intersection Rights -of -way of record whether depicted or not on this document. No search of the Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature Public Records has been made b this office. Y I.P. . I.P. Iron Pipe PT Point of Tangency 6. The legal description shown hereon is as furnished by client. 1. R. Iron Rod R RAD Radius Radial Line 7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RES. Residence Denotes %' iron rod with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business RAV Right -or -Way 34" iron rod with red plastic cap marked -Witness Corner" unless otherwise noted. L8. Land Surveyor TBM Temporary Benchmark O Denotes P.C.P. (Permanent control point) Mea N/D(N&D) Measured Nail and Disk TYP. Typical Denotes Permanent Reference Monument N.R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) LThissurvey Not valid without the signature and the original raised seal licensed Surveyor an r Drawn by: AH meets the requtr s of thea Minimum TechnicalChscksd 6y: DP s contained' Ch r 61G 17-6 lorida Administrative Cod . Prepared For: MORRISON Ske ch or Legal Description JobNumber: 02-017-02, This is not o Survey Scale : 1,-30' Plot pto,, performed: 10-16-03 erx, P. L. S. Florida Registered d Surveyor No. 3182 Fo u n do t ion S u r ve yDaraeL. Przemieniecki, P. S.M. Registers S rveyor and MapperNo. 6030 Final Survey: William R. Herx, P. S.M. Registered Surveyd-Fand Mapper No. 6092 Revisions Hent 6 Associates Inc., State of Florida LB 4937 COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 104-75811 DATE: __ DUILDING PERMIT NUMBER: [7` / /(CI COU TY NUMBER: UNIT ADCRESS: ___________________-_-___ _ ________-__ TRATFIC 7OXE: JURISDICTION: O6 CITY-OF-SANFORD'---_----- SEC: ___ TWPn _ R G: ____ PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: ONNFR NAM[: / /i/ / ADDRESSn APPLIAPPLICANTCANT__ ... ... . ... ... ... ... ... ... ... ... _................... _............................ ADDRESS: -------/u I`... ... ... ... ... ... LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Reoiden{ial WORK DESCRIPTION: Single Family House: Detached - Construction FE[ BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DU[ TYPE DIST SCHEDULE DESC. UNIT OF UNITS LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.O0 STATEMENT /> . RECEIVED BY: -c-J/q ---------- AMO\NT $ 2,285.0O el- SIGNATUREn DATE: 7^-~-^~~----- NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND NSUR[ TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **0* DISTRIPUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT., RSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN RETUEST 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 LANDDEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR RERUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 [ AST FIRST STREET, SANFORD, FLORIDA 32771; 407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DFrARTMENT 30O 0RTU PARK AV[HUF SANFORD. FL 32771 PAY ENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER' AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NUTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF Af** FAMILY BUILDING 11/111111/ 11 11111 % Ili tl all Ln iei it iol 01 all I %a Permit Number: Prepared ByDaphne Clark and (P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. MANYANNE MURSE, CLERK OF CIRCUIT COURT S4XINULE COUNTYBKU5123pG 0332 CLERK'S # 20032159S5 RECORDED 1E/45/E443 14:48:42. R14 RELORDING FEES 6.44 REWIDED BY S O'Kelley CERTIFIED COPY MARYANNE MORSE 6LERK OF CIRCUIT COURT SEMINOLE: COUNTY. FLORIDA DEC 5 The undersignedhereby 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 ofproperty: —7 % Lot Number / Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, of the public records of Seminole County, Florida./ ri'1 Rom, Clkele_ Street Address //(/ je4zh,o ..[ Sanford, FL 2. 6eneral 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 Maria Lisa Steiner Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 TelNumber (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'sNotice as provided in 713.13( 1)(b), Florida Statutes. N.A.. 10. Expiration date of notice of commencement: One year from the date of recor ' g. Date Signed: l OJlignature of Owner's Agent, Maria Lisa Steiner: Sworn to and subscribAd bef a me this by Maria Lisa Steiner, who is personally known tome. ro1 p,Qo D. A. CLARK MY COMMISSION # DD 214811 Signature Notary: Notary Seal: **_, EXPIRES: dime 27, 2007 eoF ' Bended Thru Budget Notyy Seivlces Permit # : 09 Job Address: 117 Description of Work: Historic District: Zoning: Permit Type: Building V/ Electrical _ Electrical: New Service — # of AMPS _, _ Mechanical: Residential Non -Residential CITY OF SANFORD PERMIT APPLICATION Date: 1 d'`1 -U O-M& Value of Work: • Mechanical Plumbing Fire Sprinkler/Alarm Pool Addition/Alteration Change of Service Temporary Pole V" 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: 2_gZq_ • Construction Type: GM LL # of Stories: __J_ # of Dwelling Units: /_ Flood Zone: X (FEMA form required for other than X) Parcel#: 23'/9i 30' 502- 0000- 0 LO (Attach Proof of Ownership& Legal Description) Owners Name & Address: Phone: 407 DZ7 0 Contractor Name & Address: / fi/ / X— / v .ww aadl lv C//Va . State License Number: G G 7` Q/' Phone &Fax: 6 007 0 SI & Contact Person: 0410AI /r— Phom-/407).?2 7 ` ` 0 Bonding Company: /UH Address: /ii/Q Mortgage Lender: IV4 Address: Architect/Engineer: Mcd%ly/ Phone: 4o7 Address Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance 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: 1 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 NOTIQ. y OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be addit' • nal permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance it o%r, t is v ificat' n that I will notify the owner of the property of the requirem t f d en Law, FS 713. W SignatureAo ; vner/Agent ate Signature of C ntractor/Agent Date z w o r` z dNM4441- uS S Mfi 1 SR 5T O_ Q c^r Print Owner/Agent's Nam/j// Print Contractor/Age s 2 FE z,Z a Q / oSQ ca Signature of Notary -State o on a ate Signature ofNota to of Florida D to p OyG i0 r w M ' / i ••. o ro Owner/Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or `Oa._ Produced ID AJA —Produced ID N/4 W APPLICATION APPROVED BY: Bldg1 )FIZZ Ct —1 Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: LIMITED POWER OF ATTORNEY DATE: I HEREBY NAME AND APPOINT: DAPHNE CLARK, <Aq,,4 GUSTAV BOTES, EACH AN AGENT OF: MORRZSON HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARIA LISA STEINER NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CR-0041929 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was ack owledged before me this DATE: BY: MARI LISA INER Who is personally known to me and did not take an oath. STATE OF FLORIDA. COUNTY OF ORANGE. SIGNATURE OF NOTARY: LIANA EMI RO MY COMMISSION # DD 237775 a EXPIRES: August 3, 2007 pFF 4".•` Bonded Thru Notary PublioUnderwriters NOTARY SEAL. PARCEL DETAIL Seminerlr CwAn v nsnae.t Aver rt t• per ia[fNlr!! t lril C3. tFllEl tit. autord Fl 32'71 41d'fiec-c k. tt x _[. •rR`!5ii±vir ttrtir. y t GENERAL 2004 WORKING VALUE SUMMARY S11- SANFORD Value Method: Market Parcel Id: 23-19-30-502-0000-0710 Tax District: Number of Buildings: 0 Owner: CENTRAL FLA DEV Exemptions: Depreciated Bldg Value: $0 PARTNERS LC Depreciated EXFT Value: $0 OwntAddr: #200 Land Value (Market): $11,310 Address: 1053 MAITLAND CENTER COM BLVD Land Value Ag: $0 City,State,ZipCode: MAITLAND FL 32751 Just/Market Value: $11,310 Property Address: Assessed Value (SOH): $11,310 Subdivision Name: VENETIAN BAY Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $11,310 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: Deed Date Book Page Amount Vacllmp 2003 Taxable Value: Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 71 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 11,310.00 $11,310 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next year's property tax will be based on JustlMarket value. Herx & Associates Inc. L a n d S u r v e y i n g 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' LOT 89 LOT 88 LOT 87 LI LOT 71 to A" GRADING o 5.500 SO. FT. a f) z o cov. v - 24.7' PORCH o O 15.3' O c O 0 O~ o r O 1979 O O YORKSHIRE 'A 6 B- O m SINGLE FAMILY RESIDENCE n v FIN. FL. ELEV: 13.7 v mrr LOT 70 n LOT 72 P.C.P. CIL 50' R7W) TRACT PRIVATE ROADWAY CITY OF SANFORD 65.0'D 40.0'W O . 46.0' OO12.7' O o 21.3' O 185 00 it L2 N O O ll N 89° 59 ' 43 -E 280.56 ' P.c.P. - \ REFERENCED BEARING F CIL 50' R/W) TRACT "F " PR I VATE ROADWAY LEGAL DESCRIPTION- Lot 7 1." V E N E T I A N B A Y according to the plat thereof as recorded in Plat Book . at pages - 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 12 028 9 0035E.Dated 04117195. City of Sanford. Community Number 120294) General Notes: 1. This is a BOUNDARY Survey performed in the field on Proposed 2. No aerial, surface or subsurface utility installations, underground improvements 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. e Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with rad plastic cap marked "Witness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and M survey meets (he requirements o the Flo da Minimum Technical Stan s as contai_nedin Cha6 G17- 6 orida Administrative Co n nM f Qr n t n l A i DaraeL. Przemieniecki, P.S.M. Registeredourveyorand Mapper No. 6030 William R. Herx, P.S.M. Registered Survey r and Mapper No. 6092 Herx B Associates Inc., State of FloridaLB 4937 SETBACKS: Max Coverage - 64 Front 25' Rear 20' ESITEDATA Side5 ' Corner 15' VIOUS SO. FT. 56Minimum Lot Width50' S0. FT. IMPERVIOUS AREA - 3083SO.FT. Note: Bearings shown hereon are referenced to the CIL of as being S 89°5943"W. Vertical datum is based on NGVD per Engineering construction plans by Neal Hill e r Engineering. Inc. Job Number 2001. Legend Temporary Benchmark O.R O. R. a. Offset Official Records Book assumed datum) PB Plat Plat BookBOW BackofsidewalkPCPointofCurvatureC/L Centerline FCC. Point of Compound Curvature d Centralor (Delta) Angle P.. C.P. Permanent Control Point CALC CalculatedPPageCBChord Bearing P.R.M. Permanent Reference Monument CD Chord R P Property Line C.M. Concrete Monument P.. O.B. Point of Beginning EL. orELEVElevationP.O.C. Point of Commencement FINAL EL. Elevation (Measured) P.l. Point of Intersection FD. FoundPPointofReverseCurvatureFin.Fl. Elev. Finished Floor Elevation PTT Point of Tangency I.P. IronPipe R Radius I.R. IronRod RED Radial Line L Arc Length REV. Residence LB LicensedBusinessRAVRightWayLS. LandSurveyorTBMaryBenchmarkTemporaryMeaMeasuredTYP. Typical N/D( N&D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Sketch of Legal Description This is not a Survey Drain by: AH Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1'- 30' Plot plan performed: 10-16-03 Foundation Survey: Final Survey: Revisions . Herx & Associates Inc. L a n d S u r v e y i n g 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 L 1 S 89°59'43"W L 2 N 89°59'43"E LOT 89 LOT 88 LI LOT 71 A- GRADING o 5.500 SO. FT. o N 7 COV . v 24 . 7 PORCH o O 15.3' O 0 O 1979 O YORKSHIRE -A & 8- SINGLE FAMILY RESIDENCE VFIN. FL. ELEV: 13.7 O LOT 70 ° a L2 DISTANCE 50.00' 50.00' M, CST LOT 87 LOT 72 185.00' iF-I - -, - - p N lrt O O C/L EL I P.C.P. - - - - N 89' 59 '43 "E Y 280. 56 P.C.P. - \ REFERENCED BEARING CIL 50' R7W) TRACT "F" CILPRIVATEROADWAY ( 50 ' R/W) TRACT "F " PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRIPTION Lot 7 1.- V E N E T I A N B A Y according to the plat thereof as recorded in Plat Book , at pages - 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 12 028 9 0035E.Dated 04117195 City of Sanford. Community Number 120294) SETBACKS: Max Coverage - 64 Front 25' Rear 20' SITE DATA Side 5 ' Corner 15- AP_ERVIO_US SO. FT. . 56, Minimum Lot Width 50' LOT S0. FT. IMPERVIOUS AREA -3.083SO.FT. Note: Bearings shown hereon are referenced to the CIL of as being S 89°5943"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H ill e r Engineering. ,Inc. Job Number 2001. Legend General Notes: Temporary Benchmark 0/S Offset Proposed1. This is a BOUNDARY Survey performed in the field on p assumed datum) O.R.B. PB Official Records Book Plat Book 2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PC Point of Curvature subsurface/aerial encroachments, if any, were located. CIL Centerline PCC. Point of Compound Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. A CALC Central or (Delta) Angle Calculated P. C.P. Permanent Control Point 4. Elevations shown hereon, if any, are assumed and were obtained from approved Chord Bearing PG. PageCB Construction plans provided by the Client unless otherwise noted, and are shown CO Chord P.R.M. P. Permanent Reference Monument LinePointonlytodepicttheproposedoractualdifferenceinelevationrelativetotheassumedpppC.M. Concrete Monument P.0. C. ofPointof Beginning temporary Benchmark shown hereon. EL. or ELEV Elevation P.O.C. Point of Commencement 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P.1. Point of Intersection Rights -of -way of record whether depicted or not on this document. No search of the FD. Fin.Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature Public Records has been made by this office. I.P. Iron Pipe PT. Point of Tangency 6. The legal description shown hereon is as furnished by client. I.R. Iron Rod R RED Radius Radial Line7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RES. Residence s Denotes 4" iron rod with yellow plastic cap marked L84937 or LS3182, or LB Licensed Business RAN Right -of -Way iron rod with red plastic cap marked "Witness Cornet", unless otherwise noted. LS. Land Surveyor TBM Temporary Benchmark 0 Denotes P.C.P. (Permanent control point) p ) Mea N/D(N&D) Measured Nail and Disk TYP. Typical Denotes Permanent Reference Monument N.R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and M Drawn by: AH survey meets the requirements o he Flo 'da Minimum Technical Checked by : DP Stan s as contained in Cha 6 G 17-6 orida AdministrM Prepared For: MORR 1 SON Sketch of Legal Descript ion Job Number: 02-017-02iou4ThisisnotaSurveyScale : 1-- 30' William A. Herx, P. L. S. Florida Registered nd Surveyor No. 3182 Plot plan p e r r om d : 10 - 16 - 03 9 Y Foundation n Survey: DaraeL. Przemieniecki, P.S.M. Registeredi7urveyor and Mapper No. 6030 Final Survey: WilliamR. Herx, P.S.M. Registered Survey r and Mapper No. 6092 Revisions Herx & Associates Inc., State of FloridaLB 4937 Herx & Dissociates Inc. L a n d S u r v e y i n g 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 L I S 89°59'43"W L 2 N 89°59'43"E LOT 89 LOT 88 LI LOT 71 A GRADING o 5.500 SO. FT. o coV.::.:.;.; , 24. 7 PORCH o O O S.3' 0 O 1979 O YORKSHIRE -A & B- SINGLE FAMILY RESIDENCE VFIN. FL. ELEV:1 3 7 Lr LOT 70 L2 DISTANCE 50.00' 50.00' W LOT 87 LOT 72 ti 0 0 CIL EL II P.C.P. N 89° 59 ' 43 "E y 280. 56 ' P c P \ REFERENCED BEARING C/L 50' R/W) TRACT F" CILPRIVATEROADWAY (50 ' R/W) TRACT F PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRIPTION.- Lot 7 1.- V E N E T I A N B A Y according to the plat thereof as recorded in Plat Book . at pages - 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 Mop Community Panel Number 120289 0035E.Doted 04117195. City of Sanford Community Number 120294) General Notes: Proposed1. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility installations, underground improvements 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. Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or X" iron rod with'red plastic cap marked "Witness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) s Denotes Permanent Reference Monument Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and M survey meets the requirements o he Flo 'da Minimum Technical Stan s as containedin Cha 6 G17-6 orida Administrative Co William A. Herx, P.L.S. Florida Registered - nd Surveyor No. 3162 Darae L. Przemieniecki, P.S.M. Registered1jurveyorand Mapper No. 6030 William R. Herx, P.S.M. Registered Survey r and Mapper No. 6092 Herx & Associates Inc., State of Florida LB 4937 SETBACKS: Max Coverage - 64 Front 25' Rear 20' ESITEDATASide5 ' Corner 15' VIOUS SO. FT. - 56% Minimum Lot Width 50'S0. FT. IMPERVIOUS AREA -3083SO.FT. Note: Bearings shown hereon are referenced to the CIL of 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. Legend m Temporary Benchmark O/S O. R.B. Offset Official Records Book assumeddatum) PB Plat Book BOWBackofsidewalkPCPointofCurvatureC/L Centerline FCC. Point or Compound Curvature A Central or (Delta) Angle P.C.P. Permanent Control Point CALC Calculated P Page CBChordBearingRP:R.M. Permanent Reference Monument CD Chord P Property Line C.M. Concrete Monument P.. D.B. Point of Beginning EL. or ELEV Elevation P.O.C. Point of Commencement FINAL EL. Elevation (Measured) P.I. Point of Intersection F. Found PRC. Point of ReverseCurvature FD.Fl. Elev. Finished Floor Elevation PT. Point of Tangency I.P. Iron Pipe R Radius I.R. Iron Rod RED Radial Line LArcLengthREV. Residence LB Licensed Business R/W Right -of -Way LS. Land Surveyor TBM Temporary Benchmark TMea Measured TYP. Typical N/ D(N&D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Sketch of Legal Description This is not a Survey Drown by: AH Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1*- 30' Plot lon performed: 10-16-03 Foundation Survey: Final Survey: Revisions . Herx & Associates Inc. L a n d S u r v e y i n g 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' LOT 89 LOT 70 CIL 50' R7W) TRACT PRIVATE ROADWAY N 89°59'43"E REFERENCED BEARING 280. 56 F CIL 50' R/W) TRACT "F " PRIVATE ROADWAY SETBACKS: Max Coverage - 64 CITY OF SANFORD Front 25' Rear 20' E DATA Side 5 ' Corner 15' VIO_US SO. FT. . 56% LEGAL DESCRIPTION.' Lot 7 1.- V E N E T I A N BA Y _ Minimum Lot Width 50' SO. FT. according to the plat thereof as recorded in Plat Book . 1 M P E R V 1 0 U S AREA - 3083 SO. FT. at pages - of the Public Records of Seminole County. Florida. Note: Bearings shown hereon are referenced to the CIL FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone -X" of as being S 89059'43"W. occordng to the Flood Insurance Rate Map Community Panel Number Vertical datum is based on NGVD per Engineering 12 0 2 8 9 0 0 3 5 E. Dated 0 4117195. construction plans by Neol H i l l e r Engineering. Inc. City of Sanford. Community Number 120294) Job Number 2001. Legend Genera! Notes: Proposed a, Temporary Benchmark datum) ois O.R.B. Offset OficialRecordsBook 1. This is a BOUNDARY Survey performed in the field on assumed PB Plat Book 2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PC Point of Curvature Subsurface/aerial encroachments, if any, were located. C/L Centerline FCC. Point of Compound Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. a CALC Central or (Delta) Angle Calculated P.C.P. Permanent Control Point 4. Elevations shown hereon, if any, are assumed and were obtained from approved Chord Bearing PG. PageCB Construction plans provided by the Client unless otherwise noted, and are shown CD Chord P.R.M. Permanent Reference Monument onlyto depict the proposed or actual difference in elevation relative to the assumedPPP C.M. Concrete Monument P. P.O.B. Property Line Point of Beginning temporary Benchmark shown hereon. EL. or ELEV Elevation P.O.C. Pointof Commencement 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P 1 Point of Intersection Rights -of --way of record whether depicted or not on this document. No search of the FD. Elev. Found Finished Floor Elevation PRC. Point ofReverse Curvature Public Records has been made b this office. Y I.P. . I.P. Iron Pipe PT. Point of Tangency 6. The legal description shown hereon is as furnished by client. 1. R. Iron Rod R RAD Radius Radial Line7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RES. Residence i Denotes %"iron rod,with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business R(W Right -of -Way iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. LS. Land Surveyor TBM Temporary Benchmark O Denotes P.C.P. (Permanent control point) Mea N/D(N&D) Measured Nail and Disk TYP. Typical Denotes Permanent Reference Monument N.R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and M S meets the requirements o the Flo 'da Minimum Technical Stan s as contained in Chag6rt6 G17-6 orida Administrative Cocjp. Sketch of Legal Description QA`-L/ \,.0/MiQM(0.l XA' This Is not o Survey William A. Herx, P.L.S. Florida Registered And Surveyor No. 3162 DaraeL. Prremieniecki, P.S.M. Registered urveyorand Mapper No. 6030 William R. Herx, P.S.M. Registered Survey rand Mapper No. 6092 Herx & Associates Inc., State of FloridaLB 4937 Drawn by: AH Checked by: OP Prepared For: MORRISON Job Number: 02-0.17-02 Scale : 1'- 30' Plot plan performed: 10-16-03 Foundation Survey: Final Survey: Revisions . CM O 5.'iNt" ORP PL, kA 'JT i' .AAFI.? CA7 dl iti Dal$E:' Job Address: Ve-zotripli'DD Of z`--t- Hio-o"e9c. jFwaFiSS; lnflin ;. y Z f 1lfislal [-i—J( PerrrlisType: ;at=Icing Flea cal es•tni'tl F'Ialr.-Iitg'i,rr•Spi Icle.,lr^:I ta,,, 1r,1 _.__—.,--. Ir'lesaxi el: NeW e s o MFS 'ilSlitio;ri lte,titia,r tlai e o3'e vise 1er", rttLew Pok, s;eelastrleg iteSicltztal No;1-esidential Re Iasr;}i Nev, Pllfrriiririg/ Pieiv CorrlrrJert faL of'Fii i_res• t Oa %tv Sevve Lines t of Cns Lines p1a m +ingJl Ieka I#esider+tltl: ofXr boseis Plumtielag Residential or Colmyteveizl OcgMfidncy Type: Res7detltial Conirtiercial Induserial I oral SclMare FO.OA e: CoristructioM Tyne: ','of Stories: £t of Dwelling tltliis: r'food Z te: (FEA 3A form t eovit ed f<rr utUs.t' Glta,te y Parcel N: (Attach Proof of'Ownership A Legvl Description) Owners Name & Address: ygg g Phone: Contractor name & Addre"' $ ATR TWAAr AM i1~nNn - - — Phone c& Fax' JAI Bonding Company- Address: Mortgage Lender: Address: y Architect/ Engineer. Phone: Fa -- Apalication is hereby made to obtain a. Pe rrut todo the work and installations as indicated. I certify that no work or installaton has commcnr=ed prior to )lie issuance ofpermitandthatallworkwillb. pry fo-,weed to nmei standards of all laws tegviatit:g Construction in this jurisdiction. l understand that a separate permit must be secured for ELECTRICAL WORY., PLLJMBR-%-, SiGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S. AFFiDAVI l: j Certify that all of the foregoing information is accurate and that all work V4 1 be ne in Banc( with ail applicar it ):'Ws rr ). il ring construction andzoning. WARNING TO OWNER FOUR FAiLUP.E TO RECORD A NO- CEOlF CO ENCE ENT MAY p-PSULi 17'2 YO V 1 A "I"NIG TWICE FORIMPROVEMEh1TSTOYOURPROPERTY. )~ YOU FN I END TOOB T AIN r` Is1ANCIN , C%NSU T WITH YOUR LENDER OR AN ATTORNEY BEFORERECORDIIVGYOURNOTICEOFCOMMENCEMENT. / NOTICE' in addition to the requirements of this permii, there maybe additional restric ons applica e o thrs pr e, 6 that Tm fo nd to the public records of this county, andtheremaybeadditionalpermitsrequiredfromothergovern„ tat a Mies such ter Ii el ent dis is, state gene.)(-, of fod('..I a! agencies. Acceptance of permit is verification that 1 %611 notify the owner of the property the requ• nts of da L* Law,,- FS 713. M1 O 1 04 Signature of Owner/ Agent Date S" ature of Conc-actor/Agent Date ROBERT G. DELLO RUSSO Print Owner/Agent' s Name PP& Contractor Asent's Name Signature of Notary - State of Flonda Date Stonature,of T o-ry-Siate of Flonda Da Owner/Agent is _ Personall., 'Known to Me or Produced ID AH' U(Al ION APPROVED BY: Bldg: Initial & Date) Zoning: Contractor/Aces:: s ersonali,\' Known to Me or Producr': ) Initial cC Date) U, ::eS: VD: ( Initial K Date) ( Im.i_ia GIDa ci! Condiiionsi MY COMMISSION # DD 212893 EXPIRES: June 14, 2007 Bonded Thru Notary P&io Undenarters CITY OF SANFORD PERMIT APPLICATION Date: Permit # : j_ Job Address: , i ie n e- ` "y-, Description of Work: ` 2 t`Vr- C Q Liming: Value of Work: $ Historic District: Permit Type: Building Electrical Mmbanical plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _ Addttron/Alteration Change of Service Temporary Pole_ Calc. Required) Mechanical: Residential Non -Residential Rep lacement New (Duct Layout & Energy 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: EMA form re aired for other than X) Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (F 9 Attach Proof of Ownership & Legal Description) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: rJr, I S " 'N V tS H ©(-,(\ t-3 Phone: Ca C-- o is N a d. --, !) r)4 to License Number: Contact Person: Phone: Phone: Fax: Address: to do the work installations as fy that no enced prior to the Applicationof as hereby made to obtain a permit andthatallworkWillbeperformedto meet standards of all laws c etgulatingreonstruction nrth rjurisd!chon. [ undeation hasrsntandthataseparateissuanceP permitmustbesecured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, an AIR CONDITIONERS, etc. he one in llOWNER' S AFFID VIT: WAR LNGat all of . the foregoing information is accurate and that all work w TO OWNER: YOUR FAILURE TO RECORD A NOTICEOF'COMdMENCEME compliance MAY RESULT IN YOUR PAYING constructionzoning. PROPERTY. 1F YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDERORAN TWICEFORIMPROVEMENTSTOYOURATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. is icable t may be found e public of NOTICE: In additions o t requirements ddtienpermrequired from other goveit, theremaybe 'trnmentalional sentrtiessuch Iaswateo mnagmeet districts, tate agencies, or federal agencies. this county, and Cher y i. verification that I will notify the owner of the property of the requ. ements of Florida Lien Law, 713. Acceptance of permitDate Signature o ctor/Agent Date Signature of Owner/Agent C 11A Print Contractor/Agent's Nara Jennifer Ahnodovar Print Owner/Agent's Name • My Commission DD272809 State of FloridaDate Sig cure of otary-State ofrida FloOF to ExpiresDecember 07 2007 Signature of Notary Owner/ Agent is _ Personally Known to Me or Contractor/ Agent is _Personally Known to Me or Produced rD Produced ID Utilities: FD: APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) (Initial & Date) Initial & Date) (Initial & Date) Special Conditions: 10-03-203 9:04AM f9Gi;lu'I Lt Ss/, Qd4% Permit # Job Addr CITY OF SANFORD PER.Mrr APPLICATON t)esenpuon of worn; Historic District: Zoning: Value of Work; S O r-S ^.:'! L Permit Type: Buildng Elmmcal Mechanical MumbiuS Fire SprinkledAlann Pool Electrical: New Sexvioc — # of AMPS Addition/Aheration Change of Service Temporary Pole; Mechaoicst Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Requirod) Plumbing/ New CommercW: # of Fixtures # of Water & Sewer Lines # ofGas Lines PluwbinVNew Residential: # of WaW Closets Plumbing Repair— Residential or Cormunmial Occupancy Type: Residential 4, Commercial Industrial Total Square Footage: Cuaatruction Type: # of Stories: L— # of Dwelling Units: Flood Zone: (1FBMA form required fur other thaa X) Lcgxi Deurlptioa) Kundiog Cwnpauy: r Address: -- --- Mortgage lender: — — Addros: _ ..... _._ Arohittet/trugiucer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenccd prior to the issuance of a permit and that all work will be performed to meet uandar& of all laws regulating construction in ibis juriWiction. I understand ttwt a scparntcpermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, KFATERS, 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 re•l;ulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y(X)h 1'h.Y M(; TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOU KbCOKDING YOUR NOTICE OF COMMENCV.MF.NT. NOTICE: In addition to the rcquimments 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 fcdcral ugcncics- Acceptance of permit is verifcation that I will notify the owner of the property nP the requirements/ of Florida7LLw, FS 7t3. Zf Signature of OwncdAgont Date Signature of ntractor/Agent Date Print Owncr/Agent's Name Signature of Notary -State of Flonda Date OwncdAgent is _ Personally Known to hie or Produced (U APPLICATION APPROVED BY: Bldg: Initial & Date) Spaci;rl Conditions: ,- Print Conuacwr/Agent's Nam azure u otary-State ofFlorida ~Date o George Stokes f MMissjon DD024871Contractor/Agent is, _ Personall)i n eCG4 s Nlay 13 2005ProducedID a Zoning: Utilities: FO: Initial & Date) (initial & Dato) (Initial & Date) TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z1979B Address 1 VENETIAN BAY Address 2 LOT 71 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANS11TPI 1 Design Loads Roof: 37 PSF Floor: 55 PSF Wind: 120 MPH ASCE 7-98 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA,FL 32703 407-299-1522 FAx: 407-299-9153 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Alpine Engineered Products Design Software Seal Date. 15-Oct-03 Truss Engineer: William M. Ranieri FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's 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: Truss ID: R1 R3 R4 R5 R6 R7 R8 R9 R21 R22 R23 R24 2PLY R25 R26 R27 V1 V2 H1 H2 H3 E1 E2 E3 c1 C2 C3 C4 C5 28 Plus Standard Details Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 12.0 4 3/16' HOLD TRIJS5E9 16• 8• W/ RAISECkI-EELS BPGK I' ON DLOOK f 1/2ON FRAME WALLS MYTH L_UV1_)_DZG0. FOOF TFU55 DIVI5101\1 2722 SOUTH APOPKA BLVD. AFOPKA, FL_ 32703 M07) 2qq - 1522 FAX ( 407) 2qq - g153 Engineering Gertificate of Authorization # g216 NOTES: I) IT F, THE MILDER5 E5PCN5BUTY TO VERIFYTRUSSPLACEMENTPLANANDTRU55 DESIGIN DRAWINGS AGAINST FIELD CONDITIONS AND DEX5N INTENT. REFERENCE SEGTON (A2n AN51/Tit H995) APPROVED- NAME (PRNT) ------___-__ DATE 2) TRU55E5 IAY T NOT DE GUT OR ALTERED INANYWAYWITHOUTPRIORAUTHORIZATIONDY SMYTH TRUSS GOCYANIY. 3) THAT ARE WT OR ALTERED WITHOUT AViHOMZATM RILL DEP.EPAFIEPOORREPLACEDATUP5TOLERS. EXPENSE 4) DAGr"W 625 OF ANY KM WILL NOT DE G"U'RED WITHOUT PRIOR REVIEW AND WRITTEN CONSENT DY SMYTH TRUSS COCPANY. ENTRY COLUMN E KNIEEWALL 0 IS' O' PL. HT. This placement plan shows the designation and relative location of each truss component andistobeusedInconjunctionwiththecorrespondingtrussdesigns. The Truss Engineer's 1ST FLOOR PLATE -.HTa 4- responsibility relative to this structure consists solely of the design of the Individual trusses, UNLESS OTHERWISE NOTED truss -to -truss connections and does not include the design of any supporting structural elements. The building design professional has final approval of the truss framing and/or truss placementplan. The desiggn of the temporary and permanent bracing, the diaphragm system, shear walls and structural elements to resisf lateral loads from wind and/or seismic activity Is the responsibility of the building design professional. Additional approval by the building William M. Ranieri, PE design professional shall include, but not be limited to, design loading, lengths, profiles, FL Lic. No. 42704 pitches and depths. DETAILS: 1) REFER TO HD 9 IXE:.01+f.£M.ATION'iFOR HANDLING, INSTALLATION, AND TENPCRAKY DRAGNGI REFER TO ENa""RED OPAWU165 FOR PERMANENT BRACING P.EOLKED2) ALL TRU55ES MCL AI , TRLP UNDERVALLEYFRAMNGIMUST DE GOAT-EIELY DE6KED OR REFER RU55 TOVALLEYTOCTAL" FOR ALTERNATE DRACNG EEMRMNTS 3) ALL VALLEYS TO DE CONVENTIONALLY FRALEDDYMILDER4) NTERIOR LOAD DEARNG WALLS ALL 100F TRUSS HANGERS TO DE Sr+FSDN HU524 OR VSP (KANT-SAG( THP24 U Llf55 NOTED OTFERVK°F_ SIMPSON USP ((ANT -SAGQ)- HUS26 OR THD26 HHUS26- 2 OR THD26-2 O - HHUS28-2 OR THD28-2 0- HHUS48 OR THD48 P - HGUS26-2 OR THDH26-2 J - HGUS28-2 OR THOH28-2 HGUS28- 3 OR THDH28-3 m - SUUR210 OR SKH21OUR O - HGUS48 OR THDH48 3)- THA422 OR MSH422 THAC422 OR MSH4221F HUC410 OR HD4101F THJA26 OR HJC26 CONTRACTOR: MOKFIc- ON HOME' ADDRESS Y01;K5HIF'E 11y/y15 - 11y/ytl K1) - IHIJ UWU FRLFAKtU rKUM LUMHUItK 1NHU1 LUAU) 6 U1MLNJ1UNJ) JUb M111tU III IKUJJ MFK. 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 11, 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) EQUALLY 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= JAU= JAU JAU— 3X8(B1) Em 3X8(B1) so 1-4-0 1-4-0 Ii 20-0-0 20-0-0 40-0-0 Over 2 Supports R=1561 U=479 W=8 R=1561 U=479 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD OTY:12 FL 1 R - Scale=.1875" Ft. WARNING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 8Y TP1 (TRUSS PLATE INSTITUTE, 683 O'ONOFR IO DR.. SUITE 200, MAOiSO N, W1 63719). FOR SAFETY- PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORO SHAH HAVE PROPERLY ATIACNED 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 4yt F cj•'. % f`v -7' [4 ' i1i0.42704 j ^ T C L T C D BC DL L L 2 0.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 4 0 7 2 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125006 S L T - E N G W M R2722SOUTHAPOPKABL.VD. APOPKA. FL 32703 o7-z9s'S22 FAx: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLINGSAND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE••, CONNECTORS ARE MADE OF 20GA ASTM A657 GR 40 GAL V. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF • S S QR••' y VS/A` t BC L TOT.LD. L 0. 37.0 0 P S F PSF SEQN 26241 D U R . F A C . 1 .2 5 FROM R HPROFESSIONALENGINEERING CERTIFICATE OFAUTHORIZATION #9218 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESFONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTFOR ANY SECTIOPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1J ` 4 May 05 '03 - SPACING 24.0" JREF 1S2I352_Z03 cly77D - LIJ/JD - KS lnia UWU rMtrAKtU rKUrl UUMrUltK INrUI ILUAUJ a U1FTtnJIuIVJ) Uomii itu UT IKuJJ mrM. 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(B1) 120 M,PH 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. 5X6= 5X6= 2.5X40 2.5X4 6 r 5X6% -, 6 5 X 6 A) (A) 9-4-0 5X6= 5X 10— 5X6— 3X8(B1) 1-4-0 1-4-0 t—s I_ 19-0-0 _Iz o ol_ 19-0-0 _I 0-070 Over 2 Support R=1561 U=480 W=8" R=1561 U=480 W=8" PLT TYP. Wave TPI-95 R IDesign Crit: TPI STD FLBC 0TY:2 FL 1 R - Scale=.1875" 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 7 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO OR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO FERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1jG 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. i N0 4Z704IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDROOFTRUSSDivisioN *? * BC DL 10.0 PSF DRW SLTUSR352 0312500) PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN.: ANY FAILURE i0 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND t l APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF Q` BC L L 0.0 P S F S L T - E N G / WM R 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE••• CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO nnn•. R'O.••• TOT . L D.. 37.0 P S F S E O N - 26233 PROFESSIONAL 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER VY ••• LIPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INQACATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NAI. - D U R F A C . 1.25 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSC0hWONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS , -+1. CERTIFICATEOFAUTNORIZATIONtA9218 COMPNSIONENT ANSECT10ICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - May 05 03 SPACING 24.0" JREF - 1S2I352_Z03 11yJlVS - 41y/y15 K4) THIS DWG PHEPAHEU hHUM COMPUIEH INPUI (LUAUS & UIMLNSIUNS) SUBMIIJLU BY IRUSS MEH. TOP CHORD 2x4 SP 2 120 MPH WIND, 13.56 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 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= 5X6a 2.5X4 % 2.5X4 5X6% 5X6 6 r 6 9-4-0 5X6= 5X8= — 5X6= 3X8(Bl) Mi ONE 1-4-0 1-4-0 y t I_ 17-0-0 _1_ 6-0-0 _1_ 17-0-0 _1 40-0-0 Over 2 Supports R=1561 U=483 W=8" R=1561 U=483 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:2 FL 1 R - Scale=.18751' 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, MA0150 N, 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 INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO Rqy fGV%` F No. 42%04 1 T C I 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 4 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125008 S L T- E N G / W M R2722SOL/TH APOPKA BLVD. APOPKA. FL 32703 407-299-1522 FAX: 407-299-9153 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 AND PAPER ASSOCIATION) AND TPI. ALPINEi CONNECTORS ARE MADE OF 20GA 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 t nsSTATEOFQ R1C:'fQ S ONai. BC TOT L L L D . 0.0 37.0 P S F P S F S E O N 26239 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #921a 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/TPITIF01 ANSECPARTTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 0 5 ' 03 SPACING 24. 0" J R E F 1 S 2 I 3 5 2_Z 0 3 llyW)b - tiyWlb - K5) 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 (B1) a 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 L1240 LIVE AND L/180 TOTAL LOAD. 5X6m 2X4III 5X6a 5 X 6 5X6 6 r- 1 6 A) (A) 9-4-0 9Xd III E Yr— 3X8 xF_ 2X4111 3X8(B1) a ry ry I 15-0-0 I 10-0-0 i_ 15-0-0 _I 0-0-0 Over 2 Supports R=1561 U=485 W=8" R=1561 U=485 W=8" LT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC la QTY:2 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 M M q T C L.L .2 0. 0 P S F R E F R 3 5 2-- 4 0 7 5 INSTITUTE, 503 D'ONOFRIO DR., SUITE 200. MADI SO N, HI 53719) FOR SAFETY PRACTICES PRIOR TO .-'Qry,_ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED :`(1F1r; F T C D L 7. P S F DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3`1iVROOFTRIISSDIVISION - IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i i110.'4Z%04 BC DL 10.0 PSF DRW SLTUSR352 03125009 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 j BC L L 0.0 P S F S L T - E N G / WM R APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S STATE OF 407. 299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .•• •{:I FAX: 407-299-9153 CONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO f / T 0 T - L D . 37.0 P S F S E Q N - 3 7 4 1 1 A <OR10,,.•• t1 EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •`•.• PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. . THE SEAL ON THIS DRAWING IND,VATESACCEPTANCE OF PROFESSIONAL ENGINEERING s//ALt DUR.FAC: 1.25 FROM RH RESPONSIBILITYSOLELYFORTHETRUSSCOM*ONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS V 44 -,. CERTIFICATE OF AUTHORIZATION #92 18 ANSI1 COMPONENT FORANSEPARTICULAR BUILDING ISTHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 0 - SPACING 24.0" JREF - 1S2I352_Z03 LIJ/JD - L17/Jb - KU) 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) Em I H I J UWh FKLV AN LU rKvrl 6UrIrUILK 11VrUl 1LU AUJ 6 UI PiLIVJ I UINZ,) JUurlI I ICU 01 IKUJJ MYK. I!w 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED r 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. 5X6= 2X4III 5X6= 5X6 5 X 6 9-4-0 9YAIII 5X6= zxa- FVC= ?YAIII 3X8 (B1) e 1-4-0 1-4-0 H 'may' I_ 13-0-0 _I_ 14-0-0 _I_ 13-0-0 ,I 40-0-0 Over 2 Supports R=1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:2 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 7P1 (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200. MADISO N, XI 57719), - FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE.. 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 RA_ t F Cw'•, // jG "TT%`0-CC j tj No. 42704 i T C - T C BC L L - D L DL 20 . 7 . 10. 0 0 0 P S F P S F PSF R E F R 3 5 2-- 4 0 7 6 SMYTH LUMBER CO. Fi00FTRUSSDIY1510N DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125010 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-2991522 FAX: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. - THIS DESIGN CONFORMS XITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR 40 GAL Y. STEEL, EXCEPTEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I STATE OF Q" S A f tVOR10 `,•,' yCVOn y NAr B C TOT.LD. L L 0 . 37.0 D P S F PSF S L T - E N G / WM R SEON 37415 D U R F A C . 1 . 25 FROM R HPROFESSIONALENGINEERING 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 0E- THIS CERTIFICATE OFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. May 05 '03 SPACING 24.0" JREF 1S2I352_ZO3 LIyW)i - IIVIv5 - K/ ini3 unu rnrrAm L.0 rMuri urwuitK itirui I,LVNU3 a u1r1Cn3IVIX3) 3u01-11 11LU 0f ,nuaa - 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. muc-Blim 6 X 6 =_ 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. 5X6= 2. 5X4 = 6X6= 2X4S 2X4r- 6 r— 6 9-4-0 5X6= 3X8= 5X6= 5X6= 3X8 (B1) t4-0 1-4-0 I 11-0-0 I 18-0-0 I_ 11-0-0 _ 40-0-0 Over 2 Supports R=1561 U=489 W=8" R=1561 U=489 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:1 FL - 1 - R - Scale=.1875" Ft. WARNING"` 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 7 7BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI -(TRUSS PLATE INSTITUTE-. 583 D'ONOFRIO DR.. SUITE Z00'. MA N, WI 53719J, FOR SAFETY PRACTICES PRIOR TO Z FI•••. _ - 7PERFORMINGTHESEFUNCTIONS. UNLESS O7HERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED a` : (P, t T C D L / . D P S F DATE 0 5 / 0 5 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1ttfG t ROOFTRUSSDIVISION ""IMPORTANT•" FURNISH A COPY OF THIS DESIGN TO, THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.42704 : BC DL 10.0 PSF. DRW SLTUSR352 03125011PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN Y DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND 7C B C L L O . 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 STATE OF / 407-299-1 522 - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S d` Pf` L:I PSF 4O7.299-91 53 - CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 C,ALV.STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Q R,Qf,• TOT. L D . 37.0 P J F S E O N - 37023 EACH FACE OF TRUSS, AND UNLESS OTHERWI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PE0.n••••" PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING {{71 Np` D U R . F A C . 1.25 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMOONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORI7ATiON #9216 CCOMPONEPN199SECTION TFORANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 SPACING 2 4. 0° J R E F - 1 S 2 I 3 5 2_Z 0 3 Lly/yt5 - Lly/yli - Kb) TOP CHORD 2x4 SP #2 :12, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED r 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 k 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. 5X8= 5X6= 2. 5X4 = 5X8= 2 X 4 T2 T3 2X40 6 r— A) 6 71 5X6= 3X8= 5X6= 5X6= 3X8(B1) = 3X8(B1) 1-4-0 1-4-0 ty y I. 9-0-0 _1_ 22-0-0 _I 9-0-0 I 40-0-0 Over 2 Supports R=1561 U=491 W=8" R=1561 U=492 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'0 NOFRIO DR „ SUITE 200. MADISON, WI 53119).. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION —IMPORTANT— NC 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 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SNIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299.1 522 SPECIFICATION PUBLISHED BY 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 TOFAX: 407-299.9 153 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 ENGINEERINGPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORIZATION #9218 COMPONENT FOR ANY. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. t i No.442704 's 1 7f = 7 STATE OF r' May 05 '03 TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 1 Scale=.1875"/Ft. REF R352--4078 DATE 05/05/03 D R W SLTUSR352 03125012 SLT-ENG WMR SEON 37406, FROM RH JREF 1S2I352 ZO3 LIJ/yn - LIJ/7n - KJ 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. 5X6= 3X6 2X4III 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. 7X6 2X4III 3X6= 5X6= 114*.irliqirm6r- i- VEM Ihomp"aw 3X8= -- - rl 6X8= WSW 6X8= 3X8= imi 3X8(B1) I - 4 0E 15-8-0 _I .may 7-0-0 1 26-0-0 t_ 7-0-0 _l LE 40-0-0 Over 3 Supports '1 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 0TY:1 FL 1 - R - Scale=.1875" Ft. WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M T C L L 20. 0 P S F R E F R 3 5 2-- 4 0 7 9BRACING.. REFER TO HIS-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 70 t+•• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED _ : 4j.•. F 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. _tf % ( ROOF TRUSS DIVISION -IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t NO.42704 : BC DL 10.0 PSF DRW SLTUSR352 03125013PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO * S ,_L_ _ 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND STATE OF t B C L L 0.0 PSF S L T - E N G / WM RAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN. CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S l," 407-299-7 522 SPECIFICATION PUBLISHED BY THE AMER FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S ( A .' Ly CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO O R,Q [ TOT . L D . 3 7 ..0 P S F S E Q N - 37404 FAX: 407-299 91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •••~' ~• PROFESSIONAL ENGINEERING DRAWINGS I60 A-Z. THE SEAL ON THIS DRAWING INO ATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `ps 011Ia D U R . F A C . 1.25 FROM R H RESPONSIBILITYSOLELYFORTHETRUSSCOiF'O WENTDESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y 05 SPACINGANSI/TPI1-1995 SECTION 2. S E E ABOVE, J R E F -l S 2 I 3 5 2 Z 0 3 LIJ/yD - L17/7D - KKI) Il . 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. INIZ) UWU YMCYAM CU rMUI'1 LUPIYU ICK 11YYU 1. (LUAU3 N U11-1r1131VIV3J 3UDr11I ICU OI IMV33 mr M. a j 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 FT FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD 5X6 3X8= 5X6= 3X8= 5X6= 2.5X4 % 2.5X4 6 r 1 6 0-8-0 2X4III +9-4 0 5X6 (R) III 2X4 III' 5X6 (R) III 5X8= 2 X 4 III6X12= 3X8(131) = 6X12= 2X4 III 3X8(131) 1-4-0 1-4-0 ty ry I 11-0-0 _1— 18-0-0 _1— 11-0-0 _IE 19-4-0 20-8-0 I 40-0-0 Over 2 Supports _I R=1561 U=671 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD 1 a OTY:1 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 11119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 1"7/j iGtSMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OFTHISDESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ROOFTRUSSDIVISIONFAILURETOl No. 42704 ; 2722 SOUTH APOPKA BLVD. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY PRSC. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 407- 299.1522 BRACNG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICA8LE PROVISIONS OF NOS (NATIONAL DESIGN ISPECFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GAASiM A653 GR40 GAL V. STEEL, EXCEPT AS NOT,D. APPLY CONNECTORS TO 1 STATE OP r rtFAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THI5 DESIGN, POSITION CONNECTORS PER Q R10.' `l DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING v jANM PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORFIATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. - M a y 05 R= 1561 U=671 W=8" FL/-/ l/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT. LD. 37.0 PSF DUR- FAC. 1.25 SPACING 24.0" Scale=. 1875"/Ft. REF R352--4080 DATE 05/05/03 D R W SLTUSR352 03125014 SLT- ENG WMR SEON 26254 FROM RLW JREF 1S2I352 ZO3 Lly/yt3 - LIVIylb - KCC IRIS DWb PKtMARtU CHUM CUMPUIER 1NPUI (LOADS & DIMENSIONS) SUBMIlIED BY MUSS MR. 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. 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 FT FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8= 2X4111 3X8= 5X6= 3X4= 6X6= 2X4 2X4 6 r 1 6 0-8-0 9YA III 5X8= 6X12 " 8X12= 7X8= 5X6= 3X8 (Bl) = 2X4 III 2X4 III 3X8 (B1) 1-4-0 1-4.0tyty 9-0-0 22-0-0 9-0-0 12-0-0 7-4-0 20-8-0 IE 40-0-0 Over 2 Supports R=1561 U=676 W=8" R=1561 U=676 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD a OTY: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 INSi1TUTE. 50J D'ONOFRIO DR.. SUITE 200, MAD ISO N, WI 53719J, FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS DTHENWISE INDICATED, fOP CHORD SHALL HAVE PROPERLY ATTACHED M Ai7'/i/ 0.'F Cw T TC T C L L D L 20. 7 0 0 P S F P S F R E F R 3 5 2-- 4 0 8 1 _ DATE 0 5 0 5 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C R i DRW SLTUSR352 03125015ROOFTRUSSDIVISIONIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED fff AiNo•42704 S BC DL 10.0 PS.F SOUTH APOPKA PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 j7C S L T - E N G WM R2722BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH 1PI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN B C ILL, 0.0 P S FAPOPKA,FL 32703 407-299.1 522 NATIONAL SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - Q,L STATE OF %/ j S Af•ICONNECiORSAREMADEOF20GAASTAEN3GR40GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ems O R,0 S . TOT L D. 3 7. 0 P S F S E 0 N 26251FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DUR.FAC. 1.25 FROM RLW' DRAWINGS 1G0 AZ. THE SEAL ON THIS OR AWING INC iC ATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS X CERTIFICAT-E OFAUTHORIZATION #92 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. May 05 SPACING 24.0" JREF 1S2I352_Z03 ciyYyr3 - ciy/y1s - rcc.s s TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W8, W9 2x4 SP #2: IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. I H I J UW6 VKtFAKtU tKUM I,UMNUItK 1NVUI (LUAU) to UIMtNJ1UNJI JUISM11ILU f3T IKUJI MI-M. 100 MPH WIND SBC or 120 `MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT.,ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8= 2X4111 3X8= 5X6= 3XIS 2.5X4= 5X8= Im mm imr P ppppppp I 4X6(R) III 6X12= 8X12= wy 5X12= 5X6= 2X4 III v 3X8 (B1) = 2X4 III 2X4 III 3X8 (B1) 1-4-0 1 4 0 7-0-0 26-0-0 7-0-0 12-0-0 7-4-0 20-8-0 40-0-0 Over 2 Supports R=1561 U=681 W=8" R=1561 U=681 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD 0TY:1 FL 1 R - 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 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERRISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT NC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT OE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN FAILURE 70 Q IF c'• j r1``Y4i'- 'T 7d i (iIO.42704 T C T C BC L L - D L DL 2 0.. 7.0 10.0 0. P S F P S F PSF R E F R 3 5 2-- 4 0 8 2 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125016 2722 SOUTH APOPKA BLVD. 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 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 PERs/A A C STATE OF 1 A R.Q B C TOT L L L D . 0.0 37. 0 P S F cPS F S L T - E N G / WM R S E O N 26248 D U R F A C . 1.25 F R O M R L WPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN. THE SUI TART LITV AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. YY i May 05 '03 SPACING 24.0" JREF 1S2I352_ZO3 LPJPJb - LIVIytb - KL4 CYLT) 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) TIC 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 TIC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.61" DUE TO LIVE LOAD AND 0.53" DUE TO DEAD LOAD AT X = 19-5-12. INI3 UWU rnLrANLU rNUrl k-UrirUItN IIVI'llI LUAU3 G UIMtfN3TUPV3) )UbMIIItU UT IKU33 rirn. 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 IN 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 6X6 3X6 2X4111 3X8= 5X6= 3X6= 2.5X4= 2.5X4= 5X6= 31MEMp4gApw I- 2X4 III 7X8= 8X12= L T 8X12= W115X10= 2.5X4= 6X8= 2X4 III v 3X8 (B1) = 2X4 III 2X4 III 3X6 (A1) 1-4-0 1-4-0 5-0-0 30-0-0 5-0-0 12-0-0 7-4-0 20-8-0 40-0-0 Over 2 Supports 'I R=2780 U=808 W=8" R=1680 U=652 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:1 1 R - Scale 1875" Ft. WARNING** WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TO HIB91 (HANOU NG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 683 D'ONOFR IO DR., SUITE 200. MAD N, WI 53719), FOR SAFETY PR ACTiC ES PRIOR TO'*tPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEO M /Q IFICw 1%' FL TIC TIC L L D L 2 0.O 7.0 P P S F S F R E F R 3 5 2-- 4 0 8 3 DATE 0 5 / 0 5 / 0 3SMYT'H LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I DRW SLTUSR352 03125017TRUSSDIVISIONIMPORTANT** FURNISH A COPY OF iH13 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE ER EO t N0.442704 : BC D L 10.0 PSFROOFPRODUCTS. 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, B C L L 0.0 P S F S L T - E N G / W MRAPOPKA, FL 32703 407-299-1 522 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE ARE MADE OF 20GA AS TM A653 GR40 AS NOTED. TO 5TATE OF tQ` S Q,r tvO TOT. L D 37.0 P S F S E Q N 37448 FAX: 407-299-91 53 CONNECTORS GALV. STEEL. EXCEPT APPLY CONNECTORS EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R1O,•• aV S/ ONAL% D U R F A C 1 FROM R L W DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INNCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOiAPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS T 25 CERTIFICATE OF AUTHORrZAT10N #9218 COMPONENTSF01995ANY SECiRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y05 SPACING S E E A B O V E J R E F 1 S 2 I 3 5 2_ Z 0 3 Lly/!Ib - Lly/Vb - KL5) s, 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 3X6(B1) = I HIS UW6 PKLPAR LU FKUM CUMPUILK 1NFU I (LUAUS 5 UIMLNSIUNS) SUbMIIILU bT IKUSS MFK 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 5X6= 2X4111 5X6= El r 6f 6 9- 4-0 2X4III 2X4III 3X6 ( A1) L1- 4-2 j 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 QTY:1 FL - 1 R - Scale=.3125" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MAD N, WI 53719), FOR SAFETY PRACTICES PRIOR TO p••FI PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP'CHDRD SHALL HAVE PROPERLY ATTACHED JG'4'- STRUCTURALPANELS. BOTTOM CHORD SHALL HhVE A PROPERLY ATTACHED RIGID CEILING. R" 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 C. q '. F ND. 42704 TIC L L TIC D L BC DL- 20. 0 7. 0 10. 0 P S F P S F PSF R E F R 3 5 2-- 4 0 84 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125018 2722 SOUTH APOPKA BLVD.- 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 AM" ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR41 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLES S OTHERWISELOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 STATE OF t s iaR p: , e'a,, V r NAt BC L L TOT. LD. 0.0 37.0 P S F PSF S L T - E N G / WM R SEQN 37482 D U R . F A C . 1.25 FROM R H PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHORI]LATION #9218 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. May 05 '03 SPACING SEE ABOVEJ JREF IS2I352_ZO3 Lly/ytS - li'JlV5 - KLb) I H I J UWU PKtFAHtU rKUM UUMNUItH INFU I (LUAU) & UIMtNJ1UNJ) JUtlP1111tU bT IHUJJ MFK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= 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 2X4 III 2X4( Al) = 2X4 (Al) L< 1-4-oYc-0-,J Q-0-1-4-0>J L. 4-4-0 _I_ 4-4-0 _I LE 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 Desi gn Crit: TPI STD FLBC 19 a OTY:4 FL 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; SB3 D'O NOFRIOR. SUITE 200, MAD ISO N, WI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDZIPI M M R, Aq- T C T C L L D L 20. 0 7. D P S F P S F R E F R 3 5 2-- 4 0 8 5 DATE 0 5/ 0 5/ 0 3 SMYTH .LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3 f VF •i DRW SLTUSR352 03125019 ROOFTRUSSDIVISION - IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED l 1NO.42704 •+ 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 APOPKA. FL BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 7 B C L L 0.0 P S F S L T - E N G WM R 32703BY THE 1 STATE OF 407-299-1522 SPECIFICATION PUBLISHED AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ti A. r e FAX: FAX: 407.299-9153 i0 OFZUNLESSTOTHERWISE4LOCATEDASPOSITION0 RID . - T O T. L D. 37.0 P S F S E O N 37382 ONETHISEOESIGNXCEPTEACHEFACESOFRTRUSSEANDCONNECTORSNPERORSs' r I D U R F A C. 1.25 F R FROM RH PROFESSIONAL ENGINEERINGDRAWINGSI16 0LI AS THE SEAL ON THIS DRONING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Als// I CERTIFICATE OF AUTI-IORIZA710N #9219 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05- ANSI/TPI1-1995 SECTION 2. SPACING 24.0" JREF 1S2I352_ZO3 L17/7D - L17/7O - ttL/J I M I J UWU YKLFAKtU YKUM LUMYUIth INYU1 kLUAUJ & UIMLNJ1 UIYJJ JUUFlIIItU by IKUJJ MtK. TOP CHORD 2x4 SP #2 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** r 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= 15-0-0 ZX4 (Al) 4 (Al) L<1-4-0-0-y Q-0 1-4-Oy I_ 3-0-0 _L 2-8-0 _L 3-0-0 _I 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 Design Crit: TPI STD FLBC OTY:1 FL 1 - R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLI-NG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE iNSTI TU 7E. 683 D'ONOFRIO DR., SUITE 200, MAPISO N, NI 53719). FOR SAF EIY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 'INDICATED. TOP CHORD SHALL HAYE 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 N07 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A iGV T" t O 4•z704i ;N T C T C . BC L L D L DL 20. 7 10.0 0 P 0 P PSF S F S F R E F R 3 5 2-- 4 08 6 SMYTH LUMBER CO. ROOFTRu55DIYISioN DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125020 SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA, FL 32703 - 407-299-1 522 FAX: 407-299-91 53 BUILD THE TRUSSES ]N CONFORMANCE NI THTPi; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER[CAN FOREST AN1) PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 i sSTATE OF r; 011O '• Na t{. BC T O T LL L D . 0. 0 37. PSF 0 P S F S E O N - 37391 D U R F A C . 1 .2 5 FROM R H PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHORIZATION#9218DRAWINGS 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 ANY COMPONENTJTPI SECTIOPARTICULARBUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03 SPACING 24.0" JREF - 1S2I352_Z03 LIJIJU - LiJ/JO - vl TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 6 F-- 3X4m 2X4(D1) = --1 6 2X4 (D1) 16-6-3 i< 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 1J r VI LIB. LL Vi1UJ JJ I III I .• 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 QTY:1 FL - 1 R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND - R T C L L 20 . D P S F R E F R 3 5 2-- 4 0 8 7BRACING. REFER TO NIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE •/,,_ I NSTORUTE, 583 D'O NOFRIO DR., SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO G IFIC; T C D L 7. 0 P S F DATE 0 5/ 0 5/ 0 3PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t 0 % / - ROOFTRLISSDIVISION _IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.42704 BC DL 10.0 PSF DRW SLTUSR352 03125021PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO AA2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND ; B C L L 0.0 P S F S L T - E N G WM RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S STATE OF i / 407-299 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCiAT10N) AND TPI. ALPINE S•iQ .f I FAX: 407-299-9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO VVV QR10•,.• TOT . L D . 37.0 P S F S E Q N - 37427 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 • L RESPONSIB iL IT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NALE , D U R . F A C . 1 .2 5 CERTIFICATE OF AUTHORIZATION 89218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 ANSE/TPI 1-1995 SECTION 2. SPACING 24.0 JREf - 1S2I352_Z03 Lly/yt5 Llywjb - VL) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X4= 6 F— 16 2X4 (D1) 2X4 (D1) 15-6-3 2 X 4 Ili 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 I H I b UWU HKtNAKtU YKUM LUMYUILK I YUI (LUAU) 5 UIMtNJIUNJ) JUUMIIILU MT IKUJJ MI-K 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-95 R Design Crit: TPI STD FLBC 0TY:1 FL 1 - - R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. . REFER TO HIB-91 (H hNDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERIY ATTACHED fGSTRUCTURALPANELS, 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 Rq, a F(,'•w•'•• No•42704 T C T C gC 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 88 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125022 SLT-ENG WMR2722SOUTHAPOPKABLvD. APOPKA, FL 32703' FAx:407.299-9153 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 CONNEC TORSIAREPMADEUS ISOFD ZOGATASTMMA657AGR 40RESTGALVANSTEELER EXCEPTI ASINOTED ND TAPFLYACONNECTORS TO EACH FACE OF TRUSS, AND UNLESSOTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERPROFESSIONAL STBC S.', 407-299-1522 j TOT.LD. L L 0.0 37.0 PSF PSF SEON 37425 U R F A C . 1.25ENGINEERING CERTIFICATE DFAUTHD111N 11111 DRAWINGS 160A-Z:THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OFPROFESSIONAL ENGINEERING 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 2. 0D May 05 '0 3 SPACING 24.0" JREF 1S2I352_ZO3 L IJ7yD - LIJ/J0 - MI IM1J u.Nu rKtrAKLu rKUM LUMrUltK INNUI (LUAU) & U1MtNJ1UNJ) JUHM11ILU 5Y IM>b MFN. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 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. 1 -10-3 R=210 U=247 3-9-14 0 R=345 U=180 L< 1-10-10 9-11-9 _I 9-10-13 Over 3 Supports. R=404 U=320 W=11.314" PLT TYP. Wave TPI-95 R Desi n.Crit: TPI STD FLBC 0TY:2 FL - 1 - R - Scale =.375" Ft. WARN TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HI1-91 (HANDLING INSTALLING AKI BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONOFRIO DR., SUITE DO. MAD IIO . NI 53719), FOR SAFETY PRACTICES PR[OR TO FERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED RA - Q'IFI C+. f• .' ['' T C T L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 4 0 8 9 DATE 0 5 O 5 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G 1. DRW SLTUSR352ROOFTRussDlvlsloNIMPORTANT"• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED iii N0. 42%01 BC DL 10.0 PSFFRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 03125023 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TP OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF Q` BC LL 0.0 PSF SLT-ENG WMR 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE S A- FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA 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 0 R:O•.•'A TOT. L D . 37.0 P S F S E O N 26243 D U R F A C 1.25 FROM0M R HPROFESSIONAL DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDiKATES ACCEPTANCE OF PROFESSIONAL ENGINEERING4ENGINEERING CERTIFICATE OFAUTHORIZATION #92 18 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 2. - May 05 '03 -- SPACING SEE ABOVE JREF 1S2I352 Z03 L1N/Nti - L1N/NIS - t1CJ J TOP CHORD 2x4 SP #2 F BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 4-11-8 SETBACK JACKS WITH NO WEBS. 0-4-3 LE 1-10-io s1E 7-0-14 _I i-E 7-0-2 Over 3 Supports R=261 U=180 W=10.567" I IY13 um, rnLrmmcu rn vri vrirvi n iirrui 1 uHu a viric ir i vr 7 ii nv r r 120 MPH WIND, 20.06 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 L/240 LIVE AND L/180 TOTAL LOAD. 21-4-1 R=181 U=180 2-9-14 14 R=76 U=180 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:3 FL 1 - R - Scale =.375" Ft. WARNING"* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE M R r`•.VtQ('t T C L L 20.0 P S F R E F R 3 5 2-- 4 0 9 0 INSTITUTE, 583 D'ONOFR IODR., SUITE 200. MADISO N, NI 53719), FOR SAFETY -PRACI ICES 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 F iG(i- i tti No. 42704 1 T C D L BC DL 7.0 10.0 P S F PSF DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 03125024 S L T- E N G / W M R2722SOUTHAPOPKABLm. APOPKA, FL 32703 407-299-1522 FAX: 407-299,91 53 BUILD THE TRUSSES IN CONFORMANCE WITH I1; 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 Ai1CONNECTORSAREMADEOF20GAASTMA653GR40GAL . STEEL. EXCEPT AS NOTED. APPLYCONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S OF Q Q:r (V P •y R.•' t1 BC L L T 0 T . L D . 0.0 3 7.0 P S F P S F S E O N - 37433 DU R . F A C . 1 25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORrLATION #9218 DRAWINGS 160 A- Z.- THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH,WN. 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. QQ 4 M ay 05 ' 03 1 SPACING SEE ABOVEJ JREF - 1S2I352_Z03 Lly/ytb - Lly/JtS - t13 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. 4.24 r— IT 7 3 U=180 0-4-3 1-9-14 Llo-0 R=95 U=180 2X4(A1) I M1J uwu rntrAKtu -Ku in I,uriruirK iiVl'UI (LUAU) & U1l"It IN J ILINZ,) DUbl-ll I ItU 01 IMUJJ PIr K. 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 L/240 LIVE AND L/180 TOTAL LOAD. l< 1-10-10 >l<1-5-11>L--2-9-4—>j 4-2-3 Over 3 Supports R=335 U=241 W=4.95" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 19 a 0TY:2 FL - 1 R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M pw T C L L 20. 0 P S F R E F R 3 5 2-- 4 0 9 1BRACING. REFER TO HIB-91 (HANDL-ING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE: 503 D'ONOFRIO DR., SUITE 200, MAUISON' NI 53719), FOR SAFETY PRACTICES PRIOR TO THESE FIINCTIONS. U- S OTHERWISE INO ICATED, TOP CHORD SHALL HAVEFROPERLY AT7ACHED'•-I/6F:..•••IryPERFORMIN6TCDL7.0 P S F DATE 0 5 / 0 5 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f4` %• ROOF TRUSS DIVISION INC. SHALL N07 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i N0.42704 BC DL 10.0 PSF DRW SLTUSR352 03125025 2722 SOUTH APOPKA BLVD. PRODUCTS, BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN B C L L 0 . D P S F S L T - E N G / W M R 407-299-1522 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 Y STATE OF Q1 ( ,{ P• `w`' T 0 T L D 37. 0 P S F S EON 37389FAX: 407-299.91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSIT ION CONNECTORS FERe DRAWINGS 160 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEF TANCE DF PROFESSIONAL ENGINEERINGVs/0 a,0 R O.••• D U R F A C 1 5 FROM u ; RPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS X . . 2 11 CERTIFICATE OFAUTHOREIATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER mayy O 5 SPACING SEE ABOVE JREF 1S2I352_ZO3ANSI/TPI 1-1995 SECTION 2. LIJ/Jb - LIJ/Jb - Ill TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. I MIJ UWO rttCYAMCU rMum Lu PlruItM 1PIruI (LUNUJ n U1 rI nYa L UIVJ) IICU oI IMUdJ rlrn. i y 120 MPH WIND, 11.06 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. ` A DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1 -10-4 R=163 U=180 3-10-3 0 R=73 U=180 LA4 A1) = Le1-4-01 7-0-12 L 7-0-0 Over 3 Supports> R=363 U=251 W=8" PLT TYP. Wave TPI-95 R Design 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 BRACING. 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 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 FAILURETOI BUILDTHETRUSSESINCONFORMANCEWITHTPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE AMER ICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE EACHEFACECT S0FRTRUSSE ANDOF 2OWLESS0 GA TOTNERNISE40OCATEDGAL - ONETHISEDE5IGNXC PTASPOSITDION CONNECTORSNPERORS TO M A Ir J'•• IF•'• F JG T• No.42704 j STATE OF i4 O R,Of•.r V T C T CBC BC TOT L L D L DL L L L D. 20. 0 7. 0 10. 0 D 37.0 P P PSF O P P S F S F S F S F R E F R 3 5 2-- 4 0 9 2 S MYTH LUMBER CO. ROOF TRIJSSDIVISION 2722 SOLITH APOPKA BLVD. APOPKA, FL 32703 407.299l 522 FAx: 407-299- 91 53 DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125026 S L T - E N G WM R S E Q N - 37417 D U R F AC . 1 . 2 5 F R 0 M R H PROFESSIONAL ENGINEERING DRAWINGS160A- Z. THE SEAL ON TH15 DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU ITABILITV AND USE OF THIS p S P A C I N G 24. 0" J R E F 1 S 2 I 3 5 2_Z 0 3 CERTIFICATE OF AUTHORIZATION #9216 ANSIONENT1FOR ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 tLIJ/JO - LIJIJO - L,-- TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 -10-4 R=108 U=180 2-10-3 0 R=48 U=180 I m I J uwu rntrwrtu rnvM LumvUItN 1NFU .I (LUAU) N UIMtNJILINZ)) JunMI Iltu DI IItuJJ MrK. 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/180 TOTAL LOAD. L< 1-4-011. 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. 587 O'ONOFRIO DR., SUITE 200. MADISDN, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TIFI C'• % lr'.e T C L L T C D L 20. 0 7. 0 P S F P S F R E F R 3 5 2-- 4 0 9 3 D ATE 0 5 / 0 5 / 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, 10 • IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.4 2]04 ROOFTRUSSDIYISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S :* BC ,DL 10.0 PSF DRW SLTUSR352 03125027 2722 SOUTH APOPKA BLVD. APO PHA, FL 32703 407-299 1 522 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 DELP SIGN PUBSO ED20GATASTMMA65JER AGR AND TAPP ANSTEELER STATEOF tLQ BC L L 0.0 P S F S L T -E N G / W M R r r FAX: 407- 2999153 40RGAL VST CONN EC ToAT ARE EEXLEPTIASINOTEDLYACONNECTORSTOEACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 4 v S NAI. TOT. LD. 37. 0 PSF SEON - 37435 D U R . F A C . 1.25 EI FROM R II ; PROFESSIONAL ENGINEERINGDRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHOR17ATION #92la RESPONSIBILITY SOLELY FOR THE TRUSS COA4PONEN? 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 2. - May o5 '03 - SPACING 24.0" JREF - 1S2I352_ZO3 LIJ/Jb - LlyYyD - is 4n TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. lTo - 4 U=180 1-10-3 n-0 R=23 U=180 L<1-4-011--3-0-12-->j 3-0-0 Over 3 Support R=234 U=180 W=3.5" INIJ UWG FKtf AKtU YKUM LUMYUItK UVNUI (LUAU) 6 U1Mt NV.1UNJ') JUt3MIIItIJ by IKUJJ MFK. 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. 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 AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'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. 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 TOs BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING DF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS DF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCHATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA MAST A653 GR90 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 1 .•Q IFIC f- ic; T. 2aT r N0 427 4l lSTATEOFAf ( O R,O `,•f c .(.., c`sI NA1. T C T C BC BC TOT.LD. L L D L DL L L 20.0 7.0 10.0 0.0 37.0 P S.F P S F PSF P S F PSF R E F R 3 5 2-- 4 0 9 4 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA 6LVD. APOFKA, FL 32703 407-299.1522 FAx: 407-299-9 153 DATE 0 5 / 0 5 / 0 3 DRW SITUSR352 03125028 S L T- E N G/ W M R SEON 37379 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OFAUTHORIZATION #9218 DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R E SPON.S IBI LOTY SOLELY FOR THE TRUSS -COMPONENT DESIGN SHOWN. THE SUITABILITY ANO U5E OF THIS. COMPONENT FOR ANY PARTICULAR BU ILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI)TPI 1-1.1 SECTION 1. May o5 '03 SPACING 24.0" JREF 1S2I352_Z03 Ll`1/yt5 - Lly/yti - l,l Into urvu r L—mcu rnvri uvrlrui[n iilrul LLUMUO a virinl3-1101 3v uri.iiLu UT nvoa TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. i1-10-4 R=108 U=180 2-10-3 R=48 U=180 L<1-4-0-1 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 =.375" Ft. WARNING""' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 183 D'ONOFRIO DR., SUi TE 200. MADISO N. WI 53719), FDR 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 DEV[AT ION FROM -THIS DESIGN; ANY FAILURE TO R t F C•••, / 4.• 1TGiN0.42704 T C T C BC L L D L DL 20.0 7 1D. 0 D P S F PSF PSF R E F R 3 5 2-- 4 0 9 5 DATE 0 5 / 0 5 / 0 3 S MYTH LUMBER CO. ROOFTRuSSDIwsION DRW SLTUSR352 03125029 S L T - E N G / W M R2722SOLITHAPOPKABLvD, APOPKA, FL 32703 407 299-1 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TF I; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERIC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 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 STATE OF j Q• 4^ it., 4 Rio,•• BC TOT. L L L D . 0.0 T— 37.0 P S F P S F S E O N r- 36911 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INMATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SECTJOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERANSIONENT1FOORANY NALE M a y 05 ' 03 SPACING 24. 0" J R E F 1 S 2 I 3 5 2_Z 0 3 Lly/y)b - Ll'i/ylb - ue I H Ib Uwu FKtrAKtU I-KUPI LUMPUItK INPUT (LUAU) Y UIPItNJiLINJ) 3U011IIitU III IKUJJ PlrK. TOP CHORD 2x4 SP #3 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ,+ BOT CHORD 2x4 SP #3 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. W. p ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1T10 4 R-47 U=180 1-1I0-3 9i- 0 R=23 U=180 Lc1-4-011.-3-0-12--->j 3-0-0 Over 3 Siorts R= 234 U=198 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:9 FL 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'ONOFRIO DR., SUITE 200, MAUL SO N. NI 53719J, FOR SAFETY BYFRACT ICES PR fORTD 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, e - QtlFl('• F NO. 4270f{ T`, T C BC L L D L DL 20 7 10. 0 0 0 P S F P S F PSF R E F R 3 5 2-- 4 0 9 6 SMYTH LUMBER CO. ROOF TRUSSDIYISION DATE 0 5/ 0 5/ 0 3 pRW SLTUSR352 03125030 S L T - E N G / WM R 2722SOUTHAPOPKASLVD. APOPKA, FL 32703 407- 299-1 522 FAx: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS Wi TH APPLICABLEPROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHEU BY THE AMERICAN FOREST AND FAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA 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• STATE OF • Q S Pf'` V VVV QR,Q•.• BC T 0 T L L L D . 0 37 0 0 PSF P S F S E QN 3743 7 D U R F A C . 1.2 5 F R 0 M R H PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHORIZATION #9218DRAWINGS 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 FO R. ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 Y11TIBN 2. s/QNA1. May 05 ' us SPACING 24.0." JREF 1S2I352_103 L19/9b - 119/9b - l:i I Nib UWb PREPAREU FHUM COMPUIER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6(- 2X4 (A1) 0 4 961804 9-4-0FR= U=180 L<1-4-0 1-0-12 1-0-0 Over 3 Supports R=247 U=280 W=8" 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. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC TY:13 FL - 1 R - Scale =.375" Ft. WARNING"t TRUSSES REOUIRE EXTREME CARE IN.FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATEOn..4 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED IF)(' i.•'[' tr b T C T C L L D L 20.0 7. P 0 P S F S F R E F R 3 5 2-- 4 0 97 DATE 0 5/ 0 5/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, B0TT0M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. rlfGiN0, 42704 666 DRW SLTUSR352 03125031ROOFTRUSSDiVIS10NIMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F RODUCTS, INC. SHALL NOT OE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. APOPKA. FL. 32703 BU IED THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGR CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF t B C L L 0.0 PSF S L T - E N G / W M R 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOT,D. APPLY CONNECTORS TO A TOTT0T L D . 37.0 P S F S E 0 N 37439FAx: 407-299-91 53 EACH FACE OF TRES5. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ttt777 S NAL D U R F A C 1.25 FROM R HDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDVCATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION#9218 RESPONSIBILITY SOLELY FOR THE -TRUSS CO7MPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT 1 FOR ANYSECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03 SPACING 24.0" JREF 1S2I352_Z03 LlyIlVb 41y/y[5 - L,4) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 6 +ld 27 4 IIR0 U=180 1-1II0-3 q 11 0 R=30 U=180 2X4(A1) 3-0-12—>j 3-0-0 Over 3 Su orts R=123 U=180 W=3.937" I HIZ, UIVU rMtrAMtU rMUM 6UMf UILK IIlFUI ILUAU Z, N UIMtIVJ I UNZI) JUt3rLII ILU Ur IHUJJ MrK. 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. r a. L. PLT TYP. Wave TPI-95 R Desi gn Crit: TPI STD FLBC a QTY:1 FL 1 - R - Scale =.375" Ft. WARNINGt- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ! BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE R T C L L 20.0 P S F R E F R 3 5 2-- 4 0 9 8 INST] Tl1TE. 583 D'ONOFR IO R. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES ACTICESPRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ;'G•( SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3 fGv% Tl D L 7.0 P S F DATE 0 5 / 0 5 / 0 3 ROOF TRUSS DIVISION "'IMPORTANT`" FURNISH A COPY OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F N0.42704 BC DL 10.0 PSF DRW SLTUSR352 03125032 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 272250UTIIAPOPKA6LVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND *L _^ - APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN : STATE OF Q BC LL 0.0 PSF SLT-ENG /WMR SPEC IFICATIOH PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE'.' A 407-299-1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t I,OR,O r•f T 0 T . L D . 3 7 . 0 P S F S E Q N - 37421 FAX: 407-299.91 53 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 d'/pNAI." D U R. F A C. 1 2 5 FROM R L W RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHOR17ATION #9218 COMPONENTJTPI ANY NSECTITUPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 SPACING 24. 0" J R E F - 1 S 2 I 3 5 2_ Z 0 3 11y/y13 - Lly/yli - un) Ini3 uNu rntrANtu rmum %,umvultrc LIYruI (LVAU3 a UIrIL14DIV143) 3u61-11I ItV al 1Muaa rlrm. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6f- 2X4 (A1) 1-0-12 1-0-0 Over 3 Supports 0 - ll 1 U=180 4 9K=7 9180 0 R=52 U=180 W=8" 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 FL - l 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'ONOFRIO DR., SUITE 200' MADISO". WI 53719), FOR SAFETY PRACTICES PRIOR TO STRUCTURAL PANELS. BOTTOM SCHORDUNLESHALL HHAVE S A PROPERLYEINDICATEDATTACHEDTOPOROIGIDACEILING,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 M M q F Ci'w• / aftG 4 [ s N0.42704 ' T C T C BC L L D L DL 2 0. 7. 10.0 0 P 0 P PSF S F S f R E F R 3 5 2-- 4 0 9 9 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5 0 5 0 3 DRW SLTUSR352 03125033 S L T - E N G / WM R . f. 2722 SOUTH APOPKA 6LVD. APOPKA, FL 32703 407-299-1 522 FAx: 407-299-91 53 PROFESSIONAL ENGINEERING 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 BV 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 CONNECTOR S PER~ DRAWING S 160 A- Z.THE SEAL ON THIS DRAWING INOII C ATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CNP0NE NT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 7{ 7C s STATE OF QSPeVVVVOm ....•_ .VV cam s/pNA w BC TOTT. L L L D. 0.0 3 7. P 0 PSF S F F S E O N - 37486 DUR JAC . 1 . 25 FROM L1RH SPACING 24.0" JREF 1S2I352_ZO3CERTIFICATEOFAUTH0RPJITON#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI)TP1 1-1995 SECTION 2. May O5 ASCE 7-98: 120 MPH WILD ' SP,EED, 30' MEAN HEIGHT, ENCLOSED,' I = ,1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE •' GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11 11' 3" 13, 1" IT 5" U S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" a 4" 10' 0" 10' 0" 13' 1" 13' 1" H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W STANDARD 3' 3' 4' 2" 4' 2' 5' 6' S' 6" t 7' 5" 7' S" 8' 7" 8' 7" 11' 8" 11' 8" 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" B' 11" 10' 11 11' 10" 13' 1" 14' 0" d 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" d C\2 DFL STUD T 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" e' 9" 11, 11" 11' 11" 1 / #2 3' 11" 6' 9" 6' 11 8' 0" 8' 2" 9' 6" 9' 9.. 12' 6" 12' 11" 14' 0" 14 0" 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" 5' 11 5' 11' 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" W STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" J 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 1 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" s P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" CD 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" 1 DFL STUD 4' 0" 6' 1" 6' 1" B' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" r STANDARD 3' 11" 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" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" Q S P F 3 4' 2" 6' 11 611" 8' 9" 8' 9" 10' 6" 10' 6" 13, 10" 13' 10" 14' 0" 14' 0" H FSTUD 4' 2" 6' 11 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13, 10'" 13' 10" 14' 0" 14' 0" Q 1 STANDARD 4' 2" 5' 11•• 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13, 10" 14' 0" 14' 0" 14' 0" Q C sP 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" C\ 2 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 1 13' 10" 14' 0" 14' 0" 14' 0" i DFL 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" B' 0" 8' 0" 10' 6" 10' 9" 12' S" 12' 5" 14' 0" 14' 0" SYMM 2X4 # 2N OR BETTER DIAGONAL BRACE OPTION: T- VERTICAL LENGTH MAY BE 18" DOUBLEDWHENDIAGONALBRACE IS USED. CONNECT L.. L DIAGONAL BRACE FOR 870#J BRACE AT EACH END. MAX WEB TOTAL LENGTH IS 14'. 2X4 SP OR DF-L #2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE CUT L 1 ASSHOWN) AT IP1 ]PI InI In If-11 L UPPER END. ONTINUOUS E CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MIDPOINTOFVERTICALWEB. BRACING GROUP SPECIES AND GRADES: GROUP A. SPRUCE - PINE -FIR HEM -FIR 1 2 STAND2 STUD 3 STUARDD 1 #3 1 STANDARD DOUGLAS FIR - LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM -FIR 1 k RTR 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 IOd NAILS. FOR (1) " L" BRACE: SPACE NAHS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. FOR (2) " L" BRACES: SPACE NADS AT 3" O.C. IN 16" END ZONES AND 6` O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80%. OF WEB MEMBER LENGTH. 11 GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0". BUT LESS THAN 11' 6" 2X4 GREATER THAN 11' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR II PEAK, SPLICE, AND HEEL PLATES. r ` " -- THIS DRAWING REPLACES DRAWING A10030E IN STALLING % AND TRUSSES BRACING. REFERREDUIRE XTOE IB ME91R(HANDL NG FABRICATING,E ININSTALLING, AND BRACING), PUBLISHED REF ASCE7-98-CAB12030 BY TPI ( TRUSS PLATE INSTITUTE, 583 D'ONOFRI 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 No. 42704 DATE 09/10/01 SMYTH LUMBER CO. AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILNG. ROOF TRUSS DIVISION IMP RTANT— 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, OF DRWG A12030EC0901 2722 SOUTH APOPKA BLVD. HANDLING. SHIPPING, INSTgLLING AND BRACING F TRUSSES. STATE ENG APOPKA, FL 32703 DESIGN CONFORMS WITH 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 200A ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF q. A A i O^ •••. r' e C.. TOT. LD. 60 PSF FAX: 407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q R 10 i Fn . •_`( DRAWINGS 160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL U•wx PROFESSIONAL ENGINEERING CERTIFICATE OF AUTNORIZATION t1921 ENGINEESUITABILITY AND ING POE IILIT Y SO LY COMPONENT TFORANYR THE TRUSSPARTICULARPNENTBDESIGNBUILDINGSHOWN. THE THE* RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. t.+Hn•,:L+fit'___ MAX. SPACING 24.0 r L r GABLE DETAIL srM. nABOUT FOR LET -IN VERTICALS GABLE VERTICAL LENGTH TYP. RIGID SHEATHING REIN DIE GABLE VERTICAL PLATE SIZES Q+ 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. EXAbfPLE: 2* 2x 2t VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP - LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 2X8 GREATER THAN 11' 8" 2.5X4 2.SX0 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: IOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI IYIND LOAD. ASCE 7-93 CABLE DETAIL DRAWINGS A11015EN0699, A10015EN0899, A09015EN0699, A08015EN0699, A07015EN0699 A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0899 ASCE 7-98 CABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A11015EC0901, A10015EC0901, A08515EC0901 A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901. A08530EC0901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, 509015EN0699, 508015EN0699, 507015EN0699 S11030EN0699, 510030EN0699, 509030EN0699, SOB030EN0699, 507030EN0699 SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2X8 "T" REINFORCING MEMBER 2X4 "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" BRACE11 WIND SPEED AND biRH T" REINF. MHR. SIZE SBCCI ASCE LIO MPH 15 FT 2x4 10 Z l0 7. 2x6 40 7. 50 y 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 7. 90 MPH 30 FT 2x4 10 7. 10 7. 2x8 30 7. 50 7. 80 MPH 15 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. 80 MPH 30 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 70 MPH 15FT 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 7. 2x6 0 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 F" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM " T" REINFORCED GABLE VERTICAL LENGTH 1. 10 x 6' 7" = 7' 3" LACES DRAWINGS GAB98117 876,719 & HC26294035 xWARNING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 1F1C'' REF LET -IN VERT BYTPI (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 V . 1, r'• N:•fV (•, DATE 10/24/(]I SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. H C3HAL IBED 1 DRWG GBLLETINIO 1 ROOFTRUSSDIVISIONENGINEREDTPRODUCTSSINC. OFNOT RESPONSIBLE FOR FORANY DEVIATION IONFROM R THISy w'O 42704 R1`, 74 r ENG DL,I/I AR 2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE Tp BUILD THE TRUSSES IN CONFORMANCE WITH TPI, DR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH y" APOPKA, FL 32703 APPLICABLE PROVISI NS 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 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH STATE OF TOT. LD. 60 PSF FAX: 407.299-9153 FACE OF TRUSS AND, UNLESS OTHERslISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 00 R. FAG. ANY PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FDR THE TRUSS COMPONENT DESIGN SHOWN,THEoCERTIFICATEOFAIITHORIUTION1t9ZIB!SUITABILITYZ( AND USE F THIS C MPDNENT FDR qNY PARTICUIAR BUILDING IS THE OF1,O•RESPONSIBILITY F THE BUILDING DESIGNER, PER ANSVTPI 1-1995 SECTION 2. 0,$AX, SPACING .24.0' VALLEY TRUSS DETAIL 4 1 , TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. DOT 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 11, EXP. B, ENCLOSEDBLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER, AS REQ'D 1 4-0-0 MAX' 12 12 MAX.(— W2X4 W2X4 W2X4 i--8-0-0 MAX -I 12 W4X12T-IAX. W1X3 6-0-0 W1X3 MAX SPACING) tiY2X4W1X3W1X3 16-0-0 MAX WIX3 12 12 MAX. _.__-,-V4X4 W1X3 W1X3 6-0-0 W1X3 (MAX SPACING) W1X3 W5X4/SPL tIX3 W2X4 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "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. NAILED W2X4 OPTIONAL STUB END DETAIL T W4X4 laF OPTIONAL HIP JOINT DETAIL COMMON ' RUSSES PARTIAL FRAMING 20-0-0 MAX AT 2 " OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. ry//ry THIS 'DRAWING REPLACES DRAWING A105Q WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED i GV• •, TC LL 30 30 40PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE WSTITUTE, 583 O'pNOFRIp R., SUITE 200, MADISUN, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,? C DL 20 15 7 PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALESMYTHLUMBERCO..= PPROPERLY ATTACHEDPGCEILING. NO. 4Z7O4 •. ACOYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPI ROOF TRUSS DIVISIONENGIDRTANNEEREDPROFURNISHDUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS L.. R 9C DL10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/ICAR 2722 SOUTH APOPKAEILVD, DESIGN; ANY FAILURE ,T BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, C LL 0 0 0 PSF HANDLING, SHIPPING, INSTALLINGANDBRACINGOFTRUSSES. DESIGN CONFORMS WITH' APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ o -. STATE OF Q oT. LD. 60 57 PSF 55 407-299-1522AMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADOF AS E 20G A •,. .; ASTMA653GR40 CALv. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF FAX: 407-2999153 TRUSSAND,. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I' O^ / Q`,• L\•• ` O1 O DRAWINGS l60 A-2. THE SEAL ON TH[S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE of AUn+ORliwnoN M9218 RESPONSIIBILITY FS THEEF BUILDING DESIGNER.pPERNANSI//7P1 11-1995USFCCTIONI THE R ` rrri `-An J\ r/G pvU O jNN.MNS\\\\ DURYAC.1.25/1. 33 L15 1.15 SPACING 24' t 4 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". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". 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) r-(A) C) ( B 3) 16d BOX NAILS 4'0" TYP. (B) 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN 11 v IV11V1 VIV IAVJJL,J i11 c4 Vl. 2) 16d BOX NAILS, TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED 3) 16d BOX NAILS, TOE -NAILED GIRDER 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS L (3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING p/ THIS DRAWING REPLACES DRAWING V105-CONV axWARNINGS TRUSSES REQUIRE EXTREME CARE 1N FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS THERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND X 4/ / Fv,•Q IF CtI •• 11 • i C LL 30 DL 20 30 15 40 PSF 7 PSF REF CONV. VALLEY DATE 06/25/99 SMYTH LUMBER CO. BOTTOM CHORD:SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH G •. i BCVL 10 10 10 PSF DRWG VALC.ONVF0699ROOFTRUSSDIVISION IMPORTANT•• A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE PRODUCTS, INC. SHALL BE RESPONSIBLE FOR 2722 SOUTN APOPKA BLVD. ENGINEERED NOT ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, N0, 42704 B Q Q QPSF ENG MLH/I:AR APOPKA, FL 32703 HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299.1 522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 7Z TOT.=LD. 60 55 57 PSF FAX: 407-299-9153 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 STATE OFS SIC. 1.25/1.33 1.15 1.15PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE o .. CERTIFICATE OF AUTHORIZATION N921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI TPI 1-1995 SECTION 2. O , • / Or _. _` ._ CING SEE ABOVE TOP CHORD 2X4 #2 OR BETTER ( PIGGYBACKBOTCHORD2X4j/2 OR BETTER 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 WEBS 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 11, 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. EITHER PLATE LOCATION IS ACCEPTABLE,- B 12 12 MAX DETAIL Em E E E B OPTIONALySPLICEB BD B D—SPLICE B 2' TYP. B B C C C C r C+ u u• u u MAN JOINT SPANS UP TO TYPE 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 lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WE 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 4OC OR LESS. 00 0 DIoI 2.. 0 00 0000Q00000 8 1/4" ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. q AWING REPLACES DRAWINGS 634,016 634,017 & 847,045 xxWARNINGxx TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIE-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 y F MAX LOADING REF PIGGYBACK O' ONOFRI 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 Y IF' 9T j i55 PSF AT DATE 06/25/99 SMYTH LUMBER CO. G. PERLYCEGICNDESIGN1.33 DUR. FAC. DRWG PIGBACKBO699 ROOF TRUSS DIVISION MPOR ART-- FURNISH ACOPY OFTHIS TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEDESIGNER ND PRODUCTS, TONC. SHALL BUILD THE TRUSSESTBEE INONSIBLE FOR CONFORMANCEANY WITHDEVIATION DRFABRICATING, NQ, 42704 50 PSF AT 2722 SOUTH APOPKABLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 9 5 DUR. FAC. ENG DLJ/KAR APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 2 407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE [IF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 47 PSF FAx: 407-299-9153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE O F 5 AT ZDRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i •• 1.1 5 DUR. FAC. PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O^ •• CERTIFICATE OF AUORIZATIONa921Bn( RESPONSIBILI TY OFTHE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O O_ _ ._1_ ACING 24.0'_ A r L BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (lX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 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. 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# 1 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# 1343 1.5" X 3.5" 9 8 7 7 6 4 ++ 4 ++ 9.5" MAX 3X8 TRULOX ** 18" 3X12 TRULOX44MAX 2X8 WEDGE 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE y}iiili1i11ii111/j} S DRAWING REPLACES DRAWINGS A115 AI15/R & 884.132 INSTALLINGI-- TRUSSES RUIREANDBRACINGEDREFEREXTREMEIB91RE IN (HANDL (HANDLING FABRICATING, INSTALLING BYHANDLING, AND BRACING), PUBLISHED T, PI (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 P Ny2/ V fl ` F C^•. l % ' C 1' I' PSF' y, , y1; DL - PSF v REF' BC FILLER DATE 06/ 25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. f:`\• G •. B DL 10.0 PSF DRWG BCFILLER0699 ROOFTRUSS DIVISION 2722 SOUTH APOPKA BLVD. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES IGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, N, 42704 . ILL - PSF ENG DLJ/KAR HANDLING, SHIPPING. INSTALLINGANDBRACINGOFTRUSSES. DESIGN CONFORMS WITH FL 32703 APOPKA, THE APPLICABLEPROVISIONSHEDB TO'€ LD. PSF 407- 407-299-1522FOREST PAPER ASSOCIATION) ANDGN TPIS ALPINE CONNECTORSPECIFICATIONARE MADE OF 20GA FAX: 407-299- 9153 gSTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF FAC. 1.0/1.15/1.25/1.33 PROFESSIONAL ENGINEERING DRAWINGS160A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE p ••,• •• 24.0 CERTIFICATE OFAUTHORIZATION #9218SUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHEo ,, <__ RESPONSIBILITY OF THEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. AV- ,••ACING iN AV SrrPDoWN CORNER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N lVEBS 2X4 SO. PINE #3 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 #1 N 2-00-00 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# J1 J3 J5 ** J7 3.00 12 TO6.00 1Y2X4 f I I I 1' 3' 5' -7' R=463#, IY=3.50" END AND CORNER JACKS 2' TYI 7' 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 USSfir, nir un I,vlvlmun irc 1 HIP TRUSS J5 J3 J1 J J1 J3 J5 J7 J7 J7 Jr 1 : 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 HJ ** (3) 16d TOENAILS 2.12 12 W2X4 TO4.24 I 1 IY2X5 I i 1Y3X4 OR SIMPSON 3/4' THJA26 1 9-10-13 OVER 2 SUPPORTS R=652#, W=3.50" 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, 5B3 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE IN ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH 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 DESIGN; ANY FAILURE TO BUILD THE TRUSSES 114 CONFDRMANCE WITH TPI; OR FABRICATING, 2722 SOUTH APOPKA BLVD. 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 CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-299-9153 ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS 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 PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CER77FICATE OF AUrt10RIUTION 319218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. HIPJACK r :• No. 4y2704 A o :• STATE OF ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 PSF TOT.LD. 50 MAX PSF DUR.FAC. 1.25 THIS DRAWING REPLACES DRAWING HC11795029 C LL 30 MAX PSF REF 7' STBK CS P DL 15 MAX PSF DATE 06/25/99 C%DL 10 PSF DRWG CS7SBK3A0699 k IL 0 PSF ENG SJP/KAR OT= LD. 55 MAX PSF AC. 1.33 G SEE ABOVE N AV l7111vt-' 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. 1YEB 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 1 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 iU/p 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 D'ONDFRI DR., SUITE 200, MADISON, WI. 53719) FOR IF/C ••• F'A TC LL PSF REF CLB ,S UBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, L` `w (. i qr'. j DL PSFTOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL S MYTH LUMBER C O. HAVE A PROPERLY ATTACHED RIGID CEILING. V yBlL DL PSFIMPORTANTP-x 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, p - •. NO. 42704 ALL DRWG BRCLBSUB0699 2722 SOUTH APOPKA BLVD, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH o PSF ENG MLH/KAR 32703 AMERICANLFORESSTPROVISIONS DESIGNAPOPKA. FL BY THEPPAPERDSASS(OCIAIION) TO'g LD. PSFANDNALTPI. ALPIINICATIONECONNECTORS RE MADE OF 20GA407-299407-299-1522 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAX: 107-299-9153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FAC. PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE AUTHORIUTIONp9210RESPONSIBILITY4 ©/••• r-••N ipa ACING CERnFICAreofOFTHEBUILDINGDESIGNER, PER ANSI/TPI I-1995 SECTION 2. I fl `_ 01O Sr r t FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: NMH1979 - #1979 Builder: MORRISON O ES Address: Permitting Office: City, State: /V Permit Number: Owner: Jurisdiction Number: Climate Zone: Central 1. New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 40.0 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 a. Clear - single pane 290.0 ft2 _ 13. Heating systems N% b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.00 _ d. Tint/other SHGC - double pane 0.0 ft2 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 ap: 40.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1371.0 ft2 _ EF: 0.88 - b. Frame, Wood, Adjacent R=11.0, 374.0 ft2 _ b. N/A c. N/A 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, 1979.0 ft2 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as -built points: 29249 PASSTotalbasepoints: 29986 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: Q2 1 hereby certify that this building, a esigned, is in compliance with the Florid En Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. we0 ST9r°V0 a BUILDING OFFICIAL: DATE: 4f EnergyGauge® ( Version: FLRCSB v3.2) FORM 60OA-2001 v SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1979.0 25.78 9183.4 Single, Clear NE 1.0 6.5 32.0 43.65 0.98 1367.0 Single, Clear NE 6.5 7.5 7.0 43.65 0.62 188.6 Single, Clear NE 6.5 14.0 33.0 43.65 0.78 1124.7 Single, Clear SE 1.0 6.0 46.0 56.64 0.97 2516.7 Single, Clear SE 16.5 6.0 16.0 56.64 0.41 368.6 Single, Clear SW 8.0 9.0 64.0 52.82 0.54 1816.2 Single, Clear SW 1.0 6.0 24.0 52.82 0.96 1223.3 Single, Clear SW 1.0 5.0 20.0 52.82 0.94 990.6 Single, Clear NW 1.0 6.0 48.0 37.74 0.97 1762.3 As -Built Total: 290.0 11358.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 374.0 0.70 261.8 Concrete, Int Insul, Exterior 4.2 1371.0 1.16 1590.4 Exterior 1371.0 1.90 2604.9 Frame, Wood, Adjacent 11.0 374.0 0.70 261.8 Base Total: 1745.0 2866.7 As -Built Total: 1745.0 1852.2 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 28.8 As -Built Total: 18.0 43.2 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 1979.0 2.13 X 1.00 4215.3 Base Total: 1979.0 4215.3 As -Built Total: 1979.0 4215.3 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 1979.0 14.31 28319.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37617.6 Summer As -Built Points: 38770.1 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 38770.1 1.000 1.087 x 1.150 x 1.00) 0.284 1.000 13772.0 37617.6 0.4266 16047.7 38770.1 1.00 1.250 0.284 1.000 13772.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 r 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 NE 1.0 6.5 32.0 12.00 1.00 384.1 Single, Clear NE 6.5 7.5 7.0 12.00 1.00 84.1 Single, Clear NE 6.5 14.0 33.0 12.00 1.00 396.3 Single, Clear SE 1.0 6.0 46.0 8.34 1.02 391.8 Single, Clear SE 16.5 6.0 16.0 8.34 1.94 258.7 Single, Clear SW 8.0 9.0 64.0 9.22 1.29 762.9 Single, Clear SW 1.0 6.0 24.0 9.22 1.01 223.5 Single, Clear SW 1.0 5.0 20.0 9.22 1.02 187.7 Single, Clear NW 1.0 6.0 48.0 12.23 1.00 585.9 As -Built Total: 290.0 3275.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 374.0 1.80 673.2 Concrete, Int Insul, Exterior 4.2 1371.0 3.26 4469.5 Exterior 1371.0 2.00 2742.0 Frame, Wood, Adjacent 11.0 374.0 1.80 673.2 Base Total: 1745.0 3415.2 As -Built Total: 1745.0 5142.7 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 72.0 As -Built Total: 18.0 106.2 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 1979.0 0.64 X 1.00 1266.6 Base Total: 1979.0 1266.6 As -Built Total: 1979.0 1266.6 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 -0.28 554.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5869.1 Winter As -Built Points: 9786.3 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) 9786.3 1.000 1.078 x 1.160 x 1.00) 0.427 1.000 5220.8 5869.1 0.6274 3682.3 1 9786.3 1.00 1.250 0.427 1.000 5220.8 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 40.0 0.88 4 1.00 2564.00 1.00 10256.0 As -Built Total: 10256.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 16048 3682 10256 29986 1 13772 5221 10256 29249 PASS EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 ti Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at 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, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 CTHFR PRESCRIPTIVE MEASURES /must he met nr exceeded by all residences_) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.8 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family I _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft) 1979 ftz c. N/A 7. Glass area & type a. Clear - single pane 290.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ftz _ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ftz d. Tint/other SHGC - double pane 0.0 ftz 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 a. Concrete, Int Insul, Exterior R=4.2, 1371.0 ftz b. Frame, Wood, Adjacent R=11.0, 374.0 ftz _ b. N/A c. N/A 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, 1979.0 ftz _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 40.0 kBtu/hr SEER: 12.00 Cap: 42.0 kBtu/hr HSPF: 8.00 Cap: 40.0 gallons _ EF: 0.88 NOTE.- The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarTmdesignation), 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. ucfedu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Filename: 1979.bld 10-14-97 For: MORRISON HOMES By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 Job # PLAN 1979 Wthr Orlando AP FL Zone Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 38 Deg F Outside db: 93 Deg F Inside db: 70 Deg F Inside db: 75 Deg F Design TD: 32 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 Grains Water 44 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg. Heat Loss 38803 Btuh Structure 2 9 3 2 5 Btuh Ventilation Air 0 CFM Ventilation 9 9 0 Btuh Vent Air Loss 0 Btuh Design Temp. Swing 3 .0 Deg F Design Heat Load 39803 Btuh Use Mfg. Data n Rate/Swing Mult. 1.00 INFILTRATION Total Sens Equip Load 30315 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 0 Internal Gains 13 8 0. Btuh Ventilation 1496 Btuh HEATING COOLING Infiltration 3688 Btuh Area (sq.ft.) 1979 1979 Tot Latent Equip Load 6564 Btuh Volume (cu.ft.) 18453 18453 Air Changes/Hour 0.8 0.4 Total Equip Load 36879 Btuh Equivalent CFM 247 123 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANS Make TRANE Model Model Type Type Efficiency / HSPF 7.30 COP/EER/SEER 10.00 Heating Input 0 Btuh Sensible Cooling 415 0 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 41500 Btuh Actual Heating Fan 1400 CFM Actual Cooling Fan 1400 CFM Htg Air Flow Factor 0.036 CFM/Btuh Clg Air Flow Factor 0.048 CFM/Btuh Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: V 1 3.0.12 S/N 10 315 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATIOIIPROCEDURESA, B, C, D Job #: PLAN 1979 File name: 1979.bld Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM o. 8 AC/HR x 18453 Cu.Ft. x 0.0167 = 247 CFM 2. Winter Infiltration Btuh 1.1 x 247 CFM x 3 2 Winter TD = 8678 Btuh 3. Winter Infiltration HTM 8678 Btuh / 306 Total Window = 2 8- 4 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0. 4 AC/HR x 18453 Cu.Ft. x 0.0167 = 123 CFM 2. Summer Infiltration Btuh 1.1 x 12 3 CFM x 18 Summer TD = 2441 Btuh 3. Summer Infiltration HTM 2441 Btuh / 306 Total Window = 8. 0 HTM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 44 gr.diff. x 123 CFM = 3688 Btuh Procedure D - Equipment Sizing Loads 10-14-97 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 Summer TD = 990 Btuh Sensible Load for Structure (Line 19) + 29325 Btuh Sum of Ventilation and Structure Loads = 30315 Btuh Rating and Temperature Swing Multiplier x 1.0 0 RSM Equipment Sizing Load - Sensible + 3 0 315 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 5 0 Vent.CFM x 44 gr.diff. = 14 9 6 Btuh Internal Loads = 230 x 6 No. People 13 8 0 Btuh Infiltration Load From Procedure C + 3688 Btuh Equipment Sizing Load - Latent = 6564 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3 0.12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J 0 1979 Job# PLAN 1979 Zone: Entire House 10-14-97 r, 1VIANUAL J: /in nu. t %jJ x-J. i. u. it -i. u- 1 NameofRoom Entire House FOY LIV/DIN KIT 2 Running Ft. Exposed Wall 201. 0 Ft. 11. o Ft. 43.o Ft. l o . o Ft. 3 Room Dimensions, Ft. I 0. 0 t. 7.0 x 8. 0 Ft. 16.0 x 21. 0 Ft. 16. 0 x lo. 0 Ft. 4 Ceiings, Ft Condit. Option 9.3 heat/cool d 10.0 heat/cool 9. 4 heat/cool 9.4 heat/cool TYPE OF CS HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Cl- Length Htg C1g Length Htg Clg 5 Gross a 14B 4.6 2.1 1564 70 338 94 Exposed b 13C 3.2 1.2 331 40 66 0 Walls and c 0.0 0.0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 191 7059 8 296 55 2033 0 0 Glass Doors b 8C 37.0 64 2365 0 0 0 0 0 0 Heating c 9C 38.7 33 1278 33 1278 0 0 0 0 d 0.0 0 0**** 0 0**** 0 0**** 0 0**** e 0.0 0 0**** 0 0**** 0 0**** 0 0 f 0.0 0 0**** 0 0**** 0 0**** 0 0**** 7 Windows and North 26.1 32 821 14 441 5 110 0 0 Glass Doors NE/NW 41.0 167 6847 0 0 23 943 0 0 Cooling E/W 0.0 0**** 0 0**** 0 0**** 0 0**** 0 SE/SW 57.7 89 5161 27 2089 27 1323 0 0 South 0.0 0**** o o**`* 0 0**** 0 0**** 0 Hon 0.0 0**** 0 0**** 0 0**** 0 0**** 0 8 Other doors I a 11A 18.9 12.7 18 340 229 0 0 0 0 01 C 0 0 0 b I 0.0 o.0 0 0 0 0 0 0 0 0 0 0 0 0 9rEed a 14B 4.6 2.1 1276 5881 2628 29 134 60 283 1304 583 94 433 194 b 13C 3.2 1.2 313 986 366 40 126 47 66 208 77 00 0 and. c 0.0 0.0 0 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 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 C f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0- 0 10 Ceilings a 16D 1.7 2.2 2051 3478 4566 56 95 125 336 570 748 160 271 356 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 201 5210 0 11 285 0 43 1115 C i0 2591 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.4 8.0 306 8678 2441 41 1163 327 55 1560 439 0 0 0 13 Subtot Btuh Loss=6+8..+11+12 35275 3376 6789 964 14 Duct Btuh Loss 10' 3528 10° 338 100 679 100 96 15 Total Btuh Loss = 13+14 38803 3713 7468 1060 16 Int. Gains: People @a 300 6 1800 0 0 1 300 0 0 Appl. @ 1200 2 1800 0 0 0 0 1 1200 17 Subtot RSH Gain=7+8 +12+16 26659 3088 4522 1750 18 Duct Btuh Gain 100 2666 10° 309 100 452 100 175 19 TotatRSH Gain=(17+18)*PLF 1.00 29325 1.00 3397 1.00 4975 1.00 1925 I20I CFM Air Required I **** 1400 14001 1 1341 1621 I 269I 2371 36I 92' Printout certified by ACCA to meet all requirements of Manual J Form 1979 Job# PLAN 1979 Zone: Entire House 10-14-97 Q I., , 1VI"'Vt1L J. /UI Lu. l aVaaa-.l. ..U.1L iv.a .a . 1 Name of Room NOOK FAM MBR MBTH 2 Running Ft. Exposed Wall 9. o Ft. 31.0 Ft. 19.0 Ft. 21. o Ft. 3 Room Dimensions, Ft. I 14.0 x 9. o Ft. 16.0 x 16.0 Ft. 13.0 x 28.o Ft. 12.0 x 11.0 Ft. 4 Ceiings, Ft Condit. Option 9.4 heat/cool 9.4 heat/cool 9.4 heat/cool 9.4 heat/cool TYPE OF CS HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE N0. Htg Clg Length Htg Clg Length Htg Clg Length Htg Cl- Length Htg Cl- 5 Gross a 14B 4.6 2.1 85 291 179 197 Exposed b 13C 3.2 1.2 0 0 0 0 Walls and c 0.0 0.0 0 0 0 s:* 0 Partitions d 0.0 0.0 0 0 0 0 f o.0 0.0 0 0 0 o 6 Windows and a 1C 37.0 23 850 0 0 40 1478 17 628 Glass Doors b 8C 37.0 0 0 64 236 0 0 0 0 Heating c 9C 38.7 0 0**** 0 0**** 0 0**** 0 0**** d 0.0 0 0 0 0**** 0 0**** o 0**** e 0.0 0 0**** 0 0**** 0 o**** 0 0**** f 0.0 0 0**** 0 0' 0 0**** 0 0**** 7 Windows and North 26.1 0 0 0 0 0 0 0 0 Glass Doors NE/NW 41.0 23 943 64 2624 40 1640 17 69.7 Cooling E/W 0.0 0**** 0 0**** 0 0**** 0 0**** 0 SE/SW 57.7 0**** 0 0**** 0 0**** 0 0**** I 0 SouthSouth 0.0 0 0 0 0 0 0 0 0.0 0**** 0 0**** 0 0**** o I o 8Ii Other doors a 11A 18.9 12.7 0 0 0 0 0 OI 0 01 0 0 0 0 Ib I o.o o.o 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 62 284 127 227 1041 468 139 639 285 180 831 371 Exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d o. o o. o o 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 126 214 210 256 434 570 364 617 910 132 224 Z94 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 b c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 9 233 0 31 804 C 19 492 0 21 544 0 o.o o.o 0 0 0 0 0 0 0 0 0 0 0 0 c b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.4 8.0 23 652 183 64 1815 510 40 1134 319 17 482 136 13 Subtot Btuh Loss=6+8.+11+12 2233 6466 4361 2710 14 Duct Btuh Loss lo° 223 10° 647 10° 436 100 271 15 Total Btuh Loss = 13+14 2456 7113 4797 2981 16 Int. Gains: People @ 300 0 0 4 1200 1 300 0 0 Appl. @ 1200 0**** 0 0**** 0 0**** 0 0**** 0 17 Subtot RSH Gain=7+8..+12+16 1534 5373 3355 1498 18 Duct Btuh Gain 10° 153 100 537 100 335 100 15o 19 Total RSH Gain=(17+18)*PLF 1.00 1687 1.00 5910 1.00 3690 1.00 1648 120I CFM Air Required I **** I 891 811 1 2571 282I I 1731 1761 I 108I 79 Printout certified by ACCA to meet all requirements of Manual J Form 1979 Job# PLAN 1979 Zone: Entire House 10-14-97 RIGHT J S/N10315MANUALJ. 7th Ed. 3. 0.12- 1 Name ofRoom BR4 BR3 BTH2 BR2 2 Running Ft. Exposed Wall 10. 0 Ft. 13. 0 Ft. 0.0 Ft. 28 . 0 Ft. 3 Room Dimensions, Ft. 12.0 x lo. 0 Ft. 12.0 x 13.0 Ft. 15. o x 9. 0 Ft. 14.0 x lo. 0 Ft. 4 Ceiings, Ft Condit. Option 9.4 heat/cool 9.4 heat/cool 8.0 heat/cool 9.4 heat/cool TYPE OFU CS HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE N0. Htg Clg Length Htg Clg Length Htg Cl- Length Htg Clg Length Htg Clg 5 Gross a 14B 4.6 2.1 94 122 0 ss** 94 Exposed b 13C 3.2 1.2 0 0 0 169 Walls and c 0.0 0.0 0 ssss ssss 0 ssss ssss 0 sss sss* 0 ssss ssss Partitions d 0.0 0.0 0 0 s*ss 0 ssss ssss 0 ssss ssss e 0.0 0.0 0 sss s:ss 0 ssss ss o ssss s:ss o::ss ssss f 0.0 0.0 0 ssss ssss o ssss ssss 0 ssss ssss 0 ssss ssss 6 Windows and a I 37.0 16 591 16 591 s* 0 0 s** 16 591 Glass Doors b 8C 37.0 0 0**** 0 0**** 0 0**** 0 0 Heating c 9C 38.7 0 0**** 0 0**'* 0 0**** 0 0 d 0.0 0 0**** 0 0***' 0 0**** 0 0**** e 0.0 0 0 sss 0 0 sss 0 0::ss 0 0 ss** f 0.0 0 0**** 0 0**** 0 0**** 0 0**'* 7 Windows and North 26.1 4 90 4 90 0 0 4 90 Glass Doors NE/NW 41.0 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0**** 0 0**** 0 0**** 0 0**** 0 SE/SW 57.71 12 583 12 583 0 0 12 583 SouthSot 0.0 0 0 0 0 O) 0 0 0 0.0 0**** 0 0**** 0 0**** 0 0**** 0 8 Other doors a 11A 18.9 12. 7 0 0 0 0 0 01 0 0 0 0 0 0 bI 0.01 0.0 0 0 0 0 0 0 0 0 0 0 0 0 14B 4.6 2.1 78 359 161 106 489 219 0 0 0 78 359 161 sedbVa 13C 3.2 1.2 0 0 0 0 0 0 0 00 169 532 198 s and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 0. o 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 120 204 217 151 215 347 135 229 301 140 237 312 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 10 259 0 13 337 0 0 0 0 28I 726 0 o.00.o00000oaco0F0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.4 8.0 16 454 128 16 454 128 0 0 0 16 i 454 128 13 Subtot Btuh Loss=6+8..+11+12 1B67 2136 229 2900 14 Duct Btuh Loss 100 187 100 214 s 100 23 10° 290 s*'* 15 Total Btuh Loss= 13+14 2054 2350 252 ss** 3190 16 Int. Gains: People @ 300 0 0 0 0 0 0 0 0 Appl. @ 1200 0**** 0 0***' 0 0**** 0 0**** 0 17 Subtot RSH Gain=7+8..+12+16 1229 1367 301 1471 18 Duct Btuh Gain 10° 123 10° 137 100 30 100 147 19 Total RSH Gain=(17+18)*PLF 1.00 1351 1.00 1503 1.00 331 1.00 1618 20 CFM Air Required 79 65 1 65 72 1 9 16 s**' 115 771 Printout certified by ACCA to meet all requirements of Manual J Form 1979 Job# PLAN 1979 Zone: Entire House 10-14-97 1 Name of Room uTIL 2 Running Ft. Exposed Wall 6. o Ft. Ft. Ft. Ft. 3 Room Dimensions, Ft. lo. o x 7.0 Ft. x Ft. x Ft x Ft. 4 Ceiings, Ft Condit. Option 9.4 heat/cool TYPE OF CS HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.6 2.1 0 Exposed b 13C 3.2 1.2 56 Walls and c 0.0 0.0 o ssss ssss ssss ssss ssss ssss ssss ssss Partitions d 0.0 0.0 0 e o.0 0.0 0 ssss ssss ssss ssss ssss ssss ssss ssss f I 0.0 0.0 o ssss ssss ssss ssss ssss ssss ssss ssss 6 Windows and a 1C 37.0 0 0 Glass Doors b 8C 37.0 0 0 Heating c 9C 38.7 0 0 ssss sss* d 0.0 0 0 ssss ssss ssss ssss e 0.0 0 0 ssss ss+: ssss ssss f 0.0 0 o ssss ssss s:ss ssss 7 Windows and North 26.1 0 0 Glass Doors NE/NW 41.0 0 0 Cooling E/W 0.0 0 o SE/SW 57.7 0 ssss 0 ssss ssss ssss South 0.0 o 0 Horz 0.0 0 0 3 Other doors I a 11A 18.9 12.7 18 340 229 b I o.o o.o 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 Exposed b 13C 30 1200 400Wallsand0.0 0. 0 Partitions d 0. o o. o 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 70 119 156 b 0.0 0.0 0 0 0 c 0.0 0.01 0 0 0 11 Floors a 22A 25.9 0.0 6 156 0 o.a o.o 0 0 0 c b 0.0 0.0 0 0 0 12 Infiltration a 28.4 8.0 18 510 144 13 Subtot Btuh Loss=6+8..+11+12 1244 14 Duct Btuh Loss 100 124 15 Total Btuh Loss = 13+14 1369 16 Int_ Gains: People @ 300 0 0 Appl. @ 1200 1 600 17 Subtot RSH Gain=7+8..+12+16 1173 18 Duct Btuh Gain 100/ 117 19 Total RSH Gain=(17+18)*PLF i.00 1291 120 CFM Air Required I **** 1 191 121 1 1 1 **** 1 1 Printout certified by ACCA to meet all requirements of Manual J Form l r MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10 315 RIGHT-J WINDOW DATA Job 9: PLAN 1979 File name: 1979.bld 10-14-97 W S D W G L S S 0 N A S 0 0 W C W S N K I A L 0 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 0 X Y T M R R FOY a n sw a c n n n y 1 90 1.0 6.0 5.0 2.3 78.0 8.0 8.0 c n sw a c n n n y 1 90 1.0 6.0 8.5 6.8 78.0 33.0 6.2 LIV/DIN a n sw a c n n d y 1 90 1.0 1.4 1.5 5.0 49.0 32.0 5.0 a n nw a c n n d y 1 90 1.0 1.4 1.0 5.0 41.0 23.0 0.0 KIT NOOK a n nw a c n n d y 1 90 1.0 1.4 1.0 5.0 41.0 23.0 0.0 FAM b n ne a c n n d y 1 90 1.0 11.0 1.0 8.0 41.0 64.0 0.0 MBR a n nw a c n n d y 1 90 1.0 15.5 1.0 5.0 41.0 16.0 0.0 a n ne a c n n d y 1 90 1.0 1.4 1.0 5.0 41.0 24.0 0.0 MBTH a n ne a c n n d y 1 90 1.0 1.4 1.0 4.1 41.0 17.0 0.0 BR4 a n se a c n n d y 1 90 1.0 1.4 1.0 5.0 49.0 16.0 4.1 BR3 a n se a c n n d y 1 90 1.0 1.4 1.0 5.0 49.0 16.0 4.1 BTH2 BR2 a- n se- a c n n d y 1 90 1.0 1.4 1.0 5.0 49.0 16.0 4.1. UTIL r , FAN I { I / / me YPRE -WIRE t1( . d4 I GFI FANPRC-wIR : 1r - Y- L Y 1 c FAN PRE -WIRE i \\) y'tda \ ; S II . 3 4A 7 57A7 I I t _ N22K 23 rrf` I g AV. A, ID x Lc OUTLET FORI1VGr DW/ DISP. TUB , i.\R. GFI LLUDIBP qp LiNEry li OPT L_ — — — —— FZEF. Am I- - -- - ro 2oc F e--& P T 5TA _} 0 22,18 5,ITCNED LIGHT UA4 \ IN ATTIC Zo x Id .p Lj_= vPi..4T nr 8 WIC I ; E ECT0. ui I I I I I OPT. OPT. D. W , FORC44 GApEN > TUD yp 1 LIGHT W/ OPT., 1--' FANPRE-WIREI\ I M. BA7NUP d FAN I IZY t FAN PRE -WIRE I I I x I 1 B DR OM °4 m LI - I To GzvoFCss P 7, lo u1J F, 4-. -u HT t srnr I , to I NQQ15 i AV. AV. r "'A = Q 4 OUTLET FOR- a 3 P T1-1 /Et.T DW/ DISP. r B I \ TO L2poFGdP w/Fete I T 1)6 "e IoxCo I!pTWOWOPTloxFT" -' LINEN oP - III 02 TREF. Ui 1 T -- ` db D I I LL- I vE sT 4,/ bPaoFL1iPENV TTA } I CFI A c ROM Sly a. I CO S k S, ITLIG,IT - MG \\ IN ATTICTTC I.d P L— tv i T .- a r rz D.uj iEEc T o. ui It1x S 1 Lz1c. r-) jVING RM. W ' = M _"1- I 5,ITGNED LIGHT IN ATTIC Zox Id PL_sk- E w B L.D2 OVER \ \ GARAQE i - - -- - I I I fl 1 I I ENTrrr 7 145-1 0 rml IT _. / OPT. E `-CTii-. E2 ten. ZIGAL PLAN C a / _` H P SCALE U4 0 A' 6NOlU P i4-1 i Elsr To lzc oFGdP W / Fd.J a'C X4SCABrl: BLLZ2FRO G t ONE BY WOOD BUCK BY 0 ER CAULK BETWEEN WINDOW FLANGE h WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHER$ EXTERIORFINISH BY OTHERS W1NDOWHEIGHT PERIMETER CAULK BY OTHERS FLANGE TYPE — WINDOW FRAME HEADER FLANGE TYPE WINDOW FRAME SILL PERIMETER CAUL BY OTHERS ONE BY WOODSHIMASREO'D BUCK BYOTHERS SEENOTES) BUCK WIDTH 1 1/4' MIN. INSTALLATION ANCHOR DIA. TAPCON EMBEDMENT SHIM AS RE'D SHOWN SHOW1/4' SHIM FLANGE TYPE SPACE MAX. SEE NOTES) CAUL( BETWEEN WINDOW FRAME WOCo BUCK Q MASONRY OPENING JAMB G CONCRETE BY OTHERS OR MASONRY OPENING BY OTHERS Q INSTALLATION 1 MIN. ANCHOR BED EMBEDMENT3/16' DIA Q TAPCON SHOWN PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK h WINDOW WIDTH MAS'Y OPENING 1/ 4' SHIM BY OTHERS SPACE MAX. EXIEBIOB CAULK BETWEEN EXTERIOR WINDOWFLANGFINISHWOOD BUCK BY OTHERS SECTION. 2 WINDOW WTH. A B C BUCK D E HEIGHTJ K 2 SILL STOOL BY OTHERS sO WINDOW HGT. F G CG' F::1;iTELkL(v vFL OE iM- A- a- 0 -L F, OAl LTUJi UCkCt CIYLER 1CKiPMc CrFNERAL AL Ut-IJAJ UM COMPARATIVE ANALYSIS T T10N CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WIDTHMOGHT EXTERIOR INTEROR HEAD IAMBS 12 19 to X 25 99 99 0 F,C 13 19 1/1 X 38 "1 78 75 B F,G 14 19 1/6 X 50 3/8 59 - 59 B F,G 14+ 4 19 1/a X 54 GA 54 54 B F.G 14+ 5 19 1/5 X 55 an 52 52 B F,G 15 19 1/8 X 53 45 45 B F,G 16 19 1 X 72 40 40 F G IH2 26 1n X 5 B 1H3 26 1/2 X 35 3/6 51 51 B F,G 1H4 25 1/2 X 50 5/a 44 44 B F,G 1H4+ 4 26 to X 54 an 42 42 B F,G 1H4+ 5 26 1/2 X 55 5/5 41 41 B F.G 1H5 25 1n X 63 40 40 B F,G 1H6 26 1 X 72 40 40 a F.G 30% 2 30 1/1 x 26 56 B F,G 3OX3 30 In X 38 3/5 44 44 S F.G 3OX4 30 to X 50 6/6 40 40 B F,C 3GX4+ 4 30 1/2X 54 an 40 40 B F,G 3OX4+ 5 30 1/2 X 55 5/6 40 40 0 F,G 3OX5 fi30 1/2 X 63 40 4040 40B RF,G F.G.H.1 22 if x 26 51 51 BkF.G 23 37 X 363/6 40 40BF,G 24 37 %50 a/0 40 40 BF,G 24+ 4 37 % 54 a/6 40 4O BF24+537X55a/6 40 40 BF.G 25 37 X 53 40 40 B G.H.1 6 37 X 72 40 40 G4826 48x264646BF,G 483E 48 X 38 3/5 40 40 BF,G 4850 45 X 50 5n 40 40 BF,G 484+ 4 48 X 54 SA 40 40 BG,H.I484+ 5 48 X 55 We 40 40 B G,H,14863 48 X 63 40 40 B F.G,HJ 32 53 In. x 26 45 4a B G,G 33 53 1/a X 38 3n 40 40 B F,G 34 53 1/6 X 50 5/8 40 40 B F.G."I 34+ 4 53 1/4 X 54 5/840 40 B F,G.tt 34+ 5 53 1n X 55 an 40 40 B F.G.H,1 35 53 1/0 X 63 40 40 B F,G,H,I 36 53 t X 72 40 40 B. F G H 1 1) WHERE WATER RESISTANCE TEST REOLAREMENT OF 15X OF DESIGN LOAD APPLIES, POSITIVE DLSCN Q H I LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. a2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENNG USE 3/16' DIA TAPCON CAULK BETWEEN WINDOW FLANGE 6, PRECAST SILL WITH VULKEM PRECASR SILL 116 ADHESIVE CAULK OR BY OTHERS 'APPROVED EQUAL SECTION 1 CFNFRAI NOTES: 1) SHIM AS REG'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERNL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 115 ADHESIVE CAULK OR 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 FIANCE. 6) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. PER CLASS IS ALSO OUALFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING CLASS SINGLE HUNG SERIES. ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 13) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS ILLINSTALL OTHERFACTORE APPLIED OFSUFFICIENTLENGTHaTOO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ELEVAT.I Q N 5) IF EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED MTH NEXT VIEWED FROM EXTERIOR LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REOD. 1001 W. OwbT Rd. • Cam8k6. TX 75M • P.O. Bax 819022 • Dona& TX 75381 on. 11wo-oLsaPIIo1 ASSEMBLY DRAWING SERIES 1440/1540 ML SINGLE HUNG 1WNDOW BB N A _ r Z r!i—dZ mrn 1^ n - p DATESYMREW90NBYEOH _ 1O 2B O1 B aGEN-0012 PREPARED Br: PRODUCT TECHNOLOGY CORP., 250 INIEAI mIW4L M. SURE 2= HEATHROW, FEORM 32748 PHONE 4W 605-,=5 FAX 407 a0 03" CAULK eETWEEN WOOD —\ BUCK & MASONRY OPENING BT OTHERS ONE BY WOOD BUCK BY OTHERS C„AULK BETWEEN \ NDOw FLANGE wODD BUCK STUCCO BY OTHERS / PERIMETER CAULK J BY OTHERS GLAZING WINDOWHEGHT EXTERIOR i PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR 3/16 DIA. TAPCON BUCK WsDTH 1 SHIM MA%. SPACE SHIM AS REO'0CONCRETEOR MASONRY OPENING SEE NOTES) 1—t, EMBEDI.IENTAIN. BY OTHERS SHIMSRED'D. fl FLANGEWINDOW TYPEFRAxIE CAULK BETWEENSEENOTES) JAMB Q WOOD BUCK & C MA$'Y ."N., L BY OTHERS GlA21NG Q INSTALLATION ANCHOR1-1/4" MIN. EMBEDMENT - 3/16" DIA. TAPCON 4 1/4- MAX SHIM SPACE ONE BY w000 B CK BY OTHERSEXTERIORU CAULK BETWEEN PERIMETER CAULK WINDOW FLANGE BY OTHERS WOOD BUCK WINDOW WIDTH CONCRETE OR MASONRY 0 ENING FLANGE TYPE - BY OTHERS WINDOW FRAME SECTION 2 STUCCO HEADER BY OTHERS BUCK WINDOW HEIGHT WTH FLANGE TYPE WINDOW FRAME SILL A 7 C 3 F D E_ 1 1 2 WINDOW H / 1 HGT. F G MARBLE SILL STOOL BY OTHERS PRE—CASI SILL CAULK BETWEEN WINDOW FLANGE BY OTHERS & PRECAST SILL WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR ak7- COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART v7INDOW DESIGN PRESSURE TAPCON ANCHOR SIZE (INCHES CAPACITY IN PSF LOCATIONS WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 12 X EO 40 58 O.EF.G 12. x 72 40 56 C D.EF.G 16 x 16 40 106 C H1 24 X 16 40 69 As H.1 24 x 24 0 55 A.B F.G 2A X- 30 40 5 A.B F,G 24 x 36 A,B F.0 24 X 48 a0p 600 As D.E F.G 24 x 60 40 40 Ai D.EF.G 24 X 12 40 40' a.8 0 E,f,G 32 X 48 a0 40 A.B D.EF.G 36 X 24 40 A.13 S F.G 36 z 8 40 00 A.13 D.E F•G 36 X 72 40 40 A,B D.EF.G 48 X 24 40 40 A D.EF.G 48 X 48 40 0 A.8 0 E.F.G 48 X 60 40 40 A6 D.E.F. F•G 64 X 24 40 0 B F•G 72 X 38 40 40 A.B F.G 72 x 60 40 40 A.8 D.EF.G 73 X t6 40 40 A.B H! CENTRAL FLOREDA B. O. A. F. MANUFACTURER NAME: G E,J R Aa- A L i r(t rlr u M GENFRAL 7E NOTES MASTER 1ERF7 I •E # et 1) SHIM AS REO-0. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 606Y 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH WLKEM 115 ADHESIVE CAULK OR APPROVED EQUAL. . 4) APPLICATION OF WLKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MAN UFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) CLASS 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 LOADS M L BE LIMITED 10 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 8) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KET TO TAPCON LOCATIONS. 10) INSTALL je SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4 MIN. EMBEDMENT INTO WOOD BUCK AT ALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY APPLIED HCLES ARE NOT PRESVJ. 8 SCREWS SHOULD BE PLACED AT MAX. 6" FROM CORNERS & MAX. 24" O.G. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR DUANTIT' LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES 7- THE 1550 SEPIES. DATE ISYM REWSION immw 1001 W. Crosby Rd. • Carrollton. TX 75ODG • P.O. Bo, 8T9022 • Dallas, TX 75381 DRAWMG DESCx4+ 1gH INSTALLATION. HTAIL SERIES 1450/ 1550 P ANGE PWBB N/ A 4•.a. C0.0A DAI: C•C wwii BY' ECN — .._._ .__ t_'tt%G•: B I GENQC'_ SHEATHING BY OTHERS 8 INSTALATION ANCHOR CREW SHOWN (TYP.) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN 'TYPE WINDOW FRAME HEADER XT RI R FIN TYPE — WINDOW FRAME SILL CAULK BETWEEN FIN SHIM AS REO'D. SHEATING SEE NOTES) 1 MIN. EMBEDMENT FIN TYPEWINDOW FRAME JAMB z X woo° BY OTHERS I II SHIM AS REO'D.J SEE NOTES) P8 INSTALATION ANCHOR SCREW SHOWN (TYP.) xxx 2 X w0DO BY OTHERS CAUL "FTWEEN SHE & FIN 6Y OI...HS 1 MIN. EMBEDMENT r SHEATHING BY OTHERS WTNDOW WIDTH EXTERIOR FINISH BY OTHERS EXTER10R PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH.—I _ ANCHOR (TYP.) O O O O O SILL STOOL . 0 1 0 2 BY OTHERS 24' OI.C. / MAX. (TYP.) O O n=o WINDOW T— EQUALLY SPACE ANCHORS (TYP.) HGT% D D O / O PERIMETER CAULK L BY OTHERS SHIM AS O SEE NOTES) ES) O O O. O O 6' NO MAX. (iYP.) 8 SCREW — INSTALLATION 2 X WOOD ANCHOR SHOWN BY OTHERS TYP.) j LIS. MAX. (TYP.. CAULK BETWEEN III WINDOW EXTERIOR SHEATHINPGIN & ELEVATION BYIOTHERS EMBEDMENT VIEWED FROM EXTERIOR_. SHEATHING 1 SECTION BY OTHERS y aX GAF 3 r- NAI "m'rlw„A1rIM COMPARATIVE ANALYSIS & ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF 18 SCREWS NO, OF 0.090 DIA. NAILS SIZE ( INCHES) CAPACITY IN PSF REO'O IN FRAME REO'D. IN FRAME WIDTH/ HEIGHT EXTERIOR INTERIOR MEAD SILL O EA. JAMB HEAD SILL O EA JAMB 16 X 30 - 109 109 2 2 2 2 2 3 16 X 40 83 83 2 2 3 2 2 3 16 X 50 63 63 2 2 3 2 2 3 16 X 60 5 2 2 3 20 X 30 86 86 2 2 2 2 2 20 X 40 73 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 1 2 2 4 28 X 30 57 57 2 2 2 2 2 28 x 40 52 52 2 2 3 2 2 3 28 X 50 46 46 2 2 3 2 2 4 30 X 30 52 52 2 2 2 2 2 2 30 X 40 49 49 2 2 3 2 2 3 30 X 5o 43 43 2 2 3 2 2 4 30 x 60 40 40 2 2 3 2 2 4 38 x 30 41 41 2 1 38 x 40 40 40 3 3 3 3 3 3 38 X 50 40 40 3 3 3 3 3 4 38 % 4 4 3 3 3 3 5 40 x 30 40 40 3 3 2 3 40 X 40 40 40 3 3 3 3 3 3 40 X 50 40 40 3 3 3 3 3 4 40 % 4 4 3 3 3 3 3 5 7 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 REOUIREMENTS OF AST E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 6) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF OEDGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.O PSF ACHIEVED IN TEST. 7)- INSTALLATION: FIN FRAME WINDOW IN W000 FRAME OPENING WTTN TWO BY WODD STUDS. USING 0. 090IN. DIA NAILS OR 18 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I' EMBEDMENT INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS SINGLE HUNG SERIES. 1001 W, Crozby Rd. • C.-In a, TX 75006 • P.O. 9oz 919022 •Doha; TX 7! a••. w DEuwI•Tro. ASSEMBLY DRAWING SERIES ' 140/1940 TDL SINGLE HUNG WINDOW BB N/A CROA D.R *1 w—IE S- IREwoN 9. Ea _ n/OS/Ot 6 GEN-0013 I' MIN. -WINDOW WIDTH- L 1/+' MAX. EMBEDMENT I- SHIn SPACE SHEATHING 2 x BY WOODBYOTHERS - BY OTHC RS SHIM AS REO'D. 2 X WOOD BY OTHERS CAULK BEHIND FIN FIN TYPE WINDOW qB INSIALLATION FRAMC JAMB EXTERIOR ANC HCR SCREW FINISHBYOTHERS I 1' MIN. SHIM AS REO'0, GLAZING En BE DMENI PERIMETER CAULK (SEE NOTES) BY OTHERS 1H NACSnlnSPACEI I EXTERIOR - PERIMETER CAULK FIN TYPE BY OTHERS WINDOW FRAME HEADER q8 INSIaLLA7 ION q C MPARATIVE ANALYSIS & ANCHOR CHART V N v DESIGN PRESSURE NO. OF q8 SCREWS NO, CIF 0.099 DIA. NAILS SIZEcINCHE S) CAPACITY IN PSF REQUIRED IN FRAME REQUIRED IN FRAME VIDTH/HEIGHT EXTERIOR INTERIOR HEAD 6 SILL E EA. JAMB HEAD L SILL B EA. JAM; 20 . 30 40 40 2 2 22 2220X +0 a0 10 2 3 2 320 % 50 20 . 60 0sO a0 22 3 2 3 30 x 30 0 0 2 2 2 2330 . -+0 0 40 2 3 2' 330x50 30 R 60 00 040 22 3 2 40 X 30 0 a0 3 2 3 30X40i04033 3 a0x50 0 X 60 0a0 00 33 3 3 5 50 K 30 40 0 3 2 a 2350za0e0033 50 . SO 50 x .D 400 040 33 33 5 1 0 a0 ANCHOR SCREW EXTERIORFINISH CAULK BEHIND FIN CENTRAL FLORIDA.®.A.F• BY OTHERS CENTRAL W 1liJLE1' SECTION 2 $HEATHENS MANUFACTURER NAME: BY OTHERS GLAZINGSCENOTES) EXTERIOR MASTERpASTWINDOWWIDTHuER FILE WINDOWHEIGHT FIN TYPE FRAME SI( PERIMETE'. BY OTHER EXTERIORFINISH BY OTHER CAULK BI SHEATHIN„ Br OTHERS SECTION It L EO•D. 2MAX. (TYP.) WINDOWHEIGHT SHIM SPACE NO INSTALLATION aNCHOR SCREv 2 X WOOD 91 OTHERS o NnTrsuWHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS 'ILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6D PSF ACHIEVED IN TEST. 21 INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO M WOODSTUDSUSINGq8SCREWSWIDOSUFFICIENTLENGTHTOPROVIDEMIN. 1' EMBEDMENT INTO SUBSTRATE OR 0.099 1N, DIA. NAILS. 3) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE QUANTITY LISTED WITH NEXT LARGER. ST R E. 2 +) $HIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM CQUALLS SPACE MAX. ALLOWABLE SHIMIM STACK TO BE 1/4'. ANCHORS (TYP.) 51 WIN OOW FRAME MATERIAL: ALUMINUM ALLOY HEAD. 063. 61 USE LAIEX CAULK BEHIND WINDOW(METER FIN AT HEN. SILL 6 JAMBS. Z) USE LATE% CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. B) GLASS THICKNESS MAY WART PER REOUIRENENTS OF AS TM C1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO QUALIFIED, 9) GENERAL ALUMINUMS 1100 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE WINDOW. 6' MAX. (TYP.) o 0 0 0 0 0 6- MAX. (TYP.) ELEVATION - L 1lIF VIEWED FROM EXTERIOR ii .• CAULK BETWEEN - WOOD BUCK t ASONRY OPENING BY OTHERS CAULK BETWEEN WINDOW: 1FLANGEtWOODBUCK ` CONCRETE DR \\ MASONRY OPENING BY OTHERS EXTERIOR FINISH — By OTHERS PERIMETER CAULK BT OTHERS FLANGE TYPE - WINDOW FRAME HEADER WINDOW EXTERIOR HEIGHT ONE BY VOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/[6' DIP, TAPCON SHIM NOTE, REDISEE d 1-]/ MIN. EMBEDMENT SHIM SPACE GLAZING (TYP. SEE NOTED BVCKHEIGHT SHIM AS REO'D SEE NOT ES) FLANGE TYPE WINDOW FRAME SILL BY r THERSYVODD PE RIME TCR CAULK O BY OTHERS 4' MAX. HIM SPACE Q Q EXTERIOR FINISH ' dBYOTHERSd CAULK BETWEEN WINDOW 1-1/4 MIN' EMBEDMENTFLANGELWOODBUCK CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 3/16• DIA. TAPCON BY OTHERS CAULK BETWEEN WOOD BUCK t MASONRY OPENING BY OTHERS. SECTION 1 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 MATERML: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. SILL @ JAMBS. 4) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLr55 CHARTS. 61 DESIGN PRESSURE CAPACITY OF WINDOW t INSTALLATION IS LIMITED IC 40.0 PSF. 71 FOP. INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONcr OPENING, USE 3/16" DIA. 1APCON TYPE ANCHORS DF SUFFICIENT LCNGTH TO PROVIDE +Irv. 1-1/4' CMBEDMENT INTO SUBSTRATE, PLACE ANCHORS 6' MAX_ FROM CORNERS t 24. O.C. MAX. BETWEC N. BI BUILD DOWN AROUND CURVED PORTION DF WINDOW FRAME TO BE ENGINEERED BY OTHERS, BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEDUATELT TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 91 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 1450/1550 SERIES DESIGNER F1aED WINDOW FRAMING SYSTEM. CENTRAL FLOREDA B.O.A.F. MANUFACTURER NAME: G'ENERA-L A'c UH11yPH MASTER FILE # o2 W WII HT HE WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR BUC%WIDTH—. I/4• NAX. SHIM SPACE SHIM AS RE 0'D 1-1/4" MIN. ISEE NOTESI EMBEDMENT FLANGE TYPE CAULK BETWEEN WIN DOv FRAME WOOD BUCK t JgryB MA $ OPENING 0dBYOTHERS 4 GLAZING tt.P. - INSTALLATION ANCHOR SEE ING(NOTET 3116' DIA. TAPCDN ONE BY WOOD PERIMETER CAULK BUCK BY DINERS BY OTHERS EXTERIOR FINISH CAULKBETWEENINDOVFLANGE BYOTHERS OODBUCK1KDOvWIDTHCONCRTEOR MASONRY OPENING SECTION 2 By OTHERS L..- WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR 1001 W. CmtbT Rd. • C-111 a, TX 75006 + P.0. Ba 819022 • Dallas, TX 7538' DRAVIK DETI-11. INSTALLATION DRAWING ONE BY BUCK . SERIES 1450/1550 DESIGNER PICTURE WINDOW I I CR VR D Cw<a. i• SCAAC N/A EccR o•rt DVc Mrica a7_7,_ fL BT EC. _ 3/20102 B I GEN-DD25 SHEATHING BY CTHER! CAULK Bi EXTERIOR F BY OTHERS PERIMETERCAULKBYOTHERS FIN TYPEFRAMEHE GLAZING 11 SEE NOTES FIN TYPEFRAMESILL / PERIMETER CAULK J BY OTHERS AB INSTALLATION J ANCHOR SCREW (TYP.) ExTER'OR FINISH BY OTHERS CAULK BEHIND FIN - SHEATHING 81 OTHERS DOWN T,ERS uSTALLATION OR SCREW (TYP.) SHIM AS REDD. SEE NOTES MAX. S T SHIM SPACE 1 41) w HEIGHT I /I- M Ax. SHIM SPACE SHIM AS RED'D, SEE NOTES 1- MIN. ` 1 C FRAMING EMBEDMENT BY OTHERS SECTION 1 IHE Ij DESIGN PRESSURE CAPACITY OF WINDOW @ INSTALLATION IS 40.0 P$F, Z) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WTH TWO BY WOOD STUDS. USING O.C99 IN. CA NAILS. PLACE .099 NAILS 6" FROM CORNERS MAX h 8" O.C. MAX. BETWEEN. 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. U$INC Y8 SCREWS OF SUFFICIENT LENDiH TO PROVIDE MIN. I IN. EMBEDMENT INTO SUBSTRATE, PLSCE SCREWS 6" MAX. FROM CORNERS k 1 CC. MAX. BETWEEN. A) SHIM AS REO'D. AD:ACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM' STACK TO BE 1/4-, 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. E) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAT -.ROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS NAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHARTS. 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOVATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 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 11001110011900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL FLORIDA R.®.A.. MANUFACTURER NAME: L& FR41 Al 044/A/t144 MASTER FILE # Z- ELEVA TION VIEWED FROM EXTERIOR d3 Zi-cZ I/ A- MAC. V LSHIMSPACE '\ TWO 8Y FRAMING SHIMw5REO'0. BY OTHERS FIN TYPE FRAMEJAMB1 MIN EMBEDMENT SKATING JBYOTHERSGLAZING ( TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS FxT RIOR g INSTALLATION ANCHOR SCREW (TYP.) WINDOW WIDTHPERIMETER CAULK BY OTHERS - SECTION 2 I HEELEVATION VIEWED FROM EXTERIOR GENCC= o CAULK BETWEEN 'WOOD BUCK &MASONRY OPENING BY OTHERS ONE By WOOD BUCK Br OTHER CAULK BETWEEN WINDOWFLANGE & WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHER EXTERIOR FINISH J BY OTHER / PERIMETER CAULK J BY OTHER FLANGE TYPE VINDOW FRAMEHEADER WINDOWHEIGHT EXTERIOR FLANGE TYPE WINDOW FRAMESELL PERIMETER CAULKBYOTHER ONE BY WOOD BUCK BY OTHER INSTALLATION ANCHOR BUCK WIDTH // 3/16- DIA. TAPCON EMIBEOMENT FLANGE TYPE 1/4-S.I. SHIM AS REO'D. SHIM AS REO'D WINDOW FRAM SPACE MAX. (SEE NOTES) SEE NOTES) JAMB 00 _ CONCRETE OR Q _ MASONRY OPENING BY OTHER 1 1/4- MIN. QENBEDMENT INSTALLATION ANCHOR 3/16- DIA. TAPCON PERIMETER CAULK I QBYOTHERS _ WOOD BETWEEN1/4 SHI 1 WOOD BUCK & SPACE MA%, rnNOOW rnDiH MASONRY OPENING BY OTHERS EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLANSE FINISHByOTHER WOOq"BUCK BUCKHEIGHT SECTION 2 ANCHOR (TTP.) J K HI PRE CAST SILL 0 a BY OTHERS Q CAULK BETWEEN WINDOW FLANGE PRE CAST SILL WITH VULKEM 710N 1 116 ADHESIVE CAULK OR SCHNEE M---ID 8500 ADHESIVE SEALANT NOTES 0owGHT BIHT 1 1 WINDOW 1 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4- 2) WINDOW .RAME MATERIAL: ALUMINUM ALLOY 60633) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BEATTACHEDTOTHESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVED EQUAL APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS 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 T560 SERIES MODIFIED SLIDER INSULATING GLASS. 8) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16- DIA TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROWDE MIN.1-1/4 EMBEDMENT INTO SUBSTRATE A LOCATION SHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 10) INSTALL E8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE IAPCONS ARE REO'D. 11) IF EXACT WANOOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUAN71TY LISTED WITH NEXT LARGER SZE. 0 F 2 G ELEVATION VIEWED FROM EXTERIOR a3-7.F-at- 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 40110 H,K 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 1 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 k.B.C.D.F,G CENTRAL FLORP.DA B. 0. A. F. MANUFACTURFR NAME: MASTER FILE # 8 DATE vww0 NAME At.Ivu• EE,3/20/02 I GEN0027 a.. rI•,tcr IICNaIM• Ca., ;fc ,rtrN.r.o-.. r., IMrt 1>0 .t.I.+o.. r;crc. >.. a ...o.t l•Rrl ac!-cltf •.. l•eTl aca-Uaa SHEATHING CAULK BETw,EEN FIN SHEATHING 2 X FRAMING BY OTHER SHEAT:NG r BY OTHER BY OTHERS I- MIN I I CAULK BETWEEN 69 SCREW :NSTALATION EMBEOMENT j HIM MAX' D SHIM SPACE SHEATHING & FIN ANCHOR (TYP.) SEE NOTES) BY OTHERS 2 X FRAMING EXTERICP. FINISH EY OTHERS BY OTHERS FIN TYPE 4'" PERIMETER CAULK 1/4 MAX' WINDOW FRAME _ JAMB EMBEDMENT BY OTHER SHIM SPACE r p8 SCREW INSTALATION FtN TYPE I ANCHOR (TYP.) YINOC'.v D. SHIM AS RED FRAMEHEADERSEENOTES) _ WINDOW WIDTH EXTERIOR FINISH BY OTHERS WINDOW EXTERIOR PERIMETER CAULK HEIGHT BY OTHERS XT RIOR FIN TYPE SECTION 2 ZIRI6' MA%,( TYP). EOUALLY SPACE 6" MAx.(TYP) ANCHORS ( TYP. EJAMBS) L• SILL STOOL BY OTHER PERIMETER CAULK L 1/4• MAX. BY OTHER SHIM SPACE 0 SHIM AS REO'D SCREW ( SEE NOTES) WINDOW INC- OR (TTYY P.) 2 X FRAMING ANCHORHEIGHT O \ \ 0 BY OTHERS BY O-HERS CAULK BETWEEN COMPARATIVE ANALYSIS & ANCHOR CUANTITY CHART WINDOW SIZE DESIGN PRESSURE q8 SCREWS REO'D. 099 NAILS RED'D. INC4E5 CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB I ISILL 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 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 Gkl WINDOW FIN & SHEA_'. ING SHEATHING 2 LENTfUl, FLORIDA ;U.O.ALC. BYC- HER I MIN. 0 EMBEDMENT 1 MANUAC` UR]ER NAM: t q SECTIONIANCHOR (TYP.)_ 41 G%::FRe_ NOTES: 24. O.C.y/ a, 1) S= :' AS REVD. ADJACENT TO EACH INSTALLAT:Ox ANCHOR MTH LOAD MAX.(TYP). I MASTER C YTipiLTf'!f BEARING SHIM MAX. ALLOWABLE SHIM STACY TO BE 1/4'. l 1ASTER FU 21 W:. DOW FRAME MATERIAL ALLOY 6063 WINDOW WADHT 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL ARC JND Ex7ER10R OF WINDOW FF. As1E. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 ELEVATION - 51%3LEGLAZINGISSHOWN, INSULATING GLASS IS ALSO OUALIFIED. ?,i '.5 r • VIEWED FROM EXTERIOR-'-, :' 1001. C—by Ad•CI—Illmn 75W1 • P.D. B.. 819072 • DdoA it TSUI 6) D--- TWO APPLIES TO INSTALLATION OF FIN FRAME vS COW IN WOOD FRAME OPENING + w+-- TwodrWOODSTUDSUSINGMEwDIANA:_5 CR ,F8 SCREWS OF SUFFICIENT - - Lc•.;TH70PROVIDEMIN. EMBE0 T INTO SUB STRA'E. INSTALLATION DRAWING W000 FRAME STRUCTURE 7) IF :.ACT vnN7_W SIZE 15 NOT LISTED IN CHART, ,SE A.:C.OR CUANT1-Y LISTED "71. LARGER SIZE. - SERIES 1130 /1980 MODIFIED HORIZONTAL SLIDER 8) GE'. -: AL ALGA!-uUM'S 1180 SERIES HORIZONTAL SL DE= :S SHOWN, THIS PRINT ALSC AP= ES TO Trz 1980 INSULATING CLASS HCRIZOtI:AL SLIDER SERIES. ,(-// ORN CnRO SCALE B6 N/ A IwIl D— E oR.N NVM9ER w¢ S. ry REWaOH B. I 03/11/02 I GEN-002? MULLION ANCHOR BRACKET WINDOW FRAME JAMB TYP.) N SECTION u EXTERIOR DING No: GEN70452 GA P MULLION II I DIE NO. 1445 I II I I II I INSTALLATION MULLION I II IANCHORANCHORIII TYP.) BRACKETCENI . p t-s py FLOR MA B.0- L`. INSTALLATION J[ tANCHOR MANUACTMR N ( TYP.) olf STEM. EELE # 4 EN I ° SEE NOTES 8 SELF TAPPING a ° a ° ° ; ; a ° o #2 & #3 SM S ( TYP.) o o v ---s-- SUBSTRATE 1- 7/g' MULLION SECTION B-B DIE NO. 1445 A -A II. ELEVATION 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 TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 r `AREA: DRN: JS APRvD: — — — DATE: 3/1 % /02 WT/FT: — — — — SCALE: MA1L: — — DWG N0: HALF. -- GEN- 0452 PREPARED BY: . PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWT, HEATHROW, FLORIDA 32746 PHONE 407-605-0365 FAX 407-605-0366 4 1' 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 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.N. 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-(r 5 / FAX 407 80SM66 u CA020122 FEB. 19; 2002 02-0217 kA rf GENERAL ALUMINUM CORPORAIONT 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 805MW CA020123 FEB. 19, 2002 02-0217 DWG NO: J-0451 MULLIUN ANCHOR BRACKET INSTALLATION ANCHOR i (TYP.) WINDOW FRAME JAMB TYP.) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A -A M°JLLION DIE N0. 1446 MULLION J INSTALLATION ANCHOR ANCHOR BRACKET (TYP.) LL v ° SEE NOTESH ' 1 #2 & #3a ' a 4 c^i inc^rn A rc I 1— 7 /p" MANUFACTURER NAya. EXTERIOR ELEVATION E INv-... MASTER `' ILLE # 5- o377rr yNOTES: 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 C O R P . SIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" 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: ---_ oRN: JS APRvo: __-- DATE:3/1;`:= FRAMING. [,7 WT/FT: — _ _ — SCALE: MATL: _ _ — — DWC NO: HALF nn.n. i_ .'nu[ an RnS R\RS Caw •^)_Pf.S_:1 rn CYwn U O : rrtvuv. ,c•...v.v.• • ....••• ., .. .... D SHEATHING BY OTHERS STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIN AS RE"O•D INSTALLATION ANCOOR SEE'NOTES) :8 Sc- CAULK BETWEEN DOOR. FLANGE TWO BY WOOD L SHEATHING BY ETHERS Y I w I V I/4' MAX. SHIM SPACE DOOR WIDTH SLIDING GLASS COCP. FRAME JAMS EMBEDMENT TEMPERED GLASS TYPJ SLIDING GLASS DOOR FRAME HEAD II GI TEMPERED I GLASS (TYPJ I - 9.. -T:: :i,-+J .'r'. ..l.. ii. .... .._ r- DOORHEIGHT LO IDT4 -- SLIDING GLASS DOOP. ,FRAME SILL D It EMBEDMENT S d A P ° I LIBERALLY APPLY CALLKING ENDER SILL DR SEi $I! L. IN BED !N$SAL! Ai[CN ANC:iCR OF C:NCRETE B/IS" DIA. TAPC GN V SECTION A -A / PERIMETER CAULK BY OTHERS SECTION B-B MAX. SHIM SPACE TWO BY WOOD 1-1/8 HIM. BY OTHERS EMBEDMENT SLIDING GLASS DOOR SHIM AS REO'0. HOOK STRIP SEE NOTES) INSTALLATION ANCHOR a8 SCREW CAULK. BETWEEN DOOR FLANGE i SHEATHING j iNST LATIGN ANCHRR a8 SCREW TWO BY WOOD BY OTHERS cAULX BCTVEEN HOOK STRIP L SHEATHING 1-1/8, HIK EMBEDMENT SHEATHING BY OTHERS SHEATHING BY OTHERS TEMPERED GLASS STUCCO OR SIDING BY OTHERS TYP.) SLIDING GLASS DOOR STUCCO OR SIDING BY OTHERS INTERLOCK HOOK STRIP DETAIL NOTES, I) DOOR NATERIAL, ALUNIMPI ALLOT 6063. 2) 18 INSTALLATION SCRCWS NWST SE OF SUFFICIENT LENGTH TO ACHIEVE nlN. EnBEDENTOE1-1/8' INTO WOOD. TAPCON TTPC INSTALLATION ANCHORS AT SILL HOST BC OFSUFFICIENTLENGTHTOACiEWEHINENBEDNENTOE1-1/4' INTO HASOTYRY OR CONCRETE 71 INSTALLATION ANCHOR CHART On BACK Or THIS SHEET. A) USE SILICUNIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JAMBS. D) USE SILICCHIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUNOK DEXTERIOROrCO. 1 61 IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITT LISTED WITH NEXT LARGERSIZE. FOR THE APPROPRIATE DESIGN PRESSURE REG. 0. 7) FOUR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE 6 COKmURATION TO FInISHEo DEMUR. B PLACE INSTALLAT tam ANCHORS. IN FRONT OF HOOK STRIP AS SHOWN 8) GLASS THICKNESS MAT WART PER REOuIRE.NENTSOF ASTN EI300 GLASS CHARTS. 9IDOORUNIT11APPROWCDUSINGTENPEREDGLASSINSINGLEGLAZEDORINSULATINGGLASS. 10) JANI I SILL CORNERS ARE TO BE SEAL-D WITH A SMALL JOINT SEAN SEALER II). SHIN AS REO'o. AT EA. SET Cf INSTALLATION ANCHORS. NAX. ALLOWABLE SHIN STACX TO BE III'. 2) ALL InSTALLA;trI ANCFCRS HOST BE NICE OF CORROSION RESISTANT NATEPIALS. - I3I WHERE — REPRESENTS NOWING PANEL AND '0' REPRESENTS FIXED PAT{L-APPRG`/E0 EOKIGURATICNT ARE AS LISTED CN ANCHOR CHART TN DICK O' 1MIS SHE-T. E X T E P. I O R ELEVATION NO7 ALL c MFIGURA; IG S LISTED .BGWE ARE SHOWN OO THIS DRAWING. dvCWER INSTALLATION SECTIONS -A-A', -3-3' L HOCK STRIP )ETAIL APPLY TO INS TALLATIOMOF ALL APPROKD CONFIGURATIONS. 2 PANEL DOOR SHOWN IS) FLORIDA EXTRUDEaS 1000 SERIES SLIDING GLASS DOGR IS SHOWN THIS PRINT ALTO APPL;Ei t7 2000 SERIES AND 500 SERIES. REVS DESCRIPTION DATE I INI P T T) A EXTRUDERS FEB 2.1 2002 A 1 1 B La \ C-1 INT. INC. SA.NFOPDFL. TITLE: SLIDING GLASS DOOR, INSTALLATION ION \,/I T H -S SCREWS DRAWN BY: 33 APPROVED BY: I ATE: 12::7;%Gi (SCALE: Ni: IDWG ;FLE.- ? -E CONCRETE OR SHIN AS RE'C'D _ MASONRY OPENING (SEE NOTES) BY 0-H:_?S CAULK BETVEEN DOOR FLANGE t VGO BUCK CAULK 3ET VEEN PERIMETER WOOD -BUCK t CAUL r. Br MAS'Y. OPENING RS, BY CIT Y.EI',OTHE STUCCO By OTHERS INSTALLATION ANCHOR 18 SCREW (TYP. WHERE - TAPCONS ARE NOT REO'D- SLIDING GLASS I lit DGDR FRAME SILL UUU INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR 0 SCREW (TYP. WHERE ONE BY WOOD TAPCCNS ARE NOT REC'D.) PUCK BY OTHERS 1 1/1' MIN, EMBEDMENT SLIDING GLASS DOOR FRAME JAMB 1/4' MAX. D 1 I SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPEREDGLASS (TYP-' DOOR HEIGHT R71 EMBEDMENT 1-1/4' HIN. d A ° D D LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' Di A. TAPCON r'r-r'T-Ink[ P. A TEMPERED GLASS cTYP.) PERIMETER CAULK BY OTHERS S.G.D. WIDTH f-I/o MAK. SHIN SPACE 1 1 1/4' MIN. 1 - EMBEDMENT ONE BY WOOD I BUCK BY OTHERS CAULK BETWEEN d WOOD BUCK t MAS'Y. OPENING BY OTHERS SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR 3/16' DIA. APCON - Q CAULK BETWEEN DOOR FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONP.Y OPENING BY OTHERS INSTALLATION ANCHOR CAULK BETWEEN 3/16' DIA. TAPCON WOOD BUCK L MAS'Y. OPENING BY OTHERS SLIDING GLASS DOOR CALL\a HOOK TRIPLBETWEENHOOKSTRIPt HOOK STRIP' Q WOOD BUCK 1 1-1/4• MIN. EMBEDMENT I d d ONE BY WOOD — BUCK BY OTHERS STUCCO BY OTHERS l i 114 P4Au%UB0 B. O.A.F.-TEMPERED GLASS JTYP.) SECT10N B'ACFUR.ER tiR,lS.' SLIDING GLASS OOP, 1- • a VY e INTERLOCK MASTER FILE ,t S HOOK STRIP DETAIL 1) DOOR MATERIAL, ALUHIMIN ALLOY 6067. 2) 7APCON TYPE INSTALLATION ANCHORS MUST BC OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBCDnEMT OF 1-1/4• INTO MASONRY OR CONCRETE. J) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAME MEMBERS. 4) IAPCON ANCHOR CHART ON BACK Or THIS SHEET. 51 USE SILICONIZCa ACRYLIC CAULK BEHIND DOM FLANGE AT HEAD L JAMBS. 61 USE SILICDNIZCD ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR 7) IF EXACT . SIZE IS HO1 LISTED IM ANCHOR CHART, USE ANCHOR OUANTITT LISTED 'ITN MEX1 LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. BI FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION 10'FINISNED DPCNING. PLACE TAPCDNS. IN FRONT OF HOOK STRIP AS SHOWN. 9) GLASS THICKNESS MAY VAR, PER REOUIRE.ENTS OF AST E1300 GLASS CNARTS. 10) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAP& ANCHOR SNOULD BC FILLED VIT- .8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 5/8' EMBEDMENT INTO WOOD BUCK. III DOOR UNIT 1S APPROVED USING TEMPCRED GLASS IN SINGLE GLAZED OR IMSULATING GLASS. 12) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 1)) SHIM AS RE 0'D. AT CA. YET OF INSTALLATION ANCHORS. MAX ALLCVABLE SHIM STACK TO BE 1/.•. 1.1 ALL InKTALL.TION ANCHORS MUST BE MADE OF CORROSION RES:SYAnT MATERIALS. IS) 'HERE 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PAMCL APPROVED CDFIGURATIOMS ARE AS LISTED ON ANCIOR CHART DN BACK OF TMIS SHEET. 16) NOT ALL CG+FIGURATIOM2 LISTED ABOVE ARE SHOWN ON THIS DRAVING. HOWEVER INSTALLATION EXTERIOR ELEVATION SECTIONS •A -A• •B-B• L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SHOWN CONFIGUR OAC J. 17> INSTALL CRY TAP[pN IN EACH PAIR lY FACTOTH APPLIED INSTALLATION HOLES UNLESS NOTEDDTMERVISEONANCHORCHART. SEE BACK OF THIS SHEET. is) FLORIDA EXTRUDERS 1000 SERIES SLiDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVS DESCRIPTION DATE INI F L O P I D A INT.RINC.PS SANFOP.D TITLZ: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS DPAWN BY: BB APPP.ovED BY n rC. lO/C/n; Icr.)r. NiTC TAPCON ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD & 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 61 PSF TO UP T 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 P-F 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 xx, Ox, XO 48 X 80 3 3 3 4 4 4 3 3 4 506E XX, Ox. XO 60 X 80 3 3 3 4 4 4 3 4 4 6068 Xx, OX, XO 72 X 80 4 4 4 4 4 4 3 4 5 8068 xx, Ox. x 96 X 80 5 5 5 4 4 4 3' 4 5 10062 Xx Ox x0 120 X 80 6 6 7( ) 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, x0 72 X 96 4 4 4 5 5 5 4 5 6 8080 xX, Ox, x0 96 X 96 5 5 5 5 5 5 4 6 6 10080 XX Ox, x 120 x 96 6 A 7 ) 5 5 5 4 6 6 50100 xx, Ox, x 60 x 120 3 3 3 6 6 6 5 6 7 60100 xX, x, XO 72 X 120 4 4 4 6 6 6 6 I 7 8 80100 xx. OX, XO 96 X 120 5 6 6 7 (DI) 6 8 9 9068 XO 109 1/8 X 80 5 6 4 4 4 3 4 5 12068 OX 145 1/8 X 80 7 157 9 (D2) 4 4 4 3 4 5 15068 xO 181 I/8 X 80 8 10 (DP)1(> 4 4 4 3 4 5 9080 ORO 109 1/8 X 96 5 5. 6 5 5 5 4 6 6 12080 OXO 145 1/8 X 96 7 8 (DI4 9'S>:' TtS= 5=`•t 5 4 6 6 15080 OXO 181 1/8 X 96 8 5 5 5 4 6 6 90100 OX I09 I/8 X 120 5 5 6=..:'+ 15,07 DI) 6 I 8 10 120100 OXO 145 1/8 X 120 7 6 6 7 (Dll 6 ! 8 10 9069 XXX 106 5/8 X 80 5-:..=.• _ 6-_..._.:_. 4. 4 .:<: A 3 4 5 12068 XXX 142 5/8 X 80 7 7 8 (D1) 4 3 4 I 5 15068 XXX 178 5/8 X 80 8 1 q 4 4 4 3 4 5 9080 XXX 15 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 X 96 7 8 (D1) 9 (D2) 5 5 5 4 6I 6 15080 XXX 178 5/8 X 96 8 11 (3) 13 5 5 5 4 6 6 90100 xxx 106 5/6 X 120 5 6 6 6 17 6 I 8 I 10 120100 xxx 142 5/8 x 120 7 na n (n 6 6 7 6 8 10 10068 OXXO 119 5/8 X 80 6 6 7(1) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 8 (Dl) 4 4 4 3 I 4 I 5 16068 Oxx 191 5/8 x 80 9 10 (DI) 12 (D3) 4 4 4 3 4 5 10080 UXXU 1 /b X '7b b 6 7 (D1) 7 4 6 b 12080 OXXO 143 5/8 X 96 7 8 (DI) 9 (D2) 5 5 15 I 4 I 6 I 6 16080 XXO 191 5/6 X 96 9 n ) Iq (D5) 5 5 5 4 6 6 100100 OXXO I1S 5/8.x 120 6 6 7 (DI) 6 6 7 (Du 6 6 10 120100 OXXO 143 5/8 X 120 7 19 (D2) I 10 cD3) 6 I 6 17 (DI > I 6 I 8 10 160100 OxxO 191 5/8 x 120 10 (DI) 13 (D4) 5 <D7) N6 6 7 (Dll 6 8 10 10068 xxxx lit /4 X 6 6 4 4 4 3 4 1068 XXXX I I 18 ((D I 14 I I16068xxxxI891/4 X 80 9 (DI) 10 02) D4) 4 4 3 4 5 10080 xxxx I1 1/4 x b 6 7 CD1) 4 6I12080xxxx1411/4 X 961189 7! 6080 I 8(DIa) 9 (D2) I I 15 I Ixxxx1/4 x 56 9 (Du 5 5 4 6 6 100100 xxxx 117 I/4 x 120 6 7 (D1) 6 6 7 (D1) 6 8 10 120'.00 xxxx I 141 1/4 x 120 7 18 (D1) I !0 (D3) 6 I 6 I i (DI) I 6 8 I 10 160100 xxxx 189 1/4 X 120 i0 CDc') 13 (D5) 15 (D7) 6 6 7 (D1) 2 l0 ` V W1,09 ANCHOR NOTES: I) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'DI' THRU 'D7' DESIGNATES IN WHICH SIZE & CONFIGUP,EATIONS 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) 'Da' 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 & SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT "T INTERLOCK OR BUTT STILES IN HEAD b SILL. B: SECONDLY, AT EACH END OF HEAD SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED IN A G 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 & SILL CORNERS. C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A & B. r I 1J3 ( Z A EXTRUDERS F L f INT. INC. SANFORD. FL. me SLIDING GLASS DOOR. TAPCON GLASS CHART CIVIL s`"" N.T.S. o•c GA GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES 19.125 26.500 30.500 37.000 48.000 53.125 WDW. WTH. >EWDW. HGT. V 26.000 758 705 705 705 705 705 293 243 229 220 219 219 38.375 138 109 101 91 85 85 50.625 108 85 78 7Q 63 62 54.625 102 80 73 65 59 58 55.625 63.000 69 53 48 43 37 36 72.0 30 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 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) WINDOW FRAME HEAD TYP.) INSTALLATION ANCHOR TYP.) 8 SELF .TAPPING SMS (TYP.) MULLION DIE NO. 1447 PR6" A 1RCT R NAME: TER FILE # 6 SEE NOTES --12 & #3 D 1'IV L1..-lu; DIE NO. 1447 SECTION DWG NO: GEN-0453 INSTALLATION ANCHOR TYP.) SUBSTRATE 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. ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. II EXTERIOR 2) IN MASONRY CONSTRUCTION, 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 B B OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MUL.LI N ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP, CARROLLTON, TEXAS TITLE; FIN H RIZONAL MULLION INSTALLATION DETAIL t ALUMINUM TUBE MULLION, DIE NO. 1447 AREA, DRNI BB APRVD, ---- DATE13/17/02ELEVATIONfSCALEMATLI _ _ - - DMG NO, vv rl __-- HALF GEN-0453 i CVc pRCp Rm.v' PRODUCT TECHNOLOGY CORP„ 250 INTERNATIONAL PKVY., HEATHROW, FLORIDA 32716 PHCWE 407-805-0365 FAX 407-805-0366 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM FIN HORIZ. MULLION MULL SPAN> WDW. 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020040 12,1an-2002 01-1201 4 ... DNG r u: 4-0450 NIULLI( ANCH( BRACK WINDOW FRAME JAMB TYP.) STALLATION JCHOR YP. ) 8 SELF TAPPING SMS (TYP.) IVI ULLI UIN DIE NO. 1448 SECTION A- A MULLION ANCHOR BRACKET MULLION DIE NO, 1448 INSTALLATION ANCHOR TYP.) i SEE NOTES 2 & #3 LJ M y.L i Va AC Utt1JV(.JlI EXTERIOR ELEVATIONlt/i,4L/N l/`? y LL 1 . O MASTER FlLiE G NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. AND SIDE. CARROLLTONT TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" " DETAI_ Zll DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4 MIN. TITLE: FIN VERTICAL MULLION INSTALLATION EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA. ORN: JS APRvD: -_-_ DATE: 3 1 : % C SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. wrwr: __-- SCALE: HALF MATL: ---- OWG NO:GEN-C-_G PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW. FLORIDA 32746 PHONE +07-605-0]65 FAx +07-'-%5-C `=° GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES 18.000 24.000 30.000 36.000 48.000 53.125 WDW. WTH. > WDW. HGT. V 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 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 I FAX 407, 8054)366 CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 R &?/ FIN VERTICAL 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 32.000 380 378 378 378 378 378 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 8. APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 gyp . I 1 1 1 1 y, 1 1 ` l 4 • FI 71L1as1. TESTED IN ACCORDANCE w'TH STA DARD BJIMING CODE. CHAPTER 17, f0 A POSITIVE AID NEGATIVE 37.5 PSF. 2. DA9i NLA6ER'yREPRESENT VARIOLb SECTIC14 HEIGHTS. S. FOIR SEC71CN 7' HIGH DOOR SHORN-. 6' HIGH DOORS HAVE FIVE SECTIONS. 4: SECTION HEIGHT OF 20.812, 19. 00 t 16.75 ARE AVAILABLE L AHD ANY BE LSED IN CCM61W1TION TO ACHIEVE VARIOLIS HEIGHT DOORS. 5. D•605.4ENT PATTERN OF 14.50 X 20.375 SHORN. ALTERNATE PATTEFRINS OF 12. 50 X 43. 375 AND 12. 50 X 20.375 MAY BE USED. 6. TORSION SPRINGS SHORN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRACKET, REF. P/N 405964-0002. ON e' HIGH DOORS ONLY. S. WINDOW ANY BE INSTALLED IN THE TOP SECTION OR THE SECTION IM•EDIATELY BELOW THE TOP SECTION. 2' X 6' MOOD JAI-6- 12' X 4' MOOD J" OR ECIAVALEN7 /N 405964-0001 I 1/4' TRACK BOLT oJLJJS/16 X 1 3/4' 5' REF LAG SCREW _ DETAIL SCALE: 1/8 3 1/8—+{ 2' X 6' NWOODJ.6 W2' X 4' MOOD JAA6 °D"9—'7 OR EgUIVALENT IIZCNTALTRACK k C(1;NTERBALANCE TIONAL12RL SPLICE INHORIZONTALTRACKAT TOP OF F2AD 1US D" 405964-0002 5 a. CONSISTENTrWI TH THE DOOR SHUAN. THE STRJTS FOR THE ADDITIONAL `INTb&'PATEB a v>s e RE SECTIONS ARE TO BE PLACED AS 940M1 ON THE THIRD SECTION" - ' u'! 1 t; •a C RE 10. TEPID BY TIFF NT DIMENSION 13ETWEENAF`E ACMAL SECTION HEIGHTLLSECTICP'JS LESS THAN Bd220.1D.VTER r LE 11. SCREW PM 605911-0001 IS A 1/4' DIA % 5/B' LONG TYPE A8 HEX HEAD AETAI $CREW. 12. STRUT PLACEAENTS CAN VARY i3-. ®® s 13. QyNNTI TY FOR LOCKS CAN BE 0, 1, OR 2. TRACK END HINGE o II1-1/2' REF SECTION "C-C" TYP 2 Pt0S0002a061166- 0D1 TYP 2 PLCS 400650-0002 9B8 HS-2 TYPICAL .. rPLACEs - _ 303 36.00 Z.Q93 407605-0002— TYP 2 PLCS 061166-0001ILTYP2PLCS VIEW 'D-O' 2' TRACK 049 THC (VERTICAL) STANDARD TRACK DETAIL FOR 9' SCALE: 1/10' " 1' SERIES 280 THRU 289 ARE EQUIVALENT CONSTRUCTION 25GA STEEL SERIES 180 ARE SAtyIE CONSTRUCTION AS SERIES 280 ONLY 24GA STEEL AND Et`D CAP. DOOR TESTED WAS 281 SERIES. 405771-0001 061165-0002 CDCT2 WIDTM CENTER ST IIE EHD STILE I70LL5T STRUTS]/SECT. ROLLER VERTI TfRACK tJPER Fa-DHT) I HARDWARE 9' 1 SINGLE YES' F150 2' X 7/16' 049' 113 STD. OPTIONAL WINDOW DETAIL SCALE:3/32 TEplIllFFRINGAJJC{ii I "4 INTERIOR ELEVATION SCALE: 1/16"1' N woe wppvv •w"•ow iw a aoi =it wai NZI + oeeibvn v ".e:w eaoau w enaaweii ni ooemaa raYTWI0TeleRON•: MYtt •D1 RO1EY..CO 0 10 M•I•CRiC • .rs wwaee e aeo rasa. n ns« .wwsw e. • svwii Nit u we " ^ _ 7' -0' SHOWN) 6' -0" -.. - VAX. HEIGHT 405771-0002 061166-0002 LER SEENOTE 4 SECTION 'ArA" SCALE: 1/4 ID FA 02119 ID FAtV 02/19 STRUT TOPFIXTLRE D HI WE STRUT 1-0 2- 9' -0' A4AK - D •'OTag 706 TIiC. 32 0 0 070 MIN P/N 401199-0001. TOP FIXTURE ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 2 9/32 070 MIN 00 3 3/16 0kDO O0O7/ 16 F P/ N 407603-0001, CENTER HINGE STEEL DOORS ATTACH TO DOUR WITH 4 SCREWS PM 605911-0001 091 MIN-0 YY0 O 3 9/16' O O o 0 0 2 7/16' PM 405771-XXXX BOT. FIXTLRE FCR 180/280/290/ 390 SERIES ATTACH TO DOCK WITH 3 SCREWS P/N 605911-0001 A2' 25 1/ 8 I« IENCTH = DOCR WIDTH 1 / r 8—'L' 775/ 8 MIN. TFK. P/ N 400650-XXXX, ROLLED FIS-X STRUT ROLLED F5 STRUT C44RT PART IJI.h R MIN. TH(. STRUT 400650- 0002 050 IHS-2 400650- 0004 020 1 HS-0 O O O 2T 1/166" 0 J 4 5/8' o 000 3.—+ i P/ N 061601-0000, SLIDE LOCK ASSY II L 4 I 3/ 5- 1 1 3/4' 2 9/ 32 0T7; 0 MIN' O Oy }/ 8= H J 3/16AH 108 Mlrv-afMIN- 4- P/N 405964 t 046450. BRACKET, SCAB P/N 405964-0002, BRACKET, SCAB JOINT 046450-0003 SC- 46 BRACKET DETA L L S ATTACH TO DOOR WITH " 2 SCREWS P/ N 605911-0001 TITER STILE N 408680-0004. 5.6© P/N 407605- XXXX, EFD, HINGE STEELDOORS rF!` T.( PAM NAffit 05 so7w1-Dora 1.10 o t 407605-0004 1.3-1 407w3-0003t. w ATTACH TO DOOR WITH 4 SCREWS P/ r( 605911-0001 7/74' DIA V 7 13/ 16' DIA END CAP _ _ P 408794-0p0 T CN 180SERIESILS7/t6•-. DON 280-SERIES I '! j P/N 061166-0002. ROLLER ASSY. 1 `-- HS STRUT TICAL STILE DR l ( SELP-0RI LL IhG) SECTION 'B-B9 STEEL STR)TS 9' WIDE DOQLSI 7 9/16 REF 1 13/16DIA REF 7/16 DIA. REF. 1 P/N061160-0001, ROLLER ASSY, TR-3 x err mswer a. pwlle. a ..{ m a x nalu sal m wla. iw u .e a ue® aoecoa Ia am oe.ewr I.nw. rm ww® eat. we w rs1 [ ewmno a w rvowR weew ss=® eew nxmale Iarra ar s w e met wow ry ID FAW 1 02/ 19/23 k 780 9-0' J A a y t/ nv rs 1. BUILDING CODE. CHAPTER 77, TO A POSITIVETESTEDINAANCEY/I TH STANDARD AND NEGATIVE 37.5 PSF. 2. CASH µA9ER5 REPRESENT vARIOUS SECTION HEIO'"S. 3. FOL.R SECTION 7• HIGH DOG( SHOWN. 8' HIGH DOORS HAVE FIVE SECTIONS. f .- SECTION HEIGHT OF 20.812.'19.00 t 16,75 ARE AVAILABLE AND MAY BE USED IN CG9INATICN TO ACHIEVE VAR OIb HEIGHT DOORS. 3. 06GOSQENT PATTERN OF 14.50 X 20. 375 9HOIWN. ALTERNNTE PATTERNSOF 12.50 X 43.375 AID 12.50 X 20.375 MAY BE USED. 6.. TORSIC" SPRINGS SNUMN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRACKET, REF. PM 405964=0002. ON 8' HIGH DOORS ONLY. 8. WINDOW MAY BE INSTALLED IN THE TOP SECTICN OR THE SECTION INMDIATELY BELOW THE TOP SECTION. 2' X 6' WCCD JAA9 OR EWOW JM9 , OU I V N 405964-0001 I 1/4' TRACK BOLT 1 5! 16 X 1 3/4' 5' REF LAG SCREW t - DETAIL ' E' • SCALE: 113 2• x 4 WOOD JAW D' OR EQUIVALENALEN T IZpNTAL TRACK k CUINTERBALANCE 9. THE STRUT PLACEI.E.ENTCH DOgtS CCNGTRIICTED WITH 5 OR MORE SECTIG,S MST BE CONSISTENTWITHTHEDOCKSHOWN. THE STRUTS FOR THE ADDITIONAL INTET4.EDIAT { / f SECTIONS ARE TO BE PLACED AS 9a07N ON THE THIRD .SECTION k 441'f S 10. THE STRUT PLACDA N7 DIMENSION ON ALL SECTIONS LESS THAN 20.812' k4STtB w3 REDUCED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT a20.812'. 11. SCREW P/N 605911-0001 IS A //4' DIA X 5/8" LONG TTP AS HEX HEAD METAL SCREW. 12. STRUT PLACEMENTS CAN VARY f3'. 13. aJANTITY OF LOCKS CAN BE 0, 1. OR 2. _ TRIUCK END HINGE \ 1- 1/2' REF A I II 1 OnoPANEL SECTION018 THK) WEATHERSEAL- Stu I I UN "L.-U F405964- 0002 SCALE: 1/2 CNAL SPLICE INZCN ALTRACKqTOF IUS D" T0002 TYP 2 P4CS 1 ill 400650- 0001 - 966 HS-1 TYPICAL OPDNIH. HEIGHT . .. ._.. _ __ __ ... ... .. ...... ... 3-PLACES wLN4s11 [.... _ _. .. 046450=0003--- . 2. 9] 1.00 36.00 E ` VIEW ' D-D! III IT 2• TRACK 049 hK ( VERTICAL) STANDARD TRACK RETAIL FOR 9' SCALE: 1116' • 1' SERIES 280 T4ZU 289 ARE EQUIVALENT CONSTRUCTION 25GA STEEL SERIES 180ARESMECONSTRUCTIONASSERIES280ONLY24GASTEELANDEND CAP. DOOR TESTED WAS 201 SERIES. DOOR WIDTHCENTER STILE ETD STILE Lgo ET T STRUTS/SECT. ROLLER VPT IGTRACK IW.IPPEI 40577 -0001 061166-0002 AD HV1RpWARE HT) STD T 4— OPTIONAL WINDOWDETAIL SCALE: 3/32 INTERIOR ELEVATION SCALE: K p1 M lmnf n/Inwfq aI Inf KR n K • f• fwfA OmI QafO1N A A f.101 Aft n IafO apIYQ N ROLLER SHAFT BRAO(ET 405742-0001- OLLER L ( 7•-0' 9- 10W) B.-01 _ ._ _-__ .. MAX. HEIGHT 15•® Q0000 © t 12 tl u er-N STRUT TOP F I XTIRE SEE NOTE4ENDHINGE L ,0 0 rHS STRUT17/B' THC. SECTION ' A -A" SCALE: 1/ 4 DESIGN LOAD 25 PSF ± TEST LOAD/ 37. 5 PSF ± lR7 .. NOTES RE1 monnia 2 71/32' 2.25 LENGTH = DOOR WIDTH _ 1• 2T1FRON1 /8 O O o 091 MIN- - O I 2 7/t61T- ,106 TFV. 3 Efi 4 5/8' 32 O o 5/8 MIN. T. O OfflI IPM 400650-%1CXX, ROLLED HS-% STRUT 070 MIN-4- 2 7/16' ROLLED HS STRUT CHAR) 3' PM 405771-XXXX DDT. FIXTIRE PART' NL4.6ER MIN. TFK. STRUT P/ N 401199-0001, TOP FIXTURE FOR 180/280/290/390 SERIES 400650-0001 O30 HS-1 P/N 061601-0000. SLIDE LOCK ASSY ATTACH TO DOOR WITH 400650-0004 .020 HS-0 ATTACH TO DOOR N9 TH 3 SCREWS P/N 605911-0001 SCRE17S• P!N 605911-0001 - II I I 2 9/32 2 9132 fy—.' •H, 7F— I I-+t-.070 MIN 'L't 3Y4' 4 3/8•1 .---.{--1 3/4' .070 MIN 1 OOD --Ti-IO I ' 3 000 FO-] 2va O O 2 3/8' H 3 3/i63 3/161 t1000108MIN . 708 MIN i{f- / 7/16 Fes- PM 405964 A 046450, BRACKET, SCAB PIN 405964-0002, BRACKET, SCAB JOINT P!N 407605- XXXX. ETD, MINCE+ RESID. STEEL DOORS PART. N.A6ER P/N 407603-. 0007 CENTER HINGE 405964-0001 J-114 LR: v:'W PARTNAH7tSTEEL DOORS Sy j 6o E4o7eos-coax .85 046450-0003 4• _ ATTACH TO DOOR WITH ' e T R' 4a7605-000] 1.10 4 SCREWS PM 605911-0001 v•r` f . SCAB BRAGYCET DETAILS r " 4o7eos-oaot 1. 3s ti 4o78os- 0005 t.eo TH 2 TTACH TO CREWS P/N 60059111-0001 •'y t• ` L;- 4 ATTACH TO DOOR WITH SCREWS PM 605911- 0001 CAP _ Pp1 408794- 0001, 2,3 STD ON 150 SERIES NNNDODTTT REO'D ON 280-SERIES PIN 5.61 7 9/18 REF 7/16 -- i 13/16 DIA l 13/16• DIA REF 7/16 --DIA. 7/76•--46- REF. - PM 061166-0002. ROLLER ASSY. N TR- P061768-0001, ROLLERASSY, iR-3 i 11 CAL STILE CR t)SELF-CRILLINCI SECTICN ' B—B' STEEL STRLI)S 9' WIDE DOORS) m. aulw S. a IP M le 14e9 mIAQ , Torsla s awa o oes ..o, r 'i ^F ~`POSE ITT U11{ AT MTK. 1280 k 180 7218/ 7 RESI TL DR.B"-0' 02/19/ .. 4 9338 02/19/90 sre, 3 _ 2' o.: MIAMI•DADE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING . BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (305) 375-2908 Premdor Entry Systems CONTILkCTOIt LICE.NSINC SECTION 911 E. Jeferson, P.O. BOX 76 (305) 375-2527 FAX (305) 375-2533 Pi urgh ,KS 66762 Your application for Notice of Acceptance Entergy 6-8 S-W/E Inswing Opaque Sing under Chapter 8 of the Code ofMiami -Dad CON'rIL1CTOlt L;NFORCMNIENT DIVISION 305) 375.2966 FIV.N (305) 375.2908 PRODUCT' CONTROL DIVISION 305) 375-2902 FAX (305)3 72.6339 ulated Steel Door - Alternate, Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.16 EXPIRES: 04/02/2006 Raul tcoangucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review_ Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County APPROVED: 06/05/2001 Building Code Compliance Office PRODUCT PERPOR.MR06 DRTR HURRICANE CODE , MM-EDGE STEEL DOOR In WOOD PRRMB PRODUCT CERTIFICHTIOn SHEET 0 1 - Q314,1 (o %,Dv- r s, Valid for the following side -hinged door arrangements: DUE ODORS - Bar namInRL HEIGHT: Single Door with Sidelite on Hinge side Single Door with Sidelite on Strike side Single Door with 2 Sidelites /Double Doors DOOR STYLES: 13 1113ML Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel Zt 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE STYLES: 13® ®® ®® ®® ®® ®® 680 Series 129 Series 200 Series 12R,12L, 23R, 450 Series 152 Series 149 Series 23L, 24R, 24L Series ImPRCT "1 F MULTI ME STL WO —OP Entergy- ' Entry Systems Cur Continuing program of product lmprovemml makes speCilkatians, design and product detail subject toCharge without notice. Premdor Entry Systems ACCEPTANCE No.: 01-0314.16 APPROVED EXPIRES April 02.2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews' the Notice of Acceptance No. 00-0321.18 which was issued on April 28, 2000. It approves a residential insulated door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do . not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-W/E Inswing Opaque Single Residential Insulated Steel Door with Sidelites — Impact Resistant Door Slab Only and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1020-EM-1, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Steel Edge Single Door with Sidelites in a Wood Frames with a Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01115100, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door only, as shown in approved drawings. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non -habitable areas where the unit and the area are designed to accept water infiltration 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): 4.2.1 Door: the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South ors Building Codc SFBC) in order to properly evaluate the instal la f is s tem Man el Perez, P.E. Product C r Examiner Prod ontrol Division 2 C Premdor Entry Systems ACCEPTANCE No.: 0.1-0314.16 APPROVED JUN n 5 7nm EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting datai engineering documents, ace no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted,is no longer practicing the' engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this. Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration, date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP . NC Manu Per z, P.E., Product Co ro Examiner Produ ontrol Division 3 4' MAX— 15' MAX O.C. 15' MAX D.C. 15' MAX O.C. A 15' MAX O.C. 15' MAX O.C. 6' AX PREMDOR (ENTERGY BRAND) STEEL EDGE SINGLE DOOR WITH SIDELITES IN WOOD FRAME WITH BUMPER THRESHOLD INSWING) 100' MAX 4' MAX- 3' MA) 15' HAx 22' x MAX l5' MAX 64' DLO 15' MAX MAX 4' MAX 4' MAX 3' MA MAX 14' FMAX ON Ist. NINEMAx I u 4' MA 31 3/16' ( ' ON HING($ KVIKSET DEADBOLT- MODEL 660 SERIES OR HARLOC DEADBOL MODEL 820 r-5 1 / 2' KVIKSET LOCKSETJ MODEL DL200 SERIES OR HARLOC LOCKSET MODEL 1o0 31 3/16. F '" ON HINGES 14' MAX MA 14' 4' MAX MAX 4' MA 15' IS' MAX MAX 43 1 16' TOP OF DOOR TO OF LOCK l5' MAX 15, 4' MAX 3' MAX 3' MAX -'1 3' MAX 3' MAX NOTES: 4' MAX 4' MAX 4' MAX MAX I.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, 2.) THE PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE MELLOWING INSTALLATIONS. A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. L.H. INSVING R.H. INSVING B. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL WOOD BUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE MASONRY WITH OR WITHOUT A NON-STRUCTURAL BY WOOD BUCK. ALL ANCHORING SCREWS TO BE 910 WITH MINIMUM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE VHERC VAIER INFILIRAIION REQUIREMENT IS NEEDED i VHERE VATER INFILIRATION REQUIREMENT IS NOT NEEDED 7—ositive NOT A PROVED x x OR 3/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR INTO MASONRY. OVERHANG SUCH THAT THE ANGLE BETVEEN THE EDGE OF CANOPY OR OVERHANG 4. UNIT MUST BE INSTALLED WITH 'MIAMI-DADE COUNTY TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS NON -HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED TO 5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT VATER INFILTRATION. AND DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES. 6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE JAMBS AND SIDELITES. u Heuuszaln.rvc rcc 7. DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE mmix, amictiosnanrcL% CORNERS ARE COPED AND BUTT JOINED. B. DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST N10 x 1 1/2' MINIMUM EMBEDMENT 1 4) PER HEAD 6 SILL, (6) PER JAMB ALTERNATE: 3/16' PFH TAPCONS w/I 1/2' MINIMUM EMBEDMENT IPLCS SEE OTET5) A 80 11/16' 4' MAX R8 x 1 3/4' F.H.W.S 3) PER SIDE FROM JAMB INTO THRESHOLD APPiiGVEO AS CC,APLYING WITH THE SOUTH F ORI BBUILDING CODE OA E BY IvLtla PRODI.fT CNJTROL DIVISION ( BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.01- 03 L l•• I (p INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. PRODUR LNIRY SYSILM 31-1020-EM-19. FRAMES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ 911L ZTEW VATER-REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. MHs R1676t SHEET 1 OF 6 v¢awlu C GLAZING DETAIL S"850AE INTERIOR 1/2' GLASS BITE 29VI/8' TEMPERED GLASS INSWING INTERIOR OTHER CONFIGURATIONS APPROVED AS COMPLYING IAITHTHE SOUTH FL RIDA BUILDING CODE DATE SUN 1 PRODU&COUTROLDIVASION 6 BUILDING CODE COMPLIANCE OFFICE aCrFpTANCEMOo\'oa(-ito IDGIL UUSS K nTUDG- LKU PREMDUl 911 L 17TDi411 i111S9 fi Q U 0 iTwmll ti 1-1020-EM-I SHEET 2 OF 6 QYISI01 UIIR C m 6• 6" III OTHER DOOR CONFIGURATIONS 80 80. 11/16• MAX 3%5 CCRIPLYING VATH THE6" MAX 3' MAx i TA4' MAX MAx 4' MAX N ,-/ VI, -' BVn-DNGCODE3' MAX J II DR. By 3' MAX-3' MAX y, 4' MAX a• MAX 4' MAX 4' MAX PODUR FRODU C NTROL DIVISION 911 E. JEFFERSON BUILDIN ZnDE COMPLIANCE OFFICE PITTSM, KS 66762X\ • ACCEPT- !OOL:D W L- no 100' MAX- I' MAX 4' MAX 1' MAX 4' MAX 3' MAX 3' MA', 3' MAx 4• MA 15' _ j4• Max MAx 15' MAX QC. 15' MAX O.C. 15' MAX C.C. 15• MAX D.C. 15' MAX i IIII M1AX 4' MAxL OO r4 MAX 4' Lj4' MAX MAX IIII 1 MAX15' MI5' AXMAX 15' IS' 1s•J MA% T0.` S 6' X 31- 1020-EM-I SHEET 5 OF 6 REVISION LETTER 80 11/16' MAX 1/4' SHIM MAX F— 3/4' INTERIOR 79 5/160 MAX 2 BY WOOD BUCK 1 1/4" EXTERIOR MATERIALS LIS I ITEM NO. DESCRIPTION PART NUMBER COMMENTS WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 20 COMPRESSION WEATHERSTRIP M- 5 CKSCRE N BRAND LOXSEAL 9650 (BRONZE) 3O WOOD STRIKE JAMB M- 2 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' 5Q TOP CHANNEL EM-08 PREMDOR BRAND - t I1/16' - 20 GA STEEL STEEL SKIN AIX TItto SIla)GIB ]AD PSI26go. C017 1.004 -.000) xx TMOD(A PR RQ( Ifs[ RD{RI Q SP O Pat YURETHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 tbs./Ft' BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL O WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT ' 9 STRIKE STILE EM-06 PREMDOR BRAND - 1 I1/16' - 20 GA STEEL It HINGE STILE EM-05 PREMDOR BRAND - l 11/16' - 20 GA STEEL 9 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 9 4-x4' HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) la WOOD HINGE JAMB EM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 15 10-24 x 1/2- F.H.M.S. 4) SCREWS PER HINGE INTO DOOR 16 10 X 2' F.H.W.S. 5) SCREWS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOWN FROM TOP, HAX 18' O.C. THEREAFTER 10) SCREWS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOWN FROM TOP MAX 8' O.C. THEREAFTER 4) SCREWS THROUGH EACH HINGE INTO DOOR JAMB 6) SCREWS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOWN FROM TOP, MAX 15' O.C. THEREAFTER i/ 110 FHVS. V/MINII()11 1/2 EMBEDMENI OR 7n6 PFM tAPCptS v/MIMIMu(I IR EMBEDMT REFER TO ELEVATION VIEV, FOR IT OF SCREVS USED AND LOCATIONS 18 SIDELITE WOOD STILE EM-28 15/16' X 1 11/16' MTL TO BE PINE OR EQUIVALENT 19 48 x 2' F.H.W.S. 2) SCREWS AT EACH STRIKE PLATE 0 LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 0 NOT USED ON THIS MODEL WOOD SIDELITE JAMB EM-19 1 1/4' X 4 9/16' MTL TO BE PINE OR EQUIVALENT 22' X 64' SINGLE PANEL GLASS EM-20 TEMPERED GLASS IN POLYPROPYLENE FRAME— DC-1643 — (ODL-2. AR TEMPERED GL11/4" SIDELITE TRIM (WOOD) EM-21 5/16 x 112' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EM-22 v e' . V MTL. TO BE PINE OR EQUIVALENT - ITEMS ARE MOLDINGS USE[ FOR 'SIDE BY SIDE JAMBS' AS MULLIONS WOOD SIDELITE HEAD JAMB EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT WOOD SIDELITE BASE EM-24 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT. POLYPROPYLENE LITE FRAME DC-1643, ODL-2 HP Polypropylene by ODL 46 X 1 1/2' PAN HEAD SCREWS 18 PER FRAME TORECEED14GOCOTHEE AFTER ' IN FROM EACH CORNER AND NO! PIN NAIL 3/4' LONG NAIL, V IN FROM END, MAX D' O.C. THERAFTER, USED ON MULLIONS AND TRIM DOW SILICONE #995 LIMITS: UNLESS NOTED, FRAC. DEC EXTRUSIONS: UNLESS NOTED. STD. CDMI. TOL'S sFW'_, VYED AS Cola tMN ]1lix ygimz 13 DR. BY R. DATE - - B-B by 5 PODOR ENTRY SYSTEMby 911 E. JEFFERSONPRODUTC ROLDIVISION PITTSBURG, KS. 66I6ZBUILDINGCODECOMPLW-" E OFFICE ACCEPTANCE NO._Q : .1( , B 1 DADE COUNTY MODIFICATIONS i/ti/0i JI A DDED PAGE 5 (DOOR OPTIONS) I to-t-ve R(. L1R. I REVISIONS IDATE B PART NAME: ENTERGY STEELR (- ) HATE: SCALE: 31-1020-EM-I A\ SHEET 3 OF 6 REVISION LETTER g 2 BY WOOD BUCK 1/4" SHIM MAX 79 3/16" INTERIOR MAX 80 11/16" MAX 2 BY WOOD BUCK SECTInN C-C 1 1/4' EXTERIOR PLEASE SEE "GLAZING DETAIL" DRAWING #31-1020-EM-I SHEET 2 OF 6 1 1/4" DOW SILICONE #995 LIMITS: UNLESS NOTED, FRAC DEC ANG. EXTRUSIONS: UNLESS NOTED, STQ COM1. TOL'S. APPROVED ASCOMPU(ING WITHTHE SCUTH FLQj?jp (plN E DR. BY R• DAL— PREMDORsY911E..IEFFERSONPRODUTCTROLDIVISIONpIT1SBURG, KS. 66I62BUILDINGCODECOMPLIA"" OFFICE ACCEPTANCENO(a.:: I(, fillill D JDADE COUNTY MODIFICATIONS tnvol A 2-99 RS to-I-98 RS A I ADD SCREVS TB LITE FRAME L MATERIAL LIST 2-I8-97 R.S. LTR. I REVISIONS DATE BY PART NAME: ENTERGY STEEL EDGE SJDEUTE(- ) MATT: I SCALE: 31-1020-EM-I SHEET 4 OF REVISION LETTER 6 p OTHER.D.DOR PANEL f 36;/ 1 rMAX 6" 00 013 79 /l 0o 0o H goo MAX 1001p jo 00 101 BLANK TOP 6-PANEL 4-PANEL 9-PANEL 4-PANEL STYLES 00 000 ®® 00no 0000 a®nDd 10- PANEL 18-PANEL FLUSH 8-PANEL CROSSBUCK OTHER SIDELITE STYLES 30" MAX 79 / 16" 8 , M X SL- 10 SL-20 SL-30 SL-60 SL-50 SL-50B U0 on 00 00 00 00 a0 00 PD- 1 PD-2 PD-3 PD-4 PD-5 PD-6 goo 0 000 00 n0 00 00 00 12- PANEL 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL EYEBROW W/SCROLL EYEBROW EYEBROW W/ SCROLL 13 a o o 0 0 SL- 69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-90B SL-90C 00 00 00 00 00 00 00 00 PD- 7 PD-B PD-9 PD-10 PD-11 PD-12 PD-13 PD-14 PD-15 Im 7I7i II 1 1 I I 1EE I 1 IILII II II II II :Ilt 1 ' 1 1 '1 •I '1 '1 '1 1 '1 •1 PD-29 D uou m i i 0 0 00 oao 000 'OH o 3o PD- 35 PD-36 PD-37 PD-38 PD-39 PD-40 PD-41 PD-42 PD-43 PD-43A PD-43B t 0 0 SL- 30B SL-30C SL-70 00 00 00 00 PD- 16 PD-17 oil oil 1 I `I '! PD-33 I I I I 1 POOR EN 911 C. JEFFERSON PITISM. KS 66762 SL- 90 w W W LL 5 O O U g n o a !+ 000 0 < W Z NO2OOO O WV Z H < LLH W a OOIUPD- 34 < o m a m v OR OPTIONS SCALE 31- 1020-EM-1 SHEET 6 OF 6 REVISION LEIIER