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HomeMy WebLinkAbout223 Venetian Bay Cir 04-2878 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS Morrison Homes 151 Southhall Ln #200 - Maitland, FL 32751 407 257A940_ .._. CRC 041929 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE i SUBDIVISION c PERMIT # DATE ", 1 PERMIT DESCRIPTION C PERMIT VALUATION SQUARE FOOTAGE C 1 t7 t7 z cn cn a i, i y 1 Certificate of Occupancy This is to certify that the building located at 223 Venetian BU Clrcle for which permit number 04-2878 was issued and has been completed according to the plans and specifications filed in the permit, to wit a Single Family Residence 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 02/28/05 Engineering: D. Richards 03/0205 Public Works: J. Crumpton 02/28/05 Utilities: R. Blake 03/01/05 Fire Department: Zoning: Morrison Homes Property Owner m fp ' 03/04/05 Building Official Date DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: RTIFICATE OF OCCUPANCY VEST FOR FINAL INSPECTION New Single Family**** 02/_ 223 Venetian Bay Cir Morrison Homes Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineer: o Fire Public Works Utilities Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION New Single Family**** DATE: 02/25/05 PERMIT ##: 04-2878 ADDRESS: 223 Venetian Bay Cir CONTRACTOR: Morrison Homes PHONE #: Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Utiliti Fire Zoning _ Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) DATE: PERMIT ##: ADDRESS: i IFICATE OF OCCUPANCY , ST FOR FINAL INSPECTION ; o New Single Family" 02/25/05 ram. a- r I 04-2878 V I 223 Venetian Bay Cir u CONTRACTOR: Morrison Homes C PHONE #: Chris 407-948-4893 I I I 1 I I I I I I I I 1 1 1 1 LG r b. i I The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Pu lie Works Utilit s O 3' ;S7 Fire Zoning _ Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry Location ID . . . . . . . 240725 Parcel Number . . . . . . 23.19.30.502-0000-0830 Alternate location ID . . Location address . . . . . 223 VENETIAN BAY CIR Primary related party . . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 2/28/05 14:21:32 Free -form information LOT 83 *************** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2878 PD 8-20-04 SEE REC#7118 3/4"WA METER SET FEE $190.00 PD 8-23-04 REC#7118 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) February 18, 2005 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 83 Venetian Bay, 223 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 223 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 83, "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, 0il Associates Inc. am A. Herx, P.L.S. Vice President WAH/dd 71 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 2005 ELEVATION CERTIFICATE Read the instructions on pages 1 - 7. SECTION A PROPERTY OWNER INFORMATION For Insurance Company Use. BUILDING OWNER'S NAME roucy rvurnoer. MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number 223 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 83 ," 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): W - ## - ##.##" 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 B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum 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) 15. 9 ft.(m) o b) Top of next higher floor NA . _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o d) Attached garage (top of slab) 15. 6 ft.(m) ;. o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 15.3 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 15.2 ft.(m) o g) Highest adjacent (finished) grade (HAG) 15.3 ft (m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) Registered Land Surveyor No. 3182 Florida SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME William A. Herx LICENSE NUMBER PLS 3182 TITLE Registered Land Surveyor COMPANY NAME Herx & Associates, Inc. ADD SS CITY STATE ZIP CODE 769 ou Avenue Altamonte Springs FL 32714 SI AT DATE TELEPHONE February 18, 2005 407-78H808 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 Insuranoe company use: BUILDING STREETADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 223 Venetian Bay Cirde CITY STATE 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. 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 (see page 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 servidng the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local olficial 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 communityAssued 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 TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herx 4 ssoriales Inc: Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING L I N 89°59'43-E L 2 S 89°59'43"W LOT 80 LOT 76 LI DISTANCE 50.00' 50.00' LOT 83 5.500 SO. FT: u, LOT 81 M 0 o o 40.0' CUMBERLAND 2823 C ELEVATION 0 SINGLE FAMILY RESIDENCE v aFIN. FL. ELEV.: Q 15.9 O O LOT 82 0 0. 20.0 20.0 z ut Of U1 ut NM N 89.00' Vl L2 a.3' OO SET NAIL 6 DISK 0.3' LB* 4937 0.3' TO BOW N 14 0 PPc. P. N 89 ° 59 ' 43 E_+574 00 ' REFERENCED BEARING CITY OF SANFORD LOT 75 W z LOT 84 V) 2 CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT "F " PRIVATE ROADWAY LEGAL DESCRIPTION Lot 83. " V E N E T I A N B A Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. 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 04/17/95. City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic plottinq from Flood hsurance Rate Maps pprovided by FEMA. No field surveying was performed by thus Firm to determine thus Zone. The exact zone location can only be determined by on elevation study. We assume no responsiblity for actual flooding condtions concerning this parcel. General Notes: PCP. / Note: Bear-2 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 I I e r Engineering. Inc. Job Number 2001. 1. This is a BOUNDARY Survey performed in the field on D I J d Legend O. R Offset 2. No aerial, surface or subsurface utility installations, underground improvements or D Temporary Benchmark O.R.B. Records Book subsurface aerial encroachments, if any, were located. assumed datum P9 PlatBPlatBook 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk PC Point or Curvature 4. Elevations shown hereon, it any, are assumed and were obtained from approved CIL Cenrlin teeCentral or ( Delta) Angle FCC. Point of Compound Curvature Construction plans provided b the Client unless otherwise noted, and are shown P PYCALCCalculated P.C. P. Permanent Control Point only to depict the proposed or actual difference in elevation relative to the assumed CB Chord Bearing PG. P. R Page Page PermanentReference Monument temporary Benchmark shown hereon. CD Chord M. PA Property Line 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and P ) C.M. Concrete Monument P.O.B. Point of Beginning Rights -of - way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement Public Records has been made by this office. FINAL EL. Elevation (Measured) p 1 Point of Intersection 6. The legal description Shown hereon IS a5 furnished by Client. FD. FL Elev. Found Finished Floor Elevation PRC. Point of Reverse CurvatureFin. 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe PT. Pointtangency B. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod R RAD s Radius Radial LineDenotes %" iron rod with yellow plastic cap marked L84937 or LS3182, or L Arc Length RES. Residence iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. LB Licensed Business RIW Right-of-way O Denotes P. C.P. (Permanent control point) LS Mea Land Survey or. Measured TBM Temporary Benchmark Denotes Permanent Reference Monument N/D(N&D) Nail and Disk TYP. Typical Fence symbol (see drawing) 2005 Herx dAssociatesInc. All rights reserved N R. Not Radial X—X- Fence symbol (see drawing) Certification: Not valid without the slg ure d the original raised seal of a Florida licensed Surveyor and Me per D r o e n by: AH is s ey meets the requirement o Florida inirnum Technical Checked 6 y : DP Standard s can in Cha er, 1 -6 F Ada Administrative Cade. CERTIFIED TO: Prepared For: MORR 1 SON MELVIN J. 6 RUDY T. WELCH Job Number: 02-017-02 MORRISON FINANCIAL SERVICES Scale 1 - 30' CO- ` OF FLORIDA. L.L.C. UNIVERSAL LAND TITLE. INC. Plot plan performed: 06-29-04 William A. Herx, P.L.S. Florida Registered Lan urveyor No. 3182 FIRST AMER I CAN TITLE INSURANCE CO. Foundation Survey : 10 - I S - 04 Darae L. Przemieniecki, P.S.M. Registered Su or and Mapper No. 6030 - Final S u r v e y : 02 - 16 - 05 William R. Herx, P.S.M. Registered Surveyor d Mapper No. 6092 F E B 2005 Revisions Herx B Associates Inc., StateofFlonda LB 493 TmmnTun nrnm'Ir u//mnr 2 / v " ry umn //n^ 1/u` r ^nnnrQ^ 2 ,Q , rnuPrTr rm... ir. `Qn'rrrTnu~~<A. Annnrqq' Awn / / qF rOrrnnnv^ oo1 - q"""" m TvPF ||nF, Ppvi,\=,`+i Al Nn x nF cT;.,7PTTnN, cinnl p F,ai j v FEE RFNFFTT PATF FFF | |wTT nArF Prn u x` rvPF TnrA| n| }F TYPE DI |> F D[ |iOF ||NTT ROADS ARTERIALS CO - WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS H O dwl unit $ 142.00 1 $ 142'00 LIBRARY CO -WIDE O dwl unit $ 54'00 1 $ 54'0O SCHOOLS CO -WIDE O dwl unit $1'384'00 1 $ 1.384'00 A 2.285' 0O STATEMENT RECEIVED BQ E: NnTF TA FcF y w/ nw rnnv/unm rruur^ run/mr rn unrrry m./ur/;' uun ENSURE TIMELY PAYMFNT MAY RFs/oT TN Ymm | TART! TTv FOR THF FFF **** DlsTe7n|\TTnw, i- cm|wTv x-rrry 2-APPLI[ANT 4-[O||NTY PERSONS ARF ADUTSFD THAT THTS; TV,A V!TATFMFNT OF FFFR mHTF4 ARF m|F wn PAvAmF Pn7nn rn rqq"nurF nF A n/mnrun nrnmrr P RSONS ARE A|n noT Rrn THAT ANY eTGHTs OF T*F App| T[AwT OR nuwFn TO ppF| T* F cmc|xATrn nr rur nnun / rnn nv v r m uun/np EDUCATIONAL. S[*nm ) TmpArT FFFR m!ST nF FXFRcTsFn By FT| lwn A unTTTFw eFm| FqT uTT*7w us rmrunun nAvq nr rur nrrrn/Tun SIGNATURE DATF AnnoF' B||T NnT |ATFR THAN cFnTTFTCATF nF !)cO|pAwcY nn O O P[ Y' TxF QFO||FsT FG nFu Fu m/T MFFT TxF nFo/nn mrur nr ruF COUNTY LAND nFVF| OpmFwT [OnF cnpTF OF THF mVFR nnVFRwTwn AppFA/s MAY BF PT[ KFD P OR RFm/FqTFn rnnm rur muw rmP|FMrururTnu nrOrrF' 1101 EAST FIRST RTRFFT RAwFORD' F| OeTnA 32771, (407) AA5-7474 PAY FNT *mxn nF m nF Tn, rTry nr wFnnn m|T|DTH DFP TMFNT oo unnru P nK uVFw||F uuF,nnn I::-/ P v rur umxn nr nv rurrx nn mnw, noncc ^un cun/"n cco,curr THF RTATFMFwT u|| mnFn AND rTTv nHn|nTun PFPmTT w\|mRFR AT THF Tnp FFT nF TuF unrTrP TxT sT TF' F r Tq on/ Tn MI Tw cnwJ/|urrTnw WTT* Tng|Aw[F OF m** rumnv n/mnnzun y Permit # : o_ 0 Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Da'e: _ V_nAo ` c Ail CCE f M/cY Noy-t' Zoning: Value of Work: $ 0 Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _, Addition/Alteration . Change of Service Temporary Pole _y Mechanical: Residential I Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential veCommercial Industrial Total Square Footage::/..G-1---. Construction Type: eM LL # of Stories: 2 • # of Dwelling Units: Flood Zone: n (FEMA form required for other than X) Parcel #: 46 Owners Name & Address: 502- 0000- Contractor Name & Address: Aeek m/W It S addrer Phone & Fax: 0 6 007 07 0 S7 & ContactgPyGrso!GN t Bonding Company: Address: VA Attach Proof of Ownership &Legal Description) % ot.,... lso7 Z 0077 l GR G /3'6 1& 071_9S 79 740 Mortgage Lender: AV A Address: NA, Architect/ Engineer: A1/ }.r d y 7 -\ " p_d s Phone Address: - 13 JAI /1%a%#1 tJ1 /1 /Z oi7l _ e "' k\ t ry Fax : Application is hereby made to obtain a permit to do the work and tnsta[l:ations a indicated. hcertifV hat nowork or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllplAreglatneonstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMB[NG,$[_GNS, WELL"Ns' S, FURNACES, BOILERS; HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information,is-accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIG.5 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 ay be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe l it s verification that I will notify the owner of the property of the requirements of Flori Lien Law, FS 713. 2 e o $ H Signature of Owner/Agent ! Date/ Signature of Cont act r/Agent ate ». N mz141 WK: 4M Print Owner/ s e Print Contra or/ ame Q 9 v Q l y Ue d - m o LU Signature of o ry-State of a ate Signatu a -State rida ate to m'• o Owner/Agent is v Personally Known to tole or Contractor/Agent is Personally Known to Me orIC, Sty` 4.• ° — Produced ID NA _ Produced ID N%} lW rAPRXATION APPROVED BY: Bld;l hE [ Zoning: Utilities: FD: t7( Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: dfhh cla(lc,nc@rr. coal. 1 loll 1111111 ail 11 9fil li 0 all 1117 Eel lib W VW Eli 4ii ai VW W iw i w tMRYAl,#E lIORSEI CLERK OF CIRCUIT COURT Permit Number: Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 347784283 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. SMIMLE COM BK 05385 FIG 1987 CLERK'S # 21004111511 RECORDED 07/1512064 02:42:51 PH RECORDING FEES I& FA RECORDED BY S O'Kelley The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: Lot Number lj 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. l + Street Address V Sanford, FL 2. General description of improvements New single family residence 3. Owner information.• Name Morrison Homes Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number 407) 629-0077 Fax Number 407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Marek Bakun Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number 407) 629-0077 Fax Number 407) 629-5282: 6. Surety : N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy f the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement : One year from the date cording. Date Signed: 6 Signature of Owner's Agent, Marek Bakun Sworn to anZsuscrirbAme this by Marek Bakun, who is personally known to me. 0. A CORK MY COMMISSION # DD 214811 Signature of Notary: Notary Seal: a, , EXPIRES; June 27, 2007 o ° RW.d Thm Bndoet Notary Services Uv„uuv,v vvu„r ,.,,. ..yy....v... ....... ,...,......,..,,, .. ......... ............ ....y... .. .. .. ...may.. -....-a, t...,. .. ... _..--•---------_----_---- -- a PARCEL DETAIL < 4 Back (> e . I Q w Scmintge Cttunty z w At, rtvlA& nttstr >VEW" CAP rue 1 lul t5. Nirst tit. Nanittrd 1.1.32" I 4(IT ('4i Stu NARCISSUS AVE 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 23-19-30-502-0000-0830 Tax District: S1-SANFORD i Depreciated Bldg Value: $0 Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN 5TE 200 Depreciated EXFT Value: $0 City,State,ZipCode: MAITLAND FL 32751 Land Value (Market): $26,000 Property Address: 223 VENETIAN BAY CIR SANFORD 32771 Land Value Ag: $0 Just/Market Value: $26,000 Subdivision Name: VENETIAN BAY Assessed Value (SOH): $26,000 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $26,000 SALES 2003 VALUE SUMMARY 2003 Tax Bill Amount: Deed Date Book Page Amount Vac/Imp 2003 Taxable Value: WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 83 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. 1 of 1 7/12/2004 6:43 AM LIMITED POWER OF ATTORNEY DATE: I HEREBY NAME AND APPOINT: EACH AN AGENT OF: TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: n FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMEL AT LOT NUMBER: SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MAREK BAKUN NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrum t W4 acl owledged before me this: DATE: BY: K AK Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. 0 Yrc!0000aoecocouCwc.00.ee se.eooao o.osa eeoeoa¢ lsalon,* Dooaa=iOIGNATUREOFNOTNOTARYSEAL.'-`- t?ires &20f2ot Bonded through 32-025.) Florida Notary Assn., Inc. Fw.•..............................................uao J r Herx * .Issociates Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping 11%pt'1urvey13EAR I NG DISTANCE L I N 89°59'43-E 50.00' L 2 S 89°59'43-W 50.00' LOT 80 LOT 76 LOT 75 LI LOT 83 B- GRADING LOT 81 0 O oF771O 5.500 SO. FT. M Oo 40.0' CUMBERLAND 2823 C ELEVATION 0 3 SINGLE FAMILY Q W2 LOT 84 RESIDENCE n w t\ ELEV. FIN. FL. Q 15.6 w O 43'D O > O 140'w O LOT 82 0 0. 20.0' C a 20.0'"' Oj zCN L2 PLANS REVIEWED 0 CITY OF SANFORD N CIL EL:14 / r.c.P. N 89°59'43-E 574.00' P.c.P. REFERENCED BEARING CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50 ' R/W) TRACT -F - PRIVATE ROADWAY LEGAL DESCRIPTION.' Lot 83. - V E N E T I A N B A Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone -X according to the Flood hsurance Rate Map Community Panel Number11202890035E.Dated 0417195. City of Sanford. Community Number 120294) Flood Zone determination was performed by graph'c plottingg from Flood hsu once Rate Maps provided by FEMA. No field surveying was perrormed by this Firm to determine this Zone. The exact zone location can ordy be determined by on elevation study. We assume no responsiblity for actual floodng condtions concerning this parcel. SETBACKS: Max Coverage - 64 X. Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' MPERVIOUS SO. FT. - 42 - Minimum Lot Width 50' LOT S0. FT. IMPERVIOUS AREA-2283SO.FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY C#?CLE as being S 89°59'43-W. Vertical datun is based on NGVD per Engineering construction plans by Ned H i l l e r Engineering, Inc. Job Number 2001. General Notes: 1. This is a BOUNDARY Survey performed in the field on P O PO S E D. Legend 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark CVS O.R.B. Offset Official Records Book subsurface/aerial encroachments, if any, were located. assumed datum) PB Plat Book 3. Building ties shown are to the exterior unfinished foundation surface or formboard. sow Back of sidewalk PC Point of Curvature 4. Elevations shown hereon, it any, are assumed and were obtained from approved C L Centerline PCC. Point of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown AA CALCPG. Central or (Delta) Angle Calculated P.C.P. Permanent Control Point to depict the proposed or actual difference in elevation relative to the assumed CB Chord Bearing Page temporary Benchmark shown hereon. Co Chord P.R.M.only R P. Permanent Reference Monument neL; giPrint5. The parcel shown hereon is subject to all easements, reservations, restrictions, andPI C.M. Concrete Monument P.O.B. o,IPointoI beginning Rights -of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement Public Records has been made by this office. FINAL EL. Elevation (Measured) F. P.l. Point of Intersection 6. The legal description shown hereon is as furnished by client. D F.FI. Elev. Found Finished Floor Elevation Point of Reverse Curvature 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe PTPT. Point or tangency 8. Copies of this Survey maybe made for the original transaction only. I.R. Iron Rod R RAD Radius Radial Line Denotes W' iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence W' iron rod with red plastic cap marked 'Witness Corner', unless otherwise noted. LB Licensed Business RNV Righf-of-way O Denotes P.C.P. (Permanent control point) LS. Land Surveyor TBM Temporary Benchmark Denotes Permanent Reference Monument Mea hVD(N&D) Measured Nail and Disk TYP. Typical 2004 Herx & Associates Inc. All rights reserved9 N.R. Not Radial Fence symbol (see drawing) X—X• Fence symbol (see drawing) Certification: Not valid without the na and the original raised seal of a Florida licensed Surveyor an Mapper This survey meets the requirem is of the Flor a Minimum Technical tale as contained in Ch ap iG17- lorida Adminisfralivehode. William A. Herx, P.L.S. Florida Regisfere and Surveyor No. 3182 Darae L. Przemieniecki, P.S.M. Regisfe a Surveyor and Mapper No. 6030 William R. Herx, P.S.M. Regislered Su a orand Mapper No. 6092 Herx & Associates Inc., State of Florida B 4937 Drown by: AH Checked by: DP Prepored For: MORRISON Sketch of Legal Description Job Number: 02-017-02 This is not o Survey Scale : 1-- 30' Plot Ion performed: 06-29-04 Foundation Survey: Final Survey: Revisions . CITY OF SANFORD PERMIT APPLICATION Permit # : 01A - Q o 11i Job Address: Q a Description of Work: Historic District: Zoning: Value of Work: Date: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS / _. Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: 8V f*,SO rN Attach Proof of Ownership & Legal Description) Phone: —f 40 • / — to of ! — V Q r)1) Contractor Name & Address: M-Ir S `C t`(` - (_ (( 16€1 W. c o Ci trt„ f`'ait(f e' 3 tt11cc3({( State License Number: e - }( 3®/ sY Phone & Fax: "tins- tj 3 2- /'"I 1 t Qoatact Person: t'1'1 _ Phone:..X a G— Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: 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 commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirtn3nts of Florida Lien Law, FS 7l . r/ Signature of Owner/Agent Date / Signature of Contra y r/ Yle- Vent Date SA- t, -T A PrintOwner/Agent's Name Print Con !Agent's Name _r J*nniW Alrnodovar My Commission DD272809 Signature of Notary -State of Florida Date Sign a of Nota-State of Florida a Expires December 07 2007 Owner/ Agent is _ Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg: Special Conditions: Zoning: mtial & Date) Contractor/ Agent is ` Personally Known to Me or Produced ID _ Utilities: FD: Initial & Date) (Initial '& Date) (Initial & Date) 2-03-20A 1 2: 59't 1 FRUh1 CfrY OF SANPORD PERMIT APPLICATION xr, Pcrmit M : 0" — a \7'75 n Date: D ~ 1 01 _ Job Addr s; m ` C Description of Work.-,DIA vi YN n Historic District: Zoning: Value of Work: f 0 Pcrmit Type: Building PJectrital Meeltanical Plumbing 'L Fire SprinklerlAhum Pool Eleetrleal: New SCrviOc — H Of AMPS Addition/Ahtralion Change of Savice Ttmpoary Pole Mechanical: Residential Non-Reddental Rcplamotaht Now (Dud Layout dk L' eW Cala Requited) Plwnbimg/ New Commerelwl: M of Fixture: ; H of Water da Sewtr Lima H of Gas Litres Pluuibing/New Residential: N of Watts Closets'. — Plumbing Repair — Rtsidential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Eootagt: Constntctlon Typt: / of Stories: Hof Awtdling Uniu: Flood Zont: (t'KINA form rogtshned fornser than X) Partd Mt Owners Name Ar Addreu: Goatraktor Name A Address: Artath Proof of Ownsnhlp 4 Legal Description) 1,ur, A 431 v A V Start: recast Humber Phone &Fsc:} ont erfon: V fn Q_ Bonding Company, Address: Montage (,coder: Address: Arthlteti/Enginear: Phone: Address: F.ax: Application Is hereby made to obtain a permit to do the work and installation as indicatad. I certify that no work or installation has kognmcutW prior to the isruanco of a pormic and that all wol k will be performed to meet standards of all tswt regulating oonstroctioo io this jurisdiction I unJa taod tint a soparste permit must be.sekured far ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOIS, PURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, ctc. 0WHER'5 AFFIDAVIT: I unity that all of the foregoing Information is accurue Lod that all work will be done to compllanoc with all applicable I4ws rcgWating construction and coning. WARNING TO OWNER_ YOUR FAILl1RV TO RECORD A NOTICE OF C.OMMENCBMENT MAY RESULT IN YOUR PAYINCi TWICE FOR (MPROVBM6NTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCI:PMENT. NOTICE: In addition to the requirements of this permit, there may he additional restrictions applicable to Chit property dot may be found In the public records of this county, and them may be additional pcmties required from other gpvemmtental entWas such as water managcmcal dislikes, state svmncia, or foderal seerrr]b. Acceptance of pernit a vchiftca 'on Ua1 oo[Ily the owner of the property of the roqui of FI • Lien FS 71). rg of Owner/Age Date S' smao f ntrartodAgent Date Print OWucr/Agcni a Name rrint Cont(aC'o(/AAtn('w Name Signature of Notary-51a1e of flalda Date Signature of Noury-Stato of Florida Date Owrter/Agcnt Is _ Personally Known to Me or ContrattorrAgcnt is._,__ Pasundly Known toMe or Produced 10 ` Produced ID _- APPLICATION APPROVED SY: Bldg; Zoning:. Unliticn: pp Initial & DLte) (Initial & Doe) fbtitial & Date) (Initial dr bate) Spocid Conditions First Quality Plumbing & Irrigation Inc. 1429 S Woodland Blvd Deland, FI 32720 Phone (386) 943-9422 Fax (386) 943-6343 October 8, 2004 City of Sanford P.O. Box 1788 Sanford, FL 32772 Re: Plumbing Permit Applications Dear Sir or Madam: This letter will serve as Power of Attorney authorizing the following person to sign for me for plumbing permits for the following lots: Joe Kmett, Morrison Homes: 223 Venetian Bay Circle Permit Number Morrison Homes: 139 Monroe View Trail Permit Number Should you have any questions please feel free to call me at the number above. Sincerely, Evers /LQjn President Notary: License # CF-0050566 Karon C rnan ° MY Commission DD31W74 p p00r Expires May 03, 2008 r-- r v Vetwii Typan Duiiciin gy3ecti lMe ham t t i a i r[itq F c spr nklev/Mar c 6 l i trir i; t •b i - ?V of APAPE i y l tefora Af i'iiSao 2 ingc v, vr6 1 em t n- id iati d 7 S aveFr3t d Wow (Dag,1kayow'n-, -&etn CUK FerutrW) f'l a Etl / e psi flaw ci t6 „ of pi c i s ;tt o` aYdY* esa z UWW :{ da Ga n L ices. tttlbitll oytede sti%i: o Closss'iautxliri ei r acie t a di€' ore2Z7Ee21 009Mp96ty Type: Rczidntial Cootruttiev Type: ; of Stories: : of eilia 13r it: YltQ1 Z.9a7c (F-A ffePrn r€xe'eced f(>r <„41i<n Gkza:n PaircelN: ( tyteadA.kretatoiEA17nsrship+&Lcg Fit e epti.a}_— _ Owners Natne se Address: —" phone: Connector Name E& Address: DTLW f r _._-(---- ILT lrcQ1!"22YL.L' I[AP-+'+-iiikt SQF 1 16e9i3e' yll ni lSEr (' t RUNO/V . Phone R Fax: ] R Anncrw z. - ,11 ' /l Fffi pSMarirliJJiLlitf,=46 4 V ?. Bonding Companyr - - - Address'-- vlortgage Lender: Address: ArchitecUEngineer: Phone: kdd ress i 7. Fz,. _ - Application is hereby mad€ to obtain a peT0 to do the work and installations. as indicated. ! cerofy that no vrork or irisfa]lation has eoninienced' prior t<, theissuanceofape ,nit and that all work xnil bu ,,,zo,,, ..d to .rx—tista--zda:ds of at] lam's re9viatidgin this jurisdiction. I understand ihaf, a separate permit mustbesecuredforElIFCPttCALWORK, PLUI4BjNG, SIGNS, WELLS, POOI F-iJ164ACEv, BOILEPW; 14FATERS, TAJ4 S, and AIR CONDITIONERS, etc. OWNER'S Al FiDAV1T: l ser5fif that all of the foregoing info,te Itzor is aerttrpte and i3at al] wor]c n ill Ce done in eo n, itance wi't]i all appliezll<. i c.j>:d tiiig cOnsb-uctionandZoning- WA_nN-Nj G TO OVq,fr_-RYOUR FAILURE TO R.ECO 1 ANNO iCE OF C01V VIENCEivf t l`d T IJVtAV PRESULT J? i'i.)l fl . 1 is U,aU TvdICE FOR lMPROVRME11T5TOYOURPaOPERT"y'. IT YOU V47EAD TO OBTA,Nj FINANCIING,CONSULT efi/l i 1 yOUn EZDEfZ F)lt /j) t ATTORNEY BEFOIaF _R_E.COPJING YOUP. NOTICE OF C01,!I]v]ENCEn+IE]'dT. .. NOTICE: hi addition to the requirements of ihi-s Permit, there n-gy be additional restrictions applicable this counj', and there may be additional permits required from other governmental entities such as a , r. Acceptance of permit is verification that] %zi11 notify the owner of the propen;.of the require nts9eoon Signature of Owner/Agent Date t Owner/Agent's Name Signature of Notary -State of Flonda Date Owner/Agent is _ Personall, ' Known to Me or Produced ID Al'I' LICATION APPROVED BY: Bldg; Zoning: Inmal & Date} y CiSI l ondilions: of e, that inay be ne t districts. star Agent G. nP II 4enl' s Signature of NO_-v- Slate of Flonda i Ole publif. records of r,; r,t egencies, it 9 ( Date So jl oy Date C- onitaClOr/Aee-.':: iCl) e'sonaj;_, Known to Me or ProdUCC, :7) FD: Initial & Date) Pnital & Da( e) (liwia p 117 ..-.. - Cov rASiONrf? a212393 fEXFI PIES: Ju."- 14)lifl% T-,, 30!1l 0 hr ,:,gin V r:IV'fli2fS Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Tafk?f SurveyBEAR I NG DISTANCE L I N 89°59'43"E 50.00' L 2 S 89°59'43"W 50.00' LOT 80 LOT 76 LOT 75 LI LOT 83 8- GRADING 5.500 SO. FT. ,,, LOT 81 C5 O 5.0 M I O 40.0' CUMBERLAND 2823 C ELEVATION o SINGLE FAMILY Q LU LOT 84 RESIDENCE Q w w Q ELEV. FIN. FL. : 15.6 w O 43'D O O 140'W O = LOT 82 ° 20.0' 20.0'n u, L2 0 PLANS REVIEWED NCIL EL :14 CITY OF SANFORD, i P.c.v. N 89°59'437E 574.00' P.C.P. REFERENCED BEARING CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50 ' R/W) TRACT -F " PRIVATE ROADWAY LEGAL DESCRPTION.• Lot 83. " V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon bes within Flood Zone -X" according to the Flood hsfrance Rate Mop Community Panel Number 120289 0035E.Dated 04117195. City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic plotting from Flood hsurance Rate Mcps provided by FEMA. No field surveying was performed by this Frm to determine this Zone. The exact zone location can oddy be determhed by an elevation study. We assune no responsib;ty for actual flooding condtions concerning this parcel SETBACKS: Max Coverage - 64 Front 25' Rear 20' FSITE DATA Side 5 ' Corner 15' RVIOUS SO. FT. - 42 - Minimum Lot Width 50' IMPERVIOUS AREA -2283SO.FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°5943-W. Vertical datum is based on NGVD per Engineering construction plans by Ned H i l l e r Engineering. Inc. Job Number 2001. General Notes: 1. This is a BOUNDARY Survey performed in the field on P9 0 PO S E D. Legend 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark CVS O.R.B. Offset Official Records Book subsurface/aerial encroachments, if any, were located. assumed datum) PB Plat Book 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk PC Point of Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved GL Centerline FCC. Point of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown d CALC Central or (Delta) Angle Calculated P.C.P. Permanent Control Point only to depict the proposed or actual difference in elevation relative to the assumed CB Chord Bearing PG. Page temporary Benchmark shown hereon. CD Chord P.R.M. Permanent Reference Monument 5. The parcel shown hereon is subject to all easements, reservations, restrictions, andPI C.M. Concrete Monument P. P.O.B. PointPtopof Beginning PointofBeginningRights - of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement Public Records has been made by this office. FINAL EL. Elevation (Measured) P. I Point of Intersection 6. The legal description shown hereon is as furnished by client. FD. Fin. Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe PT. Point of Tangency 8. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod R RAD Radius Radial Line Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence rod with red plastic cap marked "Witness Corner", unless otherwise noted. LB Licensed Business R/W Right-of-way O Denotes P.C.P. (Permanent control point) LS. Land Surveyor TBM Temporary Benchmark Denotes Permanent Reference Monument Mea N/ D(N&D) Measured Nail and Disk TYP. Typical 2004 Herx & Associates Inc. All rights reserved 9N.R. Not Radial Fence symbol (see drawing) X— X- Fence symbol (see drawing) certification: Not valid without the na and the original raised seal of a Florida licensed Surveyor en Mapper This survey meets the requirem¢I of the Flor a Minimum Technical rds as contained in Chap 1 iG17- lorida' dministrative rode. MUMWEJ William A. Herx, P.L.S. Florida Regi Darae L. Przemieniecki, P.S.M. Re{ William R. Herx, P.S.M. Registered Herx & Associates Inc., State of Fla t i y Surveyor and Mapper No.6030 rand Mapper No. 6092 4937 Sketch of Legal Description This is not o Survey Drown by: AH Checked by: DP Prepored For: MORRISON Job Number: 02-017-02 Scale : 1-- 30' Plot pIon perrormsd: 06-29-04 Foundolion Survey: Final Surrey: Revisions . I TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Building Job Identification: Z2823A SupplyAddress1VENETIANBAY s Address 2 LOT 83 atXreny' Jurisdiction: CITY OF SANFORD ORLANDO TRUSS DIVISION o i »E SBA f General Building Design Information SMYTH LUMBER CO. Florida Building Code - 2001; Chapters 16 and 23 2722 APOPKA BLVD. ANSI/TPI 1- - APoPKA, FL 32703 P Design Loads ao,7=2ss- 522 g FAX6 4Ci7 2 9 9153 Roof: 37 PSF Floor: 55 AND 85 PSF Wind: 120 MPH/CLOSED BLDG. WITH REAR PORCH & RAISED ENTRY WIND PRESSURE EFFECTS Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Seal ;t ' ° 30-Jun-04 ' Truss Engi peer: William M. Ranieri Alpine Engineered Products Design Software FL Lic.W'42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the i Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable; Struct. Gable, Corner Set, Valley Truss, Piggyback, gpgp Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: 36 Plus Standard Details o I Truss ID: i F1 - E10. - F2 c1 pp{[pw. PLANS EVIL - F4 C2„ xa o F7 .. - BEAM Da€ ',.A F9 - al E;' l F10 "- „ i3`kE:h€,EE, . Y E €' E'i iziR F11 F12 _ E F13 ESQ E E E((E €€ $• gig,S, [ F15 fl EE k€tl " Mona; J F16 CE E E R1 a E I EE€€€ F ..., -., fly€ I s1'AV,Mec flf fl 1}E s R3 - rE•€E( flEe I E F RS I I €fl R6 M?+a'd,.€LE,t7'dEdE< E a R8'E" R9 R10 _... n.• R12.', Y....< R40. H1- H10 AM 111 Ell 9 Professional Engineering Certificate of Authorization #9218 as required.by.Florida Statutes Chapter 471.023, Board of Professional Engineers 1 J' 0 4 3/16' j HnLn rFIti9E5 W/ F,A15E0 F1=ELS 3 BACK r oij BLOCK A li 1' CM FAME WALLS 5=+2 i• c)EEF D. PIBDON 16, 5 T F•5 K. F9 K FI IT a' L' J FI'Z pl Fla Fr2 S6, i L1,. FG IN (d BOTTOK4 BEAM BY OTHEPS It -7' FLHT. H' 8" Zc to a a B e'OTTekM a 9' 4' PL. HT. BEAM G01' JEGTlunl BY OTI-I=K' 7 ULD WALL TO O 1 9 4' TEEN I:NEE WALL TO li'4' FLHT. J NJ AJ u Iy a 1 i0 EIO o C'10 HOLD TP,USSES'' W/ FW,5ED FEELS 4' OF BALK r ON BLOGK 4 1/2' ON FF,AI.E WALLS MYTH LUML EF G0, FOOF TFJc:)' DIVISION 2722 '])OLITH Af OFrA DL-VD. AFOFKA, FL. 32703 407) 2gg - 1522 FAX (407) 2Llg - g153 Engineering Certificate of Authorization # g218 NOTES: p IT 6 TFE DLLDES F.ESF(>t rL;TI' TO VWFY TF,U55 FLAGEMENT FLAN AM TFU"i5 Uff % DFAVTKS AGAIFT FELT) GeNUITIOI, ri AlD DESkiT LATENT. IFEFEFENGE: SEGTkl4 IA.ZA AN51/Tn-I'YI5) 0 AFPFJVED: NAME (FF,NTI _________________ W111 D DATE Z) TF,1!SSES MJST NOT Et GUT OF ALTEFED N ANY WAY WITHtUT I -I, AUTWr1ZATk44 DY SMYTH TFVSS 5OWAI• ,'. j) TR'v5 5 THAT AFE GUT OF ALTEFED WITHOUT AUT}KIMZATk71•I WLL DE FEFAP,EP OF F,EPLAGED AT GUSTOI,EF,'1, EXFEhF(!, 4) OF 414Y KW WILL NOT Ef G( M•15['EFED WTHCUT PPk1P FEVEW ANG UP, ITTENI LON15ENT DY '?MYTH TEL" GcIUFANI. DETAILS: 1) PEFEF TO 1-® 9 IFELOM.ENDATk. Fi FOP HANDLN5, N'5TALL.ATION, AND TEFOF. AP,'I eFAGhAiI F. EFEP TO EIV5NEEFED DP,AWNGS ."OP. FEFMdPENT DPdGM P.EOI.F.ED - Z) ALL TFLI 5E51nILUPN( TFUS5E INDEF VALLEY FEAMNIi)IAST DE GOMFi.ETELY DEXED O, FEFEF TO VALLEY Ti Or, rETALS FOP, ALTEFNATE DFAGNki F.101-W1MENT15 3) ALL VALLEYS TO DE GONVENTk1- IALLY FXAbED BY DUAEF t1) NTEFUF. LOAD MAW, WALLS 5) FL OUF JOISTS MAY DE AD,A15TE0 EGOI,, II) •TOF1' PLATE HEIUHT TO 6E u PT04IK E5 FOP 2ND 5T FY L4M1Y HANGER LEGEND GI '- 1 / i .45O V E FINI JHED FLOOl iJ'J' H'ZAOM 51 t SA61 TO TFD'14E LCS'4 MUTED OTFEFWISE. ALL FLO I, TF,U5S HAN6EF5 TO eE 5W'5O ALL ENTFY BEAM'> TH44ZZ OF 1.15F IKAIAT SAG) M5H922 1.NLE55 AFE BY OTHEF9 - rkITEO OTI-EFN( ,17 ELOOF JOI'T` MA'(DE ADJU`_)TED TOF mIJ 4'FL T. LIB- iHTL1' SUP 21\0 ')TOFI' Pl l IlviF ll`.I6, This placement plan shows the designation and relative location of each truss component GOIdTF,AGTOP and is to be used in conjunction with the co responding truss designs. The Truss Engineer's . MOFF7ON H responsibility relative to this structure consists solely of the design of the individual trusses, JJB truss - to Wss connections and does not include the design of any supporting structural elements. z6 Z3 A6G The building design professional has final approval of the truss framingg and/or truss ADDFIE 5' placement plan. The design of the temporary and pe manent bracing, the diaphragm system, THE GL iMe'EF shear walls and structural elements to resist lateral loads from Adnd and/or seismic activity Is the responsibility of the building des ign professional. Additional approval by the building William M. Ranieri PE design professional shall include, but not be limited to, design loading, lengths, profiles, Uobs031ZYe23A1Z3eY3AR- ved 2196R004. FL LIc. NO. 42764 pitches and depths. 'NL -ATE L ZZ 23Ao IMPSON I USP KANT-SAG b- HUS26 OR THD26 IB!- HHUS26-2 OR THD26-2 DC •' HHUS28-2 OR THD28-2 C) - HHUS48 OR THD48 E) - HGUS26.2 OR THDH26-2 V - HGUS28-2 OR THDH28-2 @` - HGUS28-3 OR THDH28.3 4 - SUUR210 OR SKH21OUR O- HGUS48 OR THDH48 L'- THA422 OR MSH422 9 - THAC422 OR MSK4221F TO - HUC410 OR HD4101F IJ- THJA26 __OR HJC26 UdZSA F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #3 R TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP., BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. a 2X4, (R) 2.5X4 = W=2. 5X4 2X4 (R) 7- 1-0-8 1 0.1-4-0 94-- 0 W=2.5X4 2.5X4 = j 19-10-0 Over Continuous Support R=109 PLF W=19-10-0 Note: All Plates Are,W2X4 Except As Shown. PLT TYP. Wave TPI 95 R - 'Design Crit: TPI STD 6.10 QTY:l FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND. BRACING. -REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE. I TC LL.- 40.0 _PSF REF R352--15908 INSTITUTE. 583 D'ONOFRIO DR., SUITE Z00, MADISON, WI 53719): FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUNCTI0N5. UNLESS OTHERWISE INDICATED,TOPCHORD SHALL HAVE PROPERLY ATTACHED$'++r;;:,'i.[F1C,q' 3 1' TC 10.0 PSF DATE - 06/19/03SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE. A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH DL ROOFTRUssDIYISION 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 l i110° 70 9 BC DL S.O PSF DRW SLTUSR352 2722 SOUTH APOPKA BLVD. BU ILO THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN l BC ALL 0.0 PSF SLT-FNG /WMRAPOPKA. FL 32703 407-299•t 522 NATIONAL SPECIFICATION PUBLISHED ByTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ._ CONNECTORS ARE MADE OF 2UNL ASTM GALE. STEEL. EXCEPT AS NOTED. - APPLY CONNECTORS TO g-r F :_ y y M TOT. LD. 55.0 PSF SEQN- 42650FAX:. 407-299-9 1 53 OFEACH NNECTORS PEROTHERWISESELOCATEDDRAWINGSE160A-Z. ,AIDED SEAL SONT THISI DRAWINGINDOICATESSACCEPTANCEO OFION PROFESSIONALENGINEERING fj•e. r. psA.. _eC OUR FAG' 1.00 FROM SLC PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHESUITABILITYANDUSEOFTHIStl$.6A1. CERTIFICATE OFAUTHORIZATION#9218 COMPONENT FOR ANY PARTICULAR -BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI lUN 19 SPACING 24.0" JREF- 1S3R352 Z02 TPI1-1995 SECT 1 0 N2. Z2823A - F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PILE at 20.29 BC From 10 PILE at -0.12 to 10 PILE at 20.42 TIC 1800 LB Conc. Load at 20.29 1-8 5" TYP. 2X4 III 2X4 (R) = 4X6 = 3X6 = 2. 5 X 4 = 2. 5X4 = SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 27.5" J9-1-8 3 X 6 = 2X4(R) 2. 5X4 = 2. 5X4 = W=2. 5 X 4 = 06 = 2X4 III W=HS2512 = 62 4X6= 5xa= 2X4 III 2X4 III 2-5X4= 3X6= 4X6= 3X8 3X6 0-6-8 Over 2 Supports 4X6 T 1 0 1 I4-0 R=1106 W=3.5" R-2929 W=7" PLT TYP. High Stren th, Wave TPI R Design Crit: TPI STD 6.10 OTY:10 FL 1 R Scale =.375" Ft. WARNING— 'TRUSSES REQUIRE EXTREME CARE IN FABRICATION: HANDLING, SHIPPING, INSTALLING AND IsPe T C L L 40.0 P S F R E F R 3 5 2-- 1 5 9 0 9 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEO BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MAOISON, WI 53719). .FOR SAFETY PRACTICES PRIOR TO ".,p PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED"! ' T C D L 10.0 P S F DATE 0 6/ 1 9/ 0 3. S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "•, ROOFTRUSSDIVISION — IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED j No-42704r BC DL 5.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO qq 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORFIANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 4 A B C L L O. O P S F S L T- E N G / W M R APOPKA, FL.. 32703 BRACSPCCING OF TRUSSES. THIS OE5IGN CONFORMS WITH APPLI{ABLE PROVISIONS OF NOS1. (NATIONAL DESIGN STATE OF ,St, C ONNECT OR SFI ATIAR EON PMAOMADEOFASTMMA653AGR40RGALVANSTEEL, EXC EPTAS IASI NOTED. ND TAP PL YACONNEC TORS TO , S F, . / T Q T . L D . 5 5 , O P SF S E Q N - 42743 407-299.1522LI ( ® ,, r„+,, FAX: 407-299- 9 153 JACH FACE Q& TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ' s DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ti'/r(j AILL D U R . F A C . 1 . 00 FROM S L C - PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS e'I CERTIFICATE OF AUTHORIZATION # 9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J u n 19 SPACING S E E A B O V E J REF - 1 S 3 R 3 5 2 Z 0 2 ANSI/TPI 1-1995 SECTION 2. LCOC.JH - 1-4) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.13 to 1100 PLF at 15.83 BC from 10 PLF at 0.00 to 10 PLF at 15.96 TC 187 LB Conc. Load at 12.19, 14.19 2X4 (R) 1-0-8 I1-11S UI16 NKLPAKLU tKUM LUMFUILK INPUT (LUAUS & UIMLNSIUNS) SUbM1111:.1) ISY IKUSS MFK. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING ikEQUIREt4ENTS. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD., TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. 2.5X4= 2.5X4 = 2X4(R) 1 0 1-4-0 9k0 3X4= j 15-11-8 Over 2 Supports R=147 PLF W=11-7-0 R=400 W=6.5" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 QTY:1 FL 1 R - Scale WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R 3 5 2-- 1 5 9 1 08RACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE $ 1. ,,,;•• INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO %„` ••'•'^F C'p•., e.`rPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED + 'T,• T C D L 10.0 P S F DATE 0 6/ 1 9/ 0 3 S MYT H LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1( Sr - ROOF TRUSS DIVISION — IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED L< ND.4270+ s E BC DL 5.0 PSF DRW SLTUSR352PRODUCTS. INC. SHALL NOT BEERESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE TOISDGN; A 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND • $' p APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN % 4.1°TA E OF • (k• U C L L 0.0 P S F S L T - E N G / W M R SPEC F1 AT407-299-1 522 CONNECTORSIAREPUBLMADESOFO20GABYTASTMMCRA653AGR40REST GALY. STEEL, EXCEPTIAT ASINOTED. ON) ANDTAPPLYALPI q CONNECTORS TO .` y e I• lW•. t%Ii 10,.• a . FAX: 407- 299-9 1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - C' TOTLD. 55. 0 PSF SEQN- 13162pp t DRAWINGS 160A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING e{,/{. D U R . F A C . 1.00 FROM S L C PROFESSIONAL ENGINEERING RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTOESONSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION # 9218 COMPONENT FOR ANY PARTI CU L AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J U n 19 ANSIITPI 1-1995 SECTION 2. SPACING SEE ABOVEJ JREF- 1S3R352 ZO2 Z2823A - F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 1005 PLF at 0.12 to 1005 PLF at 3.50 BC From 10 PLF at 0.00 to 10 PLF at 3.63 1-7-8 4.5" 1-7-8 5" TYP 2.5X4= 2 X 4 III 2.5X4= 2X4 (R) 2X4 (R) 2 X 4 III 1-0-8 1 0 1- 4-0 i +9-L- aL 2. 5X4 = 2X4 III 2. 5X4 2 X 4 III 3-1-8 Over Continuous Support R=946 PLF W=3-7-8 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 QTY:1 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TOOH (HANDLING INSTALLING AND BRACING). PUBLISHED DY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAOIS,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.(j IMPORTANT— FURNISH A COPY Of TNIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS. (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPIALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO BACH FACE OF- TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS w A pp,Mi`,•,' tIFIC NO.42704 j STATE OF $ 5 $ O RI P. 9101 T C T C BC B C T 0 T L L D L DL L L L D . 40.0 10.0 5.0 0.0 k5 0 P S F P S F PSF P S F P i F R E F R 3 5 2-- 1 5 9 1 1 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407 -299. 1 522 FAX: 407- 299-91 53 PROFESSIONAL ENGINEERING DATE 0 6 / 1 9 / 0 3 DRW SLT USR352 S L T - E N G / WM R S E Q N 42389 D U R F A C . 1.00 FROM S L C . CERTIFICATE OF AUTHORIZATION #9218 COMPONENTANY SECTIPARTICULAR BUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER TANSTITPI 1FORJun19SEEABOVEJREF- 1 S 3 R 3 5 2_Z 0 2 I 2823A F6) THIS DWG PREPARED FROM COMPUTER TNPHT (IOAnS R. nTMFNCTnNC) SIIRMTTTFn RY TRIICC MFR TOP CHORD 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHWD UP. . BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 I 1-7-8 4, 51" 1-7-8 5TYPl• 2.5X4 2 X 4 III 2.5X4= 2X4(R) =, 2X4(R) 2 X 4 III 1-0-8 1.0.1- 4-0 9.-}4_- D 2X4 III 2.5X4= 2. 5X4 = 2 X 4 III L3-7-8 Over 2 Supports, R=187 W=4" R=187 PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 0TY:2 FL 1 R - Scale WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANOLING INSTALLING ANO BRAC51 NG), PUBLISHED BY TPI (TRUSS PLATE 1NSTI TO. 583 D'ONOFRIO DR.. SUITE 2D0. MADI SON, WI 53719). FOR SAFETY PRACTICES PRIOR TO M. I%RIN-1- 5 T C L L 4 0.0 PSF REF R 3 5 2 - - 1 5 9 1 2 SMYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOPI OR SHALL NAVE A PR ER LY ATTACHED RIGID CE IIING.°.•C t'';F(± 0fg TC DL 10.0 PSF DATE 06 19 03 UP IMPORTANT** FURNISH A COPY OF THIS DESIGN TO p i. ROOF TRUSS DIVISION THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AHY DEVIATION FROM THIS DESIGN: ANY FAILURE TO WITH 1 No.42704 : S = 1 - BC DL 5.0 PSF DRW SLTUSR352 2722 SOUTH APOPKA BLVD. APOPKA, FL BUILD THE TRUSSES IN CONFORMANCE TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN D4 4STATE OF BC LL 0.0 PSF SLT-ENG WMR32703 407-299.1522 SPEC PI ATCONNECTORSI AREP MADESOFD BY20GAT ASTMA653GR40 MA R GALV. STEEL, EXCEPT EST ANPAPER IAS NOTED. APPLY T ALPINE CONNECTORS TO s+ 8`+R1: f 4V FAX: 407.299- 91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THISDESIGN, POSITION CONNECTORS PER•~` TOT. LD. 55. 0 PSF SEON- 42402 PROFESSIONAL ENGINEERING 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 - DUR. FAC. 1.00 FROM SLC CERTIFICATEOFAUTHOnIZATION#9218 COMPONENTBUILDING IS THERESPONSIBILITYOF THE BUILDING DESIGNER, PER T1FOR ANY Jun 19SECTIOICULARSPACING 24.0" JREF- 1S3R352 Z02 Z2823A - F7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 16.37 BC From 10 PLF at -0.12 to 10 PLF at 16.50 TIC 400 LB Conc. Load at 0.12 3X4 2X4 (R) 1-0-8 3X o 2.5X4 = W=2.5X4 R=141 PLF W=15-8-0 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED' TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. W=2.5X4 16-7-8 Over Continuous Support 2X4 (R) I— T 1 0 9—iL- 0L Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 OTY:l FL 1 R Scale 375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING ANDWARNING - RACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTTUTE.. 583 D'ONOFRIO DR., SUITE 2DO. HAD ISON. WI 51719). 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 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 AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE 04 TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R E SPONS181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS L1q7 p1 C:4 S% G 0' l No. 42702 STATE C F Iy'.4'DciR19.•• ® Q tjyLNAIL. 9 Y T C L L T C D L BC DL BC L L TOT. LD. 40. 10. 5.0 0. b5.0 O 0 0 P S F P S F PSF P S F P$F R E F R 3 5 2-- 1 5 9 1 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 4'074'99-1522- FAX: 407-299-91 53 PROFESSIONAL ENGINEERING DATE 0 6 / 1 9 0 3 DRW SLTUSR352 S L T- E N G / W M R i,; SEON- 13189 D U R . F A C . 1 .0 0 FROM S L C CERTIFICATE OF AUTHORIZATION #9218 COMPONENT T1F1995SEC TION PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER J U M 19 SPACING S E E ABOVE J REF - 1 S 3 R 3 5 2_Z 0 2 Z2823A - F8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMFNSTONS) SUBMITTED BY TRUSS MFR. e TOP CHORD 4x2 SP #2 ` BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING OK OUIRE'HENTS. THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 8.00' STUD WALL.(13.75 PSF) SUPPORTING 12-7-0 ROOF SPANS WITH 1-4-0 OVERHANG. ROOF LOAD: 20.00 PSF LL AND 17.00 PSF DL. 8-,1-8 — 23 6-7-8, 5" TYP i. 2. 5 X 4 III 2X4 ( R) _ 4X10 = 3X4 1- 0-8 4; 2. 5X4 = 2X4(R) 2. 5X4 = 2 X 4 III 2. 5X4 = W=2. 5X4 = 3X4= 2X4 III 6 4X6 W=2.5X4 9 Vvn = 2X4 m 9 rvn — 'IYA= 1- T01-01. A8= b-- 0-L 2X4 III 3X4= 3X6= fE 16-8-0 Over 2 Supports R= 1858 W=8" R=776 W=3.5" PLT TYP Wave TPI 95 R Design Crit: TPI STD 6.10 CITY FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO RIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE per .EnNN TC L L 40.0 PSF REF R352--15914 INSTITUTE583 O'ONOFRIO DR.. SUITE 200. MADISON. W1 53719), FOR SAFETY PRACTICES PRIOR TOa?''`-j•,,.PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATEDTOP CHORD SHALL HAVE PROPERLY ATTACHED.p'(TC DL 10.0 PSF DATE 06/19/03 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. # p c IMPORTANT— FURNISH ACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED ® 8 IJ C D L - 5.0 PSF F D RW SLTUSR352 ROOF TRUSS DIVISIONPR00UCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO No•42704 • s• 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING ANO APOPKA, FL- 32703 - BRACING OF TRUSSES. THIS OE SIGH CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN * $ B C .L L 0.0 P S F S L T - E N G / WM R 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO '.,' 1+,w T 0 T . L D . 55.0 P S F S EON - . 42701 FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C •., DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t,a D U R . F A C . 1.00 FROM M PROFESSIONAL ENGINEERING RESPONS[B ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS V D CERTIFICATE OF AUTHORIZATION# 9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER UI1 19 ANSI/TPI 1- 1995 SECTION 2. - SPACING 24. 0" JREF- 1S3R352 Z02 r-- Z2823A - F9), TFIIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 15" Typl. 2 X 4 III 2X4(R) = 4X8= 1-0-8 3; SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 9.00' STUD WALL (13.75 PSF) SUPPORTING 7-0-0 ROOF SPANS WITH 1-8-0 OVERHANG. ROOF LOAD: 20.00 PSF LL AND 17.00 PSF DL. 20" 1 8 -7- 2. 5X4 3X4 = 2. 5X4 = 2X4 III 2. 5X4 = W=2. 5X4 2X4 (R) 3X4= 2X4 III rum MEMO moll 2 X 4 III R=1686 W=8" 3X4= 16-5-0 Over 2 Supports R=806 PLT TYP. Wave TPI 95 R Design Crit: TPI STD 19.630 OTY:3 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'ON OFRIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T ', AytY tSMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. CAS y ROOF TRUSS DIVISION IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO. t NO.4270A i®s 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND 74 C APOPKA, FL 32703 BRACING OF 1 TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN F1 AT ION T A LP I STATE of : tom407-299-1 522 AAREPMAOESOFD 20GAT ASTMMA653A GR40R GAL V. STEEL, EXCEPTI ASATCONNECT0RSSPECNOTED. A P PL YPICONNECTORSTO t I FAX: 407-299-9 1 53 IACH FACE O TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R • DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V A,• PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS V,ASSP46 CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. J u n 19 3 F 1- 01-4-0 8j0.- FL/-/1/-/-/R/- TC ILL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC ILL 0.0 PSF TOT.LD. 465.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.375"/Ft. REF R352--15915 DATE 06/19/03 DRW SLTUSR352 SLT-ENG /WMR SEON- 18997 FROM M JREF- 1S3R352 ZO2 I k LLOLOIA - r 1Uf TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #1 Dense :B4 4x2,SP #2: WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR,FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 20.13 BC From 10 PLF at 0.00 to 10 PLF at 20.25 TC 615 LB Conc. Load at 0.12 TC 1508 LB Conc. Load at 16.85 9-4-8 5 Typi. 3X6 III W=2.5X4 5X4= 6X8= 5X6= 2X4 (R) _ - --- THIS UWG PREPAREU FRUM COMPLIER INPUI (LUAUS & DIMENSIONS) SUBMITTED BY TRUSS MFR.' SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING+P.EOUIREE1ENTS. j 1 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONING REOU,IRED. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1.75' 3X6111 5X4= 5X6= 3X6 III 0-10-1 W=2.5X4 = 2X4(**) 5X4= 6X8= 6X10= 3X6 III IN Iil ns 11FAA/ ri i ww. a I-T01-0-1. 8 0L W=HS2512 = 6X10 = 6X8 = 00I -11:-8 j 20-3-0 Over,2 Supports R=2069 W=8" R=2256 W=3.5" PLT TYP. High Strenggth, Wave TPI 95 R Design Crit: TPI STD 6.10 0TY:1 FL 1 R Scale 375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING ANDj ABRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPf (TRUSS PLATE Y j T C L L 40.0 P S F R E F R 3 5 2- - 1 5 9 1 6 INSTITUTE, 583 D'O'0" 0 DR., SUITE 2DO. MADISO N, WI 53719)1 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. s,4 p't jFi(-'4•,+'jQ`'•,` SMYTH LUMBER CO. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM Gk a TC D L 10.0 P S F DATE 0 6/ 1 9/ 0 3 CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 ItIQ. 42%QA S BC DL 5.0 PSF DRWROOFTRUSSDIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SLTUSR352 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. -SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITHAPPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED STATE OF ;° S BC LL 0.0 PSF SLT-ENG WMR. 407. 299-1 522 BY THE AM ER ICAN FOREST AN D. PAPER ASSOCIATION) AND TPI. ALPINE - CONNECTORS ARE MADE OF 20GA AS TM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO dC'.`= ,,: R, *> TOT. L D 55.0 P S F S EON 42707 FAX:. 407-299-9 1 53 - EACH FACE OF TRUSS, AND UNLESS . OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER we° DRAWINGS 160 A-2, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGg L PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS D U R F A C . 1.00 FROM M CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 19 '03 ANSI/TPI.1-1995 SECTION 2. SPACING SEE ABOVE JREF- 1S3R352 ZO2 Z2823A - F11) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 :132 4x2 SP #1 Dense: WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 20.13 BC From 1.0 PLF at 0.00 to 10 PLF at 20.25, TC 615 LB Conc. Load at 0.12 9-4-8 I5" Ty J. 2 X 4 III 1 2X4(R) = 4X1O 3X6 = SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 21" 3X4 = 2.5X4 = 2.5X4 1- W=2.5X4 = 2X4(R) 2.5X4 = 3X4= 4X6= 2X4 III 6= B2 4X6= 3Xfi= 5x4- 2X4111 2X4111 2-5X4- 3X4= 4X6= 2 X 4 III W=HS2512 R=1849 W=8" 0-3-0 Over 2 Supports PLT TYP. High Stren th, Wave TPI 9? R Desi gn Crit: TPI STD 6.10 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 O'ONOFRIO DR.. SUITE 200, MADISO N. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S BEMYTHLUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAY A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION ** IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND APOPKA,. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 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 ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 3X6= R=1023 W=3.5" 71T 01-0-. 8J() _- 0L QTY:2 FL 1 R Scale =.375" Ft. i NG.42744 STATE OF ;" 0R10t' i`4y n R s VIJ !• Jun 19 '03 TC TC BC BC TOT.LD. LL DL DL LL 40.0 10.0 5.0 0.0 5.0 PSF PSF PSF PSF PSF REF R352 15917 DATE 06/19/03 DRW SLTUSR352 SLT-ENG WMR SEQN 42709 DUR.FAC. 1..00 FROM M SPACING SEE ABOVE JREF- 1S3R352 ZO2 ILcoc3N - r1Z) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 4x2 SP 2 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING KEQUIRCMENTS. ' BOT CHORD 4x2 SP 1 Dense :B2 4x2 SP #2: WEBS 4x2 SP 3 THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT LEFT ENDFROM 8.00' STUD WALL (13.75 PSF) SUPPORTING 12-7-0 ROOF SPANS MAX JT VERT DEFT: LL: 0.32" DL: 0.21" RECOMMENDED CAMBER 1/4" WITH 1-4-0 OVERHANG. ROOF, LOAD; 20.00"PSF LL AND 17.00 PSF DL." DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP-. 13" I , 10 7 8-1` 10-3-0 15" 1' 2X4 (R) 2X4(R) = W=2.5X4 4X10= 4X6= 3X4= 2X4III 2-X4III 3X6= 4X6 2X4III 1-0-8 FIN nz n ai w01611 i 11-4- 0 9-IiU 4AU= rnu= .4= .,.. 4A0 3X6= - 4X6= 5A 3X4= 0 ll-8 fE 21-11-8 Over 2 Supports R= 2125 W=8" R=1081 Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Strenggth, Wave TPI 95 R Design Crit: TPI STD 6.10 QTY:4 FL 1 - R Scale=.3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 0 TC LL 40.0 PSF RFF R352--15918 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1 l tY1 /}••qg INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADI SON WI 53719), FOR.SAF ETY PRACTICES PRIOR TO - ® ••"^"•. vA - PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .1 itFic,•. . TC DL_ 10.0 ,PSF DATE 06/19/03. SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j4*- ROOF TRUSS DIVISION PROOUCTS. INCS HALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2BC DL - 5.O PSF DRW SLTUSR3S22722 SOUTHAPOPKABLVD. BURO THE TRUSSES IN CONFORMANCE WITN TPI: OR FABR ILATI NG, HANDLING, SHIPPING, INSTALLING ANDpcAPOPKA, FL32703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN i U C-"L L 0.0 PSF SLT-.FNG /WI'IR ei. TAT407-299-1522 SPECIFICATION PUBLISHED -BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND.. TPI. ALPINE -7 CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL: EXCEPT AS NOTED. APPLY CONNECTORS T0. •. TLOT. LD. 55.0 PSF SEQN- 42/12 FAX: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER y..DRAWINGS 160 A-Y. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING.'V AgDUR . FAC. 1 . DO .FROM SLC PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS •V 1S::1199 " CERTIFICATE OF AUTHORIZATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE .BUILDING DESIGNER, PER Jun 19 ANSC/TPI. 1-1995 SECTION 2. - - n - SPACING - 24.0" JREF= 1S-3R352 Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2,SP #2 :82 4x2 SP #1 Dense: WEBS 4x2 SP #3 MAX JT VERT DEFL: LL: 0.37 DL: 0.22" RECOMMENDED CAMBER 1/4" DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10-7-8 1 TYR. 2 X 4 III 2X4(R) = 4X10= 4X6= 1-0-8 3X4= 15" 2X4 III 2 X 4 III SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 9.00' STUD WALL (13.75 PSF) SUPPORTING 7-0-0 ROOF SPANS WITH 1-4-0 OVERHANG. ROOF LOAD: 20.00 PSF LL AND 17..00 PSF DL. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 0-4- W=2.5X4 = 2X4 (R) 3X6= 4X6= 2X4 III 4X6= —1— JAU 3X6= W=HS2512 11. 4-0 9-JAA o II -a E 22-3-0 Over 2 Supports R=1953 W=8" R=1102 W=3.5" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Strenggth, Wave TPI 95 R Design Crit: TPI STD 6.10 QTY:5 FL 1 R Scale 3125" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND GRACING. REFER -TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE p p T C L L 40.0 P S F R E F R 3 5 2-- 1 5 9 1 9 INSTITUTE. 513 D'ONOFRI0 DR., SUITE 200' MADPSO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED gg A O I(,' `"./ T C DL 10.0 PSF DATE 0 6SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, y 1 9 / 0 3 ROOF TRUSS DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ipgRiNo.4270 4 h BC DL 5.0 PSF DRW SLTUSR352 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND y,I yy S L T E N G / W M RAPOPKA. FL- 32703 407-299-1522 - 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 STATE- OF : '44' 6c< a tio'=: B C L L 0. 0 P S F SEQN- 42719CONNECTORSAREMADEOF20GAASTMA653GR40GAL . STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO DRAWINGSE 160 A - I. A TH EU SEALSONTTHISI DRAWIINGSE LOCATEDPERINDOCATESTHIS OOFTION TOT. LD- 1i5.0 PSF. D U R F A C . 1 . 0 0 FROM S L C PROFESSOONALENGINEERINGACCEPTANCE PROFESSIIONAOR ENGINEERING R ESPONSIa ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Eif...... CERTIFICATE OF AUTHORIZATION .R9218 COMPONENT FORANRTTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 19 SPACING ANSI/TPI1SECTION24.0" JREF- 1S3R352_Z02 L60CJn - r1^I) TOP CHORD 4x2 SP #3 ` BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TIC From 100 PLF at 0.00 to 100 PLF at 22.00 BC From 10 PLF at -0.12 to 10 PLF at 22.13 TC 400 LB Conc. Load at 0.00 3X4= 2X4 (R) T 7- 1-4-0_-0-8 2.5X4= W=2.5X4 = I1-11J UWb F'KLFAKtU fKVM UUMPUILK INMUI (LUAUS 5 U1MLNb1UNJ) JUt3M111tU LIT IKUJJ MFK. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING `2EOUIRE'MENTS. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. 2. 5X4 = 2X4 (R) 3X4 = 2.5X4 = 2.5X4= W=2.5X4 = 2.5X4 7- 1-0-8 9 0 o-Ii s IE 22-3-0 Over Continuous Support I R=133 PLF W=21-3-8 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 0TY:1 FL 1 R Scale 3125" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AN.D BRACING). PUBLISHED BY TPI (TRUSS PLATE•••••••• INSTITUTE. 583 D'ON OFR I0 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 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING ANDp PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO01S;'TATE10FBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THEAMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINECONNECTORSAREMADEOF20GAASTMA653GR40GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAWINGS clFi,'••,_• p f •` G ( j NO. •Z7(, T C T C BC UC T0T. L L D L DL - LL L D. 40.0 10.0 5.0 0.0 55.0 P S F PSF PSF PSF PSF R E F R 3 5 2-- 1 5 9 2 0 SMYTH LUMBER CO. ii00FTRUSSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA,FL 32703 407-299-1522 FAX: 407-299-9153 -. DATE 0 6 /.1 9 0 3 DRW SLTUSR352 SLT-ENG /WMR SE0N- 13196 DUR FAC . 1.00 FR0M SLCPROFESSIONALENGINEERING 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 of AUTHORIZATION #9218 ANSI/TPICOMPONENT1F11995HSECTIONC2LAR BUILDING IS THE RESPON518IlITY OF TI{E BUILDING DESIGNER, PER lUnSPACING S E E A B O V E J R E F- 1 S 3 R 3 5 2 7CERTIFICATEZ02 k LLOC3A - rTO) nij unu --n— .ruj -- n 111 '.1 1. TOP CHORD 4x2 SP #2 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 DEFLECTION MEETS L%360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 15.5" 9-1-8 1 5" TYP• 2X4 III W=2. 5X4 = 2X4 (R) 2X4(R) = 4X6= 3X4= 2.5X4= 2.5X4= 2.5X4= 2.5X4= 3X4= 4X6= 2X4 III 1 0 1- I4-0 B2 4X6= 3X4= 2 5X4= 2X4 III 2X4 ill 3X4= 4X6= 3X6= W=3X6 = 2.5X4 19-6-8 Over 2 Supports R=1062 W=7" 3X6= R=1062 W=3.5" PLT TYP. Wave TPI 95 R Design C r i t : TPI STD 6.10 0TY:9 FL 1 R Scale 375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 0'OH OFRIO OR., SUITE 200' MAOISON. WI $3719). 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 a 57 a .: 't IF C••. ® 0 :0. '•, s1G No.42704 ' g T C T C BC L L D L DL 4 0.0 10.0 5.0 P S F PSF PSF R E F R 3 5 2-- 1 5 9 2 1 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 6/ 1 9/ 0 3 DRW SLTUSR352 S L T- E N G W M R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299.1 522 FAX: 407-299-9 1 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 RICAN FOREST AN PAPER ASSOCIATION) AND TPI. ALPINESPECIFICATIONPUBLISHED OF BY THE AMERICA N SE L GALE. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOCONNECTORSAREMADEOF2UNLSSiMOTHERWISEEACHFACEOfTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S ABLTE Q We q P•. 6! WA I,®,.•'®'4 tS "`•" tifd' ALL BC TOT L L L D . 0. 5.5 . 0 0 P S F P F S E O N - 42741 D U R F A C . 1.00 FROM CS L C CERTIFICATE OFAUTHIORIZATION#9218 T1FOOR ANYCOMPONENT SECTION PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 19 '03 PACING 74.0" JREF- 1S31R352_Z02 Ini3 UWU YKtrAKtu rKum l•UI°IYUI L.K 11NrUI (LUAU) N U1rlt INJ1UIVJ) JUbMll ItU by-IKUJJ MIK. TOP CHORD 4x2 SP #2 ***LOADING ON THIS TRUSS CALCULATED.BY JOB -["-SIGNER', AND MODIFIED*** BOT CHORD.4x2 SP #2 WEBS_4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. SPECIAL LOADS - TRUSS MUST BE. INSTALLED AS SHOWN WITH TOP CHORD UP: LUMBER DUR.FAC.=1.00 /-PLATE DUR.FAC.=1..00) TC, From 100'PLF at 0.00 to 100 'PLF at 5.29 BC - From 10.PLF at 0.00 to 10 PLF at 5.29- TC 797 LB Conc. Load at 0.60, 2.60, 4.60 1-7-8 24.5" 1-7-8 5 TYP• 3X6 III > 5X4= 5X4= 3X6 III 1-4-0 1-4-0 9—k- 0 3X6= 2 X 4 III 2X4 III 3X6 5-3-8 Over 2 Supports -'I R=1507 R=1466 W=4" PLT TYP. Wave TPI 95 R Desi n Crit: TPI STD 6.10 QTY:l FL 1 - R Scale WARNING** TRUSSES REQUIRE EXTREME CARE. IN FAB ND BRA I HANDLING, .SHIPPING, INSTALLING AND TC LL 40.0 PSF REF R352--15922BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE. 4'Q^••,.,.;,° INSTITUTE. 583 D'ONOFRIO DR. SUIT 200, MAOISON,-WI 53719),- FOR.SAFETY PRACTICES PRIOR TO 't'1p $ PERFORMING THESE F.UNCTIONSr UNLESS OTHERWISE INOICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ;(eQ-. 'TA%! A$ TC DL 10.0 PSF DATE _ 06/19/03SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. i:° + IMP OR TANT VC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED m Y No. 42704 ROOFTRUSSDIYISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • '+-; L '. BC DL - 5 • 0 PSF DRW SLTUSR352 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH -TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Fi APOPKA, FL 32703 - BRACING OF TRUSSES. - THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN. - 'F. STATE OF ; BC LL 0.0 PSF SLT-.ENG /WMR. 407.299-1 522, _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - i." J _ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO °. pp C'R, t °' TOT • LD 5.5 .• O PSF SEQN-, 42531FAX: 407.299-9 i 53 E160 ART55,_ATHEUSEALSONTTHISHERW IDRAWII GTINDOCATESSADE Si GN, PCCEPTANCEOS IOFTPROFESSIONALLRDRAWINGSENGINEERING 'r+ F(j P.ROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS .DUR fAC I.00 -FROM SLC CERTIFICATE OF AUTHORIZATION #92 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY.OF THE BUILDING DESIGNER, PER - ANSI/ TPI I-1995 SECTION 2. Jun 19 '03 SPACING SEE ABOVE JREF- 1S3R352_ZO2 kL' tOL.5H - KI) i-0 U— X ii iv J) i I LU U I 111 in n. TOP CHORD 2x4 SP 2 120 MPH WIND, 24.81 FT MEAN HOT, ASCE 7-98,,CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD: A) 1x4 3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d " NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 19-9-14 J A V= J A U= J A IJ= 3X6(Al.) = 3X6(A1) 1-4-0 1-4-0 r r i 20-0-0 1 20 0 0 i E 40-0-0 Over 2 Supports R=1561 U=527 W=4" R=1561 U=527 W=4" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL - 1 R - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I N.STI TOTE, 583 D'ONOFRIO DR., SUITE 200, MAOISON, NI 537P19), FOR SAFETY PRACTICES PRIOR TO PERFORMING. THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. yry' T C T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 1 5 9 2 3 SMYTH LUMBER CO. DATE 0 6 / 1 9 / 0 3 DRW SLTUSR3521ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407.299-1522 FAX: 407-299-9 1 53 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC FIL AT ON. PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA ASTM A653 GR 40 GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EOCH FACE OF.TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - 2 d .42704 yq t. •' C q d4aw., .. (' BC g C TOT.LD. DL L L 10.0 0.0 47.0 PSF cPSFF PSF S L T - E N G W M R SEON- 42537 D U R F A C 1.25DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t glapqPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS tFt9b. SPACING 24. 0" J REF 1 S 3 R 3 5 2_Z 0 2CERTIFICATEOFAUTHORIZATIONR9218COM0ENTIFOR99ANSECTATIi0NCULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER 2. J U M 1ANS., Z2823A - R2) THIS DWG PREPARED FROM COMPUTER INPIIT n nnns R f1ih1FNCTf1NC1 CIIRMTTTFN RY TRIICC MFa TOP CHORD 2x4 SP #2 120 MPH WIND,'24.56 FT MEAN HGT, ASCE 7-98, tiLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3.. BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC: IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240,TOTAL LOAD.. 5X6= 5X6= 2. 5X4 2. 5 X 4 6 r- 5X6 % 6 5 X 6 A) (A) 19-9-1 5X6= 5X10= 5X6= R=1561 U=553 W=4" 3X6 (Al) 1-4-0 3-0-0 1 2-0-01- 19-0-0 1 40- 0-0 Over 2 Supports R= 1561 U=553 W=4" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:2 FL T G T C p , BC1 L L D L DL 2 0. 7 10. 0 R 0 0 P S F C PSFFPSF Scale R E F 1875" Ft. R 3 5 2-- 1 5 9 2 4 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'ONOf RI0 DR., SUITE 200. MAD I50 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 ACOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Q4 i. ,{ram V i` ' T/ 50FI(,' •, VFW ; 4 +'•S sQy a 7ti SMYTHLUMBERCo. ROOF TRUSS DIVISION DATE 0 6 / 1 9 / 0 3 DRW SITUSR352 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407. 299-1 522 FAX: 407.299-9 1 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDL-ING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION . PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, P051710N CONNECTORS PER 1 STATE OF Z' ® • p. kI F•+ F. f/jjeepp BC T 0 T L L L D . 0. 37 C 0 PSF PSF S L T - E N G / W M R S E Q N 42625 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION 59218 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. Jun 19 '03 DI R UFAC. 1 .25 SPACING 24.0" JREF- 1S3R352 Z02 ccOL,)H - I.J) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 14EBS 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 5X6= 120 MPH WIND, 24.06 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 of SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 166 NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. S[i m 19-9-1l J A V= J A l V = J A Y— 3X6(A1) 3X6(A1) 1-4-0 1-4-0 1 17-0-0 I 6-0-0 1 17-0-0 I 0-0-0 Over 2 Supports R=1561 U=548 W=4" R=1561 U=548 W=4" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 wowaft, OTY:2 FL 1 R Scale 1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S83 D'ONOFRIO DR.. SUITE 200. MA0150N. 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 L s l] v' 1 tIFI'C'`• ®' t :fir• 2 No.42704 S T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 1 5 9 2 5 S MYTH LUMBER CO. ROOFTRU55DIVISION DATE 0 6/ 1 9/ 0 3 DRW SLTUSR352 S L T- E N G W M R2722SOUTHAPOPKABwo. APOPKA, FL 32703 407-299.1 522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BPECIFGCATIONUP UBLISHEDTB YSTHESIGNAMER ICA NCONFORM 5 F ORESTTAND PPAP ERBASSOC OIATION)SAND TPI. OF NOS (NALP/NEL DESIGN, CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 7 STATE OF 1 i i.'•.' O Rl e BC TOT L L L D . 0.0 17.0 P S F P S,F S E O N 42648 FAX:, 407-299-9153 EACH FACE OF.TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER p„.... D U R F A C 1.25DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1.... . ipI. PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS SPACING 24, 0" J REF 1 S 3 R 3 5 2_Z 0 2CERTIFICATEOFAUTHORIZATION #9218 CMPONENTANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERNSECTi0UJ UIT 19 10 GCZS C.SN - K4) IHlb UWG fKLNAKLU FKUM t-UMNUILK 1NMU1 LUAU) & UIMLNSIUNJ) JU8M111LU hY IKUJJ MFK. - TOP CHORD 2x4 SP #2 120 MPH WIND, 23.56 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.. A) lx4 #3 OR BETTER ."T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4III I I 5X6= 5 X 6 5 X 6 6 r —1 6 A) (A) 19-9-1 2X4111 5X6= 3X8= 5X6= 2X4111 3X6(A1) = 3X6(A1) 1.4.0 1-4-0 I_ 15-0-0 _I 10-0-0 I 15-0-0 fE 40-0-0 Over 2 Supports R=1561 U=542 W=4" R=1561 U=542 W=4" PLT TYP. Wave TPI 95 R D e s i q n Crit: TPI STD FLBC 6.10 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 INST ALU NG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ON OFRIO DR.. SUI TE200. MAD ISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTH E0.W LSE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p,A p q'%r'flC •qS` g J {P : g T C T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 1 5 9 2 6 S MYTH LUMBER CO. DATE O 6 1 9 O 3 DRW ETU$R352ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407.2999FAx: 407.29-9 -911 53 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING; SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC FI ATION P ASD TMA R ASSOCIATION)T ALPINE CONN E CT 0RSAREMADE OF20GA ASTMA653GR40GAL V. STEEL.PAPEEXCEPTASNOTED. APPLYCONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER r1{Q. %Q S STATE 4F e'ILg 1•k w OR10'.o. n ..•fj d BC BC TOT.LD. DLLL10. 0. 0 37-, 0 O PSF PSF PSF SLT- ENG WMR SEQN- - 42543 D U R F A C . 1.25 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THISDRAWINGINDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS Al- CERTIFICATE OFAUTHORIZATION 7#9216 ANSICOMPONENTPARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F1995SE FOR ANY in 19 SPAC•I NG 24 0" JREF- 1S3R352_Z02 r- TOP CHORD 2x4 SP #2 120 MPH WIND, 23.06 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/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4III 5X6= 5X6 5 X 6 6 r— 6 19-9-1 2X4 IN 5X6— 3X8= 5X6 = 2X4 III 3X6 (A1) = 3X6 (A1) t 1-4-0 1-4-0 L 13-0-0 I 14-0-0 I 13-0-0 I 40-0-0 Over 2 Supports R=1561 U=537 W=4" R=1561 U=537 W=4" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:2 FL 1 R - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND pA TIC L L 2 0. 0 P S F R E F R 3 5 2-- 1 5 9 2 7DRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED SY TPI (TRUSS PLATE q DIY Rom{ INSTITUTE. 583 D'ONOFRIO DR., SURE 200, MADISO N. WI 53719). FOR SAFETY PRACTICES PRIOR TO _*i`••••••.; •ry PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED A'1'"' "{PI(J•.®/ TIC D L 7. 0 P S F DATE 0 6/ 1 9/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. +V. l' gqy ROOF TRUSS DIVISION ** IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p Q % $ BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE. TO r NO. 42704' 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND - APOPKA, FL 32703 BRACING OF TRUSSES. THIS OESIGII CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN S B C L L 0. 0 P S F S L T- E N G / W M R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE uTa°r C F :• 407-299-T 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO ' ^Q 1 T 0 T. L D. 37.0 P S F S E Q N- 42545 FAX: 407-299-91 53 @ACH FACE OF, TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ' FfI'D • + DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `° 1`%` - D U R . F A C . 1.25PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 CANS OREENTIFOR99ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 19 SPACING 2 4. 0 " J R E F - 1 S 3 R 3 5 2_ Z 0 2 LLOC,SA - Kb) 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/360 LIVE AND L/240 TOTAL LOAD. THIS OWG,PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.' 120 MPH WIND, 22.56 FT MEAN HGT, ASCE 7-98,°'CLOSED °BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL-5.0 PSF. + IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC-@ 24" OC. 5X6= 5X6= 2.5X4 = 5X6= 2. 5X4 2. 5X4 s 6 1 6 19-9-1 2X41II 5X8= 5X6= 5X8= 2X4 III 3X6(A1) = 3X6(A1) 1-4-0 1-4-0 L< 11-0-0 1 18-0-0 1 11-0-0 j' 40-0-0 Over 2 Supports R=1561 U=531 W=4"' R=1561 U=531 W=4" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R - Scale 1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO RIG 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE p@ iUI T C L L 2 0. 0 P S F R E F R 3 5 2-- 1 5 9 2 8 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED p p°°•C10I"C, T C D L 7.0 P S F DATESMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING.: IMPORTANT— FURNISH y V`' 0 6/ 1 9/ 0 3 ROOF TRUSSDIVISION 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 .:9 0.42704 BC DL 10.0 PSF DRW SLTUSR352 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t TSTATE BC L L 0. 0 P S F S L T- E N G / W M R 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN OR,AND PAPER AS,AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO OpF ' t,$ A, i.f.w TOT L D 37. 0 P S F S E NFAX: EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A". O Rt• a°}4` Q 42547407.299-9153 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL -ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING pr .... D U R F A C 1 2 5 CERTIFICATE OF AUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 041. Al J U n 19ANSI/TPI 1-1995 SECTION 2. SPACING 2 4. 0" J REF 1 S 3 R 3 5 2 Z 0 2. r.......... Z2823A - R7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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 C 24" OC 3X6(A1) 5X6= 6.?(elm 120 MPH WIND, 22.06 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/360 LIVE AND L/240 TOTAL LOAD. 2. 5X4 = 5X6= 2X4 2X4 6 r (A) (A) 6 19-9-14 GVQ— Gv;— C vy0 3X6(A1) 1-4-0 1-4-0 9-0-0 _I_ 22-0-0 _I_ 9-0-0 _1 40-0-0 Over 2 Supports R=1561 U=525 W=4" R=1561 U=525 W=4" PLT TYP. Wave TPI 95 R D e s i q n Crit: TPI STD) /FLBC 6.10 gg QTY:2 FL 1 - R - Scale=.1875" Ft. WARNING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND { IY! T C L L 20 . D P S F R E F R 3 5 2-- 1 5 9 2 9BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP1 (TRUSS PLATE +`+•`••,,,;• R,s'TINSTITUTE. 5B3 D'OII OFRIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO ••••C IFI C•• ® PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED p ( -Tj:•. g- T C D L 7. 0 P S F DATE 0 6/ 1 9/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ! y fi00FTRUSSDiVE510N "" IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 No.4 704 =$u BC DL 10.0 PSF DRW SLTUSR352PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS. DESIGN: ANY FAILURE TO DS _ 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND B C L L 0. 0 PSFF S L T- E N G W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ° STATE OF / 407.299-1 522 SPECIFICATION PUBLISHED DY THE AMER FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CCONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO •+,l 0 i+..•®T 0 T. L D. 37 . 0 PSFF S E O N- 42672 FAX: 407-299-91 53 EACH FACE OF.TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ((! DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING "' N••' O U R . F A C . 1 .25PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 59218 COMPONENT ANYNSECTIOU PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J u n 19 D j SPACING 24. 0" J REF - 1 S 3 R 3 5 2_Z 0 2 LZt9ZJA - Kb) - - - -]HIS UW6 PKLPAKLU FKUM CUMPUILK 1NPUI .(LUAUS & UIMLNSIUNS) SUBM111LU BY.IKUSS MR. TOP CHORD 2x4 SP #2 :T2,'"T3 2x6'SP #1 Dense: 120 MPH WIND, 21.56 FT MEAN HGT, ASCE 7-98, CLOSED 'BLDG, LOCATED. BOT CHORD 2x6 SP #2 :B2 2x6 SP SS: ANYWHERE IN ROOF,.CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP #3 :W3, W9 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLIN,S: TO, BRACE ALL -FLAT TC C 24" OC. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE ,AND L/240 TOTAL LOAD. CALCULATED VERTICAL DEFLECTION IS 0.54" DUE TO LIVE LOAD AND 0.46" DUE TO DEAD LOAD AT X = 20-0-0. 2X41OXIO(R) 111 3X4= 7X6 3X4= 1OX10(R) l/l 6 T2 T 2X4 6 5X4( A4) W3 W9 5X4(A4) - 19- 9-1 2. 5X4 = HS612 = B2 3X8= HS612 2.5X4 5X4( A4) - 5X4(A4) 1- 4-0 1-4-0 L_ 7-0-0 26-0-0 7-0_0 40- 0-0 Over 2 Supports _I R= 3083 U=935 W=4" R=3083 U=935 W=4" PLT TYP. High Strenggth, Wave TPI 95 R - Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R Scale=.1875" Ft. WARNING— - TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND gg ® - BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING).. PUBLISHED BY TPI (TRUSS PLATE- 81f'0 TC LL 20.0 PSF REF R352--15930 ONPERFORMING THESEDFUNCOTIONSIODRUNLE55TOT200' 1 EOINDICATER To D, TOSON P 1C HOR DFOSHAL LFHAVE PPROPER LY AICES TTAOCHEO l4r. °'LIP C •"® SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'A°•,t TC DL 7'0 PSF DATE 06/19/03 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO. THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f D. :Z%Q • cc BC DL - 10.0 PSF DRW SLTUSR352 ROOF TRUSSDIVISIONPRODUCTSINC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BU ILD. THE TRUSSES IN CONFORMANCE WI TH TP I: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND / APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS .WITH APPLICABLE PROVISIONS -OF NDS (NATIONAL DESIGN. 1 BC LL 0.0 PSF SLT"EN\l /WMR SPECIFICATION PUBL7 SHED -BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) NO TPI. ALPINE .STATE- 407.299- 1522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY AND TO +'' p TOT. LD. 37.0 PSF SEON- 42680 K '., qqFAX: 407- 299-9153- EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSIT -ION CONNECTORS PER •+. ....°.•'° DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OFPROFESSIONALENGINEERING-69lg& - DUR FAC •. 1-.25 PROFESSIONAL ENGINEERING RESPONSIBILITYSOLELYFOR 'IHE TRUSS COMPONENT DESIGN SHOWN. - THE SUITABILITY AND USE OF TNIS LL44 DD00 i. DU CERTIFICATE OF AUTHORIZATION#9218 COMPONENT FOR ANY NSE PARTICULAR_ BUILDING ISTHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 19 `'PACING SEE ABOVE JREF- 1S3R352 Z02 Z2823A R9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 120 MPH WIND, 10.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #3 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 1 E p I j I i i 1f I I 9 2 X 4 III 1 6 F— 1-10-3 i + 9-L 1 2X4 (Al) 2X4 III L,i -4-0,J 3-0-0 Over Continuous Su port R=97 PLF U=64 PLF W=3-0-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC i WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLI NC BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P INSTITUTE, 583 D'ONOFRIO DR., SU TE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [NDICA TE O. TOP CNORO SHALL HAVE PROPERLY ATTA S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS IVISION "" IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINI PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY -DEVIATION FROM THIS DESIGN: ANY FAILUR 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING APOPKA, FL 32703 BRACING OF TRUSSES: THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL BE 407.299-1 522 SPECIFICATION PUBLISHED BY THE AMER.ICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR,0 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTOR 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 ENGINEEI RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Q TY:l FL 1 - R - Scale IQ TC LL 20.0 PSF REF R352--15931 irco.42704.*.I , TIC DL 7.0 PSF DATE 06/19/03 i IVo.4270A4 ; W BC DL 10.0 PSF ORW sLTusR352 STATE OF BC LL 0.0 PSF SLT-ENG /WMR TOT.LD. 37.0 PSF SEQN- 42686 DUR.FAC. 1.25 Jun 19 '03 SPACING 24.0" JREF- 1S3R352 Z02 LZtSZ.SA - K1U) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 10.07 FT MEAN HGT, ASCE 7-98, TLOSED 6LDG, 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. 2 X 4 III 6 F— 1-10-3 0 2 X4 III 2X4 (Al) L,1-4-0,J 3-0-0 Over 2 Supports R=234 U=180 W=8" R=69 U=180 PLT TYP. Wave TPI 95 R D e s i q n Crit: TPI STD FLBC 6.10 OTY:6 FL 1 R - Scale =.375 Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND pp BRACING. REFER TO RIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 8• may^•,......... T C L L 20.0 P S F R E F R 3 5 2-- 1 5 9 3 2INSTITUTE -PERFORMING THESEDFONCOTIONSIO ORUNLESSTOTHERWISEMADINDNCATED, T0PICHORDFSHALLFETY HAVEPPROPERLYARACTICES TTQRTOACHED 4Y'%"'T C D L 7.0 P S F DATE 0 6/ 1 9/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HA VE.A PROPERLY ATTACHED RIG10 CEILING. ROOF TRUSS DIVISION IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t nin.42704 90 BC DL 10.0 PSF DRW-SL7USR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND ! APOPKA, FL 32703 BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ; K BC LL 0.0 PSF SLT-ENG /WMR 407- 299-1 522 SPECFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPE0. ASSOCIATION) AND TPI. ALPINE ; CONNECTORS ARE MAO, OF 2OGA ASTM A653 GR40 GALE. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO .,® R1®,•• T 0 T . L D .. 37.0 RS F S EON-- 42683 FAX: 407.299-9 153 EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER (jAe... ..... DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING - -INDICATES ACCEPTANCE OF PR OF ESSIONALENGINEERING id((AIL NAID U R F A C . 1.25 - FROM B M PROFESSIONALENGINEERINGRESPONS.IB ICI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORIZATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIB. IL ITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Jun 19 '03 SPACING 24.0" JREF-.1S3R352 Z02 Z2823A - R12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD-2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.89 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. T 2-0-11 i DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 6 F- 6 2X4 III 2X4 III T 2- 0I- 11 iu 13L4-0 2 X 4 III 2X4 III 2X4 III L--E:I-5-0>j L<1-5-0>j I 3-6-8 I 3-6-8 J 7-1-0 Over 2 Supports R=348 U=227 W=3.5" R=348 U=227 W=3.5" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 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 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MAD ISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, i0P CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION "" IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION. PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI.. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-91 53 EACH FACE OF,.TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1 OTY:2 4.11FIC, i No.42704 i STAy Jun 19 '03 FL/-/1/-/-/R/- 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" Scale=.375"/Ft. REF R352--15933 DATE 06/19/03 DR SLTUSR352 SLT-ENG WMR SEON- 42693 FROM BM JREF- 1S3R352 ZO2 L_ - I Z2823A - R40) - - - - THTC PWG PRFPARFn FRnM rnMPIITFP TNPIIT (I nAnc 2. nTMrnic Tnnlc) clip MTTTrn v TDncc Mrp I TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2: WEBS 2x4 SP #3 120 MPH -WIND, 15.77 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. IN LIEU OF STRUCTURAL PANEL'S USE PURLINS: TO BRACE ALL FLAT TC Ca 24" OC 5X4= 5X4 2X4 III LOADING ON THIS TRUSS CALCULATED BY JOB-MSIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 8.67 BC From 4 PLF-at 1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.17 BC From 0 PLF at 7.17 to 0 PLF at 7.21 BC From 4 PLF at 7.21 to 4 PLF at 8.67 TC 143 LB Conc. Load at 2.96, 4.21 BC 89 LB Conc. Load at 2.96, 4.21 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6f 2 X 4 111 6 T0-211 14-0 2.5X4= 2. 5X4 = 2.5X4 L<l -4-0>1 Ll -4-0>1 I 2-11-8 1 1-3-0 I 2-11-8 I E 7-2-0 Over 2 Supports R=581 U=457 W=3.5" R=581 U=457 W=3.5" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OT 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 Z00, MADISO N. W1 53719). FOR SAFETY PRACTICES PRIOR T9 PERFORMING THESE FUNCTIONS-, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED pppQ. ...., pp']I ••.a „P as KJ" '4jW'.• SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Sr ROOF TRUSS DIVISION IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 ; 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 x4CAPOPKA,FL 32703 407-299-7522 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF S% X t,W'U FAX: 407-299-9 1 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERtes` DRAWINGS. 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING. 4 {,:•',Ae.g! at 6JfdJPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHE CERTIFICATE OF AUTHORILTION#92le 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. Jun 19 ' 03 1 FL - 1 R - Scale =.375" Ft. TC LL 20.0 PSF REF R352--15934 TC DL 7.0 PSF DATE 06/19/03 BC DL 10.0 PSF DRW SLTUSR352 BC LL 0.0 PSF SLT-ENG /WMR TOT.LD. 37.0 PSF SEQN- 18939 DUR.FAC. 1.25 FROM BM SPACING 24.0 JREF- 1S3R352_ZO2 I F_ ctsc.sH - n1J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 II'I13 uwu rrt[rr u rrt n lvriru I I:, inruI 1L VINUJ a ul rIC llJ I U1107 JUDru IILU Di Ircwa ru-rt. 120 MPH WIND, 21.56 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. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. L i-io-io J. 9-10-13 _1 E 9-10-1 Over 3 Supports R=400 U=223 W=5.657" Z 4217 U=189 3-9-15 14 R=321 U=180 PLT TYP. Wave TPI 95 R Desi n•Crit: TPI STD FLBC 6.10 OTY:4 FL 1 - R - Scale =.375" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ab / T C L L 20.0 P S F R E F R 3 5 2-- 1 5 9 3 5BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE + q, ... •/r,is/. INSTITUTE, 583 D'ONOFRIO OR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO d 'C IF C ,'•° PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Q.. YY .A T C D L 7.0 P S F DATE 06 1 9 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. " / / ROOF TRUSS[)IVISION ** IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED l PtiJo.42704 BC DL 10.0 PSF. DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO I 1 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND F5 BRACING OF 7RUSSE S. THIS OE51 [SIGN CONFORMS WITH APPLICABLE PR "'INS OF NOS (NATIONAL DESIGN ; BC L L 0. 0 P S F S L T- E N G W M R a APOPKA, FL 32703 - STATE OF / 407-299-i 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE yCONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Y y":nC%, aj'.. TOT. L D . 7 .0 P ; F S EON - 42583 FAX: 407-299-9 153 DRAWINGSEACH E01, 160 A-Z. ATHEUNLESS ONTTHISISE DRAWOINGTINDOICATESTHISADESIGN. CCEPTANCEPOSITION PROFESSIONALENGINEERECTORSPER ING q AlllNt D U R F A C . 1.25 PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTBESIGNSHOWN. THE SUITABILITY AND USE OF THIS AF1'IM CERTIFICATE OF AUTHORIZATION 4A9218 COMPONENT FOR ANY PAR TICULARBUILDING IS THE RESPONSIBILITY OF THE BUILOING DESIGNER, PER J U n 1 9 ANSI/TPI 1 1995 SECTION 2. SPACING SEE ABOVE JREF- 1S3R352_ZO2 Z-2,82-3A - H10) - - - - '. THIS DWG PREPARED FROM COMPIITFR TNPIIT !I GADS R niMFNSTCINSI SIIRMiTTFn RY TRIICS MFR TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.78 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. T 2-0-2 2 X 4 Ill 1 -6-4 R=87 U=180 3-5-15 4-0 R=58 U=180 LOADING ON THIS.TRUSS CALCULATED BY JOB-DtSIGNERA'** SPECIAL LOADS LUMBER DUR.F.AC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.96 to 54 PLF at 4.13 BC From 14 PLF at-1.96'to 4 PLF at -0.08 BC From 24 PLF at -0.08 to 24 PLF at 0.06 BC From 20 PLF at 0.06 to 20 PLF at' 4.24 TC 6 LB Conc. Load at 1.54 BC 39 LB Conc. Load at 1.54 i IO -lo CIE 4-3-3 4-2-7 Over 3 Supports R=17.4 PLF U=181 PLF W=1-9-2 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.1 WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H10-91 (HANDLING INSTALLING AND BRACING). PUBLISHED. BY TPI (TRUSS PLATE INSTITUTE. 583 1'0NOFRIO DR.. SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION "" IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 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 V. STEEL. EXCEPT AS NOTED. APPLY CONVECTORS TO FAX: 407-299-9 1 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING - RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. QTY:2 FL 1 R Scale TC LL 20.0 PSF REF R352--15936 Gtigc,4.".. TC DL 7.0 PSF DATE 06/19/03 i No.42704 i BC DL 10.0 PSF DRW SLTUSR352 BC LL 0.0 PSF SLT-ENG WMRof / R1 TOT.LD. 37.0 PSF SEQN- 18934 DUR.FAC. 1.25 FROM BM Jun 19 SPACING 24.0" JREF- 1S3R352 Z02 Z2823A - E1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1-4-0— 7-0-12 7-0-0 Over 3 Supports R=363 U=197 W=4" 120 MPH WIND, 21.56 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/360 LIVE AND L/240 TOTAL LOAD. 2 -4-2 R=163 U=180 3-10-3 14 R=73 U=180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:28 FL 1 R Scale 375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR .; SUITE 200. MAD ISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO P ERFORM[NG 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 nn Q ,.,...,, i a;;'.Q T%'. ,,pq q d o 2 No.427{4 ' T C L T C D BC DL L L 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 1 5 9 3 7 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 6 / 1 9 0 3 DRW SLTUSR352 SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407 299-1 522 BUILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDs (NATIONAL OESI GN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL STEEL STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 70 F STATE OF aL; P,+ YARQ,a' ^, BC LL TOT. L D . 0.0 3 7 .0 PSF P S F S EON 42587 FAX: 407-299-9 153 EACH FACE OM TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F A C 1.25DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FORANARTTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER I99SEP Jun 1 9 '0 3 SPACING 24. 0 J REF S 3 R 3 5 2_Z 0 2 1 L606671 - t1U) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP. #2 120 MPH WIND, 15.77 FT MEAN HGT, ASCE 7-98,*CLOSED •BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN.4.50 FT FROM ROOF EDGE CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #2 BCDL=5.0 PSF. 2-0-15 A-IT- 6 - 12 R=56 U=180 3-6-11 4 0 R=33 U=180 2X4 III 3-0-4— 2-11-8 Over 3 Supports . R=213 U=180 W=3" . PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:2 FL 1 R Scale 375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE 1N FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HA NOL ING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. qi'' ryyP r T C ILL 20.0 P S F R E F R 3 5 2-- 1 5 9 3 8 1 583 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 IFIC /,,(° d„ G`y" %••.*s1 T C D L 7. 0 P S F DATESMYTHLUMBERCO. STRUCTURAL PANELS. 807 TOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. g 0 6/ 1 9/ 0 3 ROOF TRUSS DIVISION IMPORTANT*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC: SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS .DESIGN; ANY FAILURE TO PIO.42704 3 BC DL 10.0 PSF DRW SLTUSR352 2722 SOUTH APOPKA BLVD. APOPKA,FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF ' BC ILL 0.0 PSF SLT-ENG WMR 407-299-1,522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL4. STEEL. EXCEPT AS NOTE APPLY CONNECTORS TO A, 0pq l ( N 'iQ,•• T 0 T LID. 3 7 PFAX: "407-299-9 1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z.THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING g uR a..... 46 0 S F S E Q N 18943 PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 60L. D U R . F A C . 1 .25 FROM BM CERTIFICATE OFAUTHORIZATION 49218 BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER., PERCOMPONENT1FOORANSE Jun 19 '03CTIONCULAR SPACING 24.0" JREF- 1S3R352 Z02 72823A - Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2 -4-2 R=108 U=180 2-10-3 1 -14 R=48 U=180 L--I-4-0,1F . 5-0-12 _I 5-0-0 Over 3 Supports- R=295 U=181 W=4" 120 MPH WIND, 21.06 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/360 LIVE AND L1240 TOTAL LOAD. PLT TYP. Wave TPI 95 R Design Crit` TPI STD FLBC 6.10 0TY:8 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M Q T C L L 20.0 P S F R E F R 3 5 2-- 1 5 9 3 9BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE $IN e•••.`7A_ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO CFi,•pp'Tj•rww / / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATETE 0 6 1 9 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ; CJ 0-. ROOF TRUSS DIVISION — IMPORTANT .a FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j INo.42704 BC DL 10.0 PSF DRW SLTUSR352PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND _ $' APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN '+ "yq•" OF BC L L 0.0 P S F S L T - E N G / WM R SPECIFICATION PUBLISHED BY THE Ah1ERI3 G FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •*.•' f Q l® T 0 T. L D. 37.0 P S F S E Q N- 42591407-299-1522 CONNECTORS ARE MADE OF 20 GA ASTM A653 GR 40 GALV. STEEL. EXCEPT AS NOTED. AP PL Y,CONNECT ORS TO t j '• FAX: 407.299-9 153 'EACH FACE ff TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER +''•+.»..• c'+ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOICAT[ S ACCEPTANCE OF PROFESSIONAL ENGINEERING y D U R . F A C . 1 . 2 5 PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J u n 1 9 ANSI/ TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S3R352_Z02 LCOCSH l,L) - TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 21 4-2 R-47 U=180 1 -10-3 IJ-9-14 R=23 U=180 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 20.56 FT MEAN HGT, ASCE 7798, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. L<1-4-0,1-3-0-12— 3-0-0-Over 3 Supports R=234 U=180 W=4" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:8 FL 1 R Scale 375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN -FABRICATION, HANDLING. SHIPPING, INSTALLING AND 8 RACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE LL 2.0 PSF REF R352--15940 INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, Ni 53719). FOR SAFETY PRACTICES PRIOR TO THESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOPCHORDSHALLNAVE PROPERLY ATTACHED TC R'" PE0.FORMING iFIC,q'" l T C D L 7.0 P S F DATE 0 6/ 1SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. pAsrFien 9/ 0 3 ROOF TRUSS DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO gSNo.42704 ,^' BC D L 10.0 P S F D R W SLTUSR352 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONE ORMANCI WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN e BC L L 0.0 P S F S L T- E N G / W M RAPOPKA, FL 32703 NATIONAL SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF 407.299-1 522 - FAX: 407-299.91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE TRUSS, S ^^Q` ° A R'°'„ TOT. L D . 37.0 P S F S E Q N 42593 - OF AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R F A C 1.25PROFESSIONALENGINEERING, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS llid( Tr- CERTIFICATE OF ALImORIZATION #921E3 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING GESIGNER, PER Jun 19 SPACING 24.0" JREF- 1S3R352_Z02ANSI/TPI 1.1995 SECTION 2. r-- Z2823A - C3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 0 - 1j0=70 -1802t4219-9-14 R=U=180 2X4 (Al) Lci -4 o3 1 — 1-0-0 Over 3 Supports R=247 U=275 W=4" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:8 FL 1 - R - Scale =-375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND 8 RACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MAOISO 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 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN COIIFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINECONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO F•ACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 166 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENDINEERING ti'AT/g_ q, •;• F('• 4" T'. yr F N4. 42704 J '.` - Yi STATE OF ' i A.•: ;dl O R V e• q.V p T C T C BC B C T 0 T L L D L DL L L L D . 20.0 7. 1Q. Q. 37.0 0 Q Q P S F P S F PSF P S F P S F R E F R 3 5 2-- 1 5 9 4 1 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 DATE 0 6/ 1 9/ 0 3 DRW SLTUSR352 S L T- E N G W M R S E Q N - 42596 D U R F A C 1PROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #92113 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERf1995YET0ANYANSINI COMPONENT Jun 19 ' O, j 25 SPACING 2 4. 0" J REF - 1 S 3 R 3 5 2_Z 0 2 ' 2823A - CIO) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 3 BOT CHORD 2x4 SP 3 WEBS 2x4 SP 2 120 MPH WIND, 15.27 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. 2 X 4 111 6 15-6-12 T R=-48 U=180 2-6-11 2-0-15 4 0 - R=20 U=180 2 X 4 III Lc 1 4 0 O 0-11-8 Over 3 Supports R=182 U=180 W=11.5" PLT TYP. Wave TPI 95 R Desi gn Crit: TPI STD FLBC 6.10 QTY:4 FL 1 R Scale 375" Ft. WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 66 T C L L 20.0 P S F R E F- R 3 5 2-- 1 5 9 4 2 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON.WI53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVEPROPERLY. ATTACHED e A T C D L 7, Q P S F DATE 0 6/ 1 9/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IF' fr''T, it 6' j IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 3S B C D L 1 0 P S F D R W ROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 Q. 7Qi a SLT USR352 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 407- 299-1 522 SPECIFICATIONUPUBLISHEDTBYSTDESIGN ONF CANORMSFORESTTANDPPAPERBASSOCOVTISIOION)SAND-TP1OF .(NAA`IIONNEL DESIGN CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 1 STATE OF .z B C L L TOT. L D 0. 0 P S F P S F S L T- E N G / W M R 37. 0 S E Q N 18945 FAx: 407-299-9 1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE 40 e{w LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING vj lYe la D U R F A C 1 5 F R 0 M B M PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS ANA 2 CERTIFICATE OF AUTHORIZATION #9218 ANSI/ TPIT1F01995NSECT10NCULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING OE5IGNER, PER J U D 1 9 SPACING 2 4. 0" J REF 7 1S3R352 ' 0 2 ASCE 7-98 120 MPH WIND SPEED, .30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C E " 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 L BRACE 1 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" 13' 5" S P F 3 3' 4" 4' 11 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13, 1" 13' 1" HF STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W 0 11 3' 3' 4' 2" 4' 2" 5' 6" 5' 6" 7' S" 7' S" 8' 7" 8' 7" 11' 8" 11' B" T 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" Y 2 3' B' 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" FSTANDARD3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" e' 9" 10' 3" 10' 3" 13' 1" 13' 9" Q DFLSTUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" U ANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' B" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" 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" NNFH LT FH STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9'' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" W 0 STANDARD 3' 10" 5' 1" 5' 1 ' 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" I' 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 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' 5" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" W Q0 3 4' 0" 62" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12" 5" 14' 0" 14' 0" STANDARD 3' 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" 8' 9" 9' 0" 10' 6" ID' 9" 13' 10" 14' 0" 14' 0" 14' 0" 0 S P F 3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" I F STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" 0 1 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" C S P 2 4' 7" 1 7' 5" B' 0" 8' 9" 9' 6 10' 6" 11' 4" 13' 10" 14' 0" 14' 0". 14' 0" 2 3 4' 5" 1 7' 1" 7' 1" B' 9" 9' 3" 10' 6" 11' 0" 13' 10 14' 0" 14' 0" 14' 0" 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'' 8' 0" 8' 0" 10' 6" 10' 9" 12' 5" 12" 5" 14' 0" 14' 0" SYMM I(p ABOUTi Y DIAGONAL BRACE OPTION: r' T VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL 1B„ BRACE IS USED. CONNECT DIAGONAL BRACE FOR B70# BRACE ATEACHEND. MAX WEB - LENGTH IS 14'. TOTAL2X4 SP OR DF—L #2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE CUT AS SHOWN) AT UPPER END. - 2X4 # 2N OR. BETTER CONNECT DIAGONAL AT yJy MIDPOINT OF VERTICAL REFER TO CHART ABOVE FOR WEB.- WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI-(TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, O TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. ESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703. APPLICABLE PROVISIONS OF N S (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED N THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A—Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE - CERTIFICATE OF AUTHOR17ATION 71921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY F THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. No. 42704 STATE OF , Q BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE — PINE —FIR HEM —FIR 1 2 STANDARD 2 STUD 3 STUD #3STZIDARD DOUGLAS FIR —LARCH SOUTHERN PINE 3 # 3 STUD STUD ' STANDARD STANDARD GROUP B: HEM - FIR 1 Ae BTR 1 SOUTHERN PINE DOUGLAS FIR —LARCH 1 1 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH 10d NAILS. FOR ( 1) "L" BRACE: SPACE NAILS AT 2" O.C. - IN 18 END ZONES AND 4" O.C. BETWEEN ZONES. k* FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. IN 1B" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. - GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 GREATER THAN 11' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, . SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98-GABI2030 DATE 09/10/01 DRWG A12030ECO901 ENG OR 11Q e X. TOT. LD. 60 PSF MAX.. SPACING 24.0" s SYM. ABOUT GABLE DETAIL FOR LET -IN VERTICALS GABLE VERTICAL LENGTH TYP. RIGID SHEATHING 4 TOENAILS T" REINFORCING MEMBER GABLE TOENAILS TRUSS SPACED AT 4' O.C. 4 TOENAILS CEILING 11 GABLE VERTICAL PLATE SIZES 11 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP' LESS THAN 4' 0" 1X4 OR 2X3 2XB GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 2XB GREATER THAN 11' 6" 2.5X4 2.5X6 2) REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE. VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2X4 f_2 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: 10d 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 WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015ENO699, A10015ENO699, A09015ENO699, A08015ENO699, A07015EN0699 A11030EN0699, A1003OENO699, A09030ENO699. A08030EN0699, A07030EN0699 ASCE .7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 A1303OECO901, A1203OECO901, A11030ECO901, A10030ECO901, A08530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, S09015ENO699, S08015ENO699, S07015EN0699 S11030EN0699, S10030ENO699, SO9030ENO699, S08030EN0699, S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. WARNING-^ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIE-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI CTRUSS 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 ANDBOTTOMCHORD SHALL SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOFTRUSSDIVISION. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPL ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE CERTIFICATE OF AUTHORIZATION N9218 SUITABILITY AND 'USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY F' THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Aw\ r.P q'.IFIC''.F Ir : No. 42.704 R STATE OF 2X6 " T" REINFORCING MEMBER 2X4 " T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY " T" FACTOR BY LENGTH (BASED ON GABLE 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. B LENGTH INCREASE W/ "T" BRACE WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 7. 10 7. 2x6 40 7. 50 7. 110 MPH 30 FT 2x4 10 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. 2x6 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 15 FT 2x4 - 0 7 20 7 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7 EXAMPLE: ASCE WIND SPEED = 100 MPH _ MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP #3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM " T" REINFORCED GABLE VERTICAL LENGTH 1. 10 x 6' 7" = 7' 3" S DRAWINGS GAB98117 876,719 & HC26294035 REF LET -IN VERT DATE 10/24/01 DRWG GBLLETIN1001 ENG DLJ/KAR TOT. LD. 60 PSF , PAC. ANY SPACING . 24.0" 4 VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2. OR BETTER. UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"—BRACE, 80% BOT CHORD 2X3(•) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WEBS 2X4 SP #3 OR BETTER. '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". 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". 2) 16d BOX (0.135 X 3.5") NAILS TOE —NAILED 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 120 MPH WIND, ASCE 7-98, CAT IT, EXP. B, ENCLOSED BLDG., BY VALLEY TRUSSES 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 4-0-0 MAX ' 12 12 W2X4 bLAX. W2X4 W2X4 8-0-0 MAX- { 12 12 MAX. W1X3 12 12 MAX. 11 6-0-0 - W1X3 MAX SPACING) tiY2X4W1X3a11e 16-0-0 MAX W1X3 4X4 W1X3 W1X3 6-0-0 W1X3 (MAX SPACING) W2X4W1X3W5X4/SPL riviX3 LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAYBE SQUARE OR PITCHED CUT AS SHOWN. TOE —NAILED W2X4 W4X4 OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL smal COMMON IRUSSES PARTIAL FRAMING 20-0-0 MAX (++) AT 2 " OC PLANIu;lltlulu SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. ////% P„` THIS DRAWING REPLACES DRAWING A105 WARNINGS+ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI O ! TC LL 3D 30 40 PSF REF VALLEY DETAIL TRUSS PLATE' INSTITUTE, 583 O'ONDFR[0 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 SHALeSMYTHLUMBERCO. C DL 20 15 PSF DATE 06/25/99 - HAVE A PROPERLY ATTACHED RIGID CEILING. NO. 42704 * M*IMPORTANT.• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/ICAR2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE .TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING,CHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS. WITH- LL D D 0 PSF APOPKA. FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ' %'o... 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE F 20GAi STATE OF •: OT. LD. 60 57 PSF55 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAX: 407-299-9153 - TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES O O O DUR.FAC. L25/1.33 L15 LISACCEPTANCEOFPROFESSIONAL PROFES SIO NAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i \ SPACING 24 SUITABILITY AND USE F. THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THECERTFICATEOFAUTHORIUTIONN9210RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - V A////, d' `„\\\\\\ 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" OC 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) F-(A) 3) 16d BOX NAILS mil 1--(2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING WARNING-. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID-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 AND BOTTOM CHORD SHALL I SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. TRUSS IMPORTANT.. FURNISH A CDPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF(VISION ENGINEERED PRODUCTS, INC. HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DES IGN; ANY FAILURE ToBUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN'SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-2999153 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 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL CERTIFICATE OF AUTHORIZATION 4921 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPOIFSIBILI TY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN 2) 16d BOX NAILS, TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING BC No. 42704 ;3t i TO' A. STATE OF gyp 1414 p P,.•' CIss/ON A E l l N 3) 16d BOX NAILS, TOE -NAILED GIRDER THIS DRAWING REPLACES DRAWING V105-CONV LL 30 30 40 PSF REF CONV. VALLEY DL 20 15 7 PSF DATE 06/25/99 PL 10 10 10 PSF DRWG VALCONVF0699 0 0 0PSF ENG MLH/KAR LD. 60 155 157 PSF PLC. 1.25/1.33 1.15 1.15 CING SEE ABOVE r TOP CHORD 2X4 #2 OR BETTER PIGGYBACK DETAILBOTCHORD2X4 #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 }.OUST 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 PURLbN SPACING. 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. EITHER PLATE LOCATION IS ACCEPTABLE/ 11 MP 20' FLAT TOP CHORD MAX SPAN II MAX SIZE OF 2X12 2 OR BETTER A E E E E B OPTIONAL B ,\, B C SPLICE /C 3 121 D B D-SPLICE C H C a n J!L C C C C CCjC i *ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. If I*IARNINGI• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRID DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IN ICATE, S MYTH LUMBER Co. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL 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 27225ouTH AroPKA BLvo. TO BUILDTAND TBRACINGRUSSESIOF CTTRUSSSESONFORMANCE WITHTCONFORMSNSHIPPINGE APOPKA, FL 32703 HAN LUNG INSTALLING DESIGN WITHTWG, APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN 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 CERTIFIEnTE OF Al1THORIUTION #921B SUITANI' TY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITY F': THE BUILDING DESIGNER, PER ANSI/TPI 1-1995SECTION 2. 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' 0C. 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 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER,' AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 0 0 0 o o 0 0 o 0 2„ O O 0 0 0 0 00o a 00 8 1/4„ 1I floii,RAWING REPLACES DRAWINGS 634,016 634,017 & 847,045 NANa\Q // iq MAX LOADING REF PIGGYBACK F(,`,4 .per% i 55 PSF AT DATE 06/25/99 S 1.33 DUR. FAC. DRWG PIGBACKBO699 NO.42704 50 PSF AT ENG DLJ/KAR 9.25 DUR. FAC. a'• STATE OF 47 1.15 PSF AT DUR. FAC. 4 . C`_'•. 4 O_ V P•. ACING 24.0" S ONAL r„NgiilS11,11111,\,„\ lb I BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (IX3 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. DOUG'LAS FIR —LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM —FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE —PINE —FIR 2231# 1192 1.5" X 3.5 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5 12 11 10 9 8 SOUTHERN PINE 1 2966# 1 1492 1.5" X 3.5 10 1 9 8 6 7 SOUTHERN PINE NON—DENSE1 2520# 1 1343 1.5" X 3.5" 9 1 8 1 7 1 7 6 4++ MAX+ 3X8 43X12 TRULOX18rMAC4 ** LOX 2X8 WEDGE 2) 8D NAILS CUT TO FITCAGE WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL 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 2722 SOUTH APOPICA RLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI/ OR FABRICATING, APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. ESIGN 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 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORRATION #9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY PTHE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. L IIL4141DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 Q p i4 p .....•... NjF TCLL — PSF REF BC FILLER DATE 06/ 25/99 IFI(,',q •• G' TF••'. DL — PSF DRWG BCFILLER0699 B DL10.0 PSF No. 42704 : C-LL — PSF ENG DLJ/KAR TOE LD. — PSF STATE OF FAC. 1. 0/1.15/1.25/1.33 ACING 24. 0" i AV_ P•* t IIIIA•II( IHII'.11!1.}}}i}}}a a%0` t STEPDOWN CORNER SET 2' TYFTOPCHORD2X4Saw. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 Saw. PINE #2 N WEBS 2X4 Saw. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #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 W2X4 R=463, W=3.50" END AND CORNER JACKS laws] 5' CORNER SET SETBACK 3' 7' 0" 0 , 1 1 HIP TRU J5 EiiJ311 J1 H/ Jl n J5 J7 J7 J7 Jr 1 j 5 7 2 HIP OR COMMON TRUSS X, SS 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. , 2) 16d TOENAILS 3) 16d TOENAILS 2.12 12 W2X4 - TO4,24 I W2X5 I i W3X4 ORSIMPSON 9-10-13 OVER 2 SUPPORTS R=652#. W=3.50" HIPJACK WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND .BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED; S MYTH LUMBER C O. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE .A PROPERLY ATTACHED RIGID CEILING. IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OFTRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NOS (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 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION #9216 AND USE OF,THIS COMPONENT FOR ANY PARTICULAR -BUILDING IS THERSUITABILITYESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1 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 glVl' F C LL 30 MAX PSF REF 7' STBK CS BDL 15 MAX PSF DATE 06/25/99 Mt L 10 PSF DRWG CS7SBK3A0699 No. 42704 IL 0 PSF ENG SJP/KAR OT= LD. 55 MAX PSF STATE OF 1.33FAC. Qp: '.• SEE ABOVEACING CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 I ROW 2X6 I-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 T-BRACE NARROW FACE OR ATTACH WITH 16d NAILS AT 6" O.C. L-BRACE BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE L-BRACE 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 SCAB Yi THIS DRAWING REPLACES DRAWING 579,640BA WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 2GG, MAD ISDN,WI, 53719) FOR y` , // TC LI+ PSF REF CLB SUBST. DATE.' 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED,\ TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL t`\ V" •'-ciFiCn'•• tc 1 j.•, G L\•,. DJ., PSFiii S MYTH LUMBER Co. HAVE A PROPERLY ATTACHED RIGID CEILING. C B(c_DLk+.I MP ORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, Z No• 42704 PSF C DRWG BRCLBSUB0699 2722SOUTHAPOPKABLVD. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH LL PSF ENG MLH/KAR APOPKA, FL 32703 APPLICABLEFORESTPROVISIONS PAPER ASSOCIAITONALION) ANDGNTPI. ALPINESPECIFICATIONUNNECTORSSHED BY 1. A ' T0 LD. PSFAREMADEOF20GA407-2931522 ' ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE OF 407-299-9153 STATE OFFAX: TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL LQ•. A •, '•i. FAC. PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE a?,A`,INGCERTIFICATEOFAUTHORIZATIONtl9218:SUITABtLITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THEO/••,•. Q 1 O f ,•s` RESPONSIBILITY 06 THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i / 1 CFI' rL.UUK UAOLt) TOP CHORD 4x2 SP #3 BOT CHORD 4x2'SP #3 WEBS 4x2 SP #3 JACK STUDS FOR HEAVY CONC. LOAD BY BUILDER). QUANTITY DETERMINED BY OTHERS. WALL PLATE 3/4" DECKING INSERT JACK STUDS BY BUILDER). QUANTITY OF JACK STUDS TO MATCH WALL JACK STUDS AB0VE,MIN. JACK STUD DETAIL WALL STUDS NOT SHOWN FOR CLARITY PURPOSES) W2.5X4 = / DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES THIS DWG PREPARED FROM COMPUIER INPUI (LUAUS 5 UIMENbIONS) SUBMIIIED BY TRUSS MFR TRUSS MAY BE INSTALLED UPSIDE"DOWN. - DESIGN CRITERIA 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-10D GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or = TO 12' ' NO DIAGONALS 12' < TRUSS SPAN < or = TO 20': ONE DIAGONAL 20' < TRUSS SPAN < or = TO 30': TWO DIAGONALS - 30' < TRUSS SPAN THREE DIAGONALS ONE EACH END AND CENTER) 4: 16" OC VERTICALS, TYPICAL. 5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM A 2X4 WALL BOTTOM PLATE, 3/4" FLOOR DECKING AND RATED SHEATHING APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE, FLOOR DECKING, SHEATHING AND ALL'CONNECTIONS TO TRUSS TOP CHORD TO BE DESIGNED BY OTHERS. W=W2.5X4 VAS a W2.5X4 = W=W2.5X4 = BOTTOM. CHORD MAY BE NOTCHED AROUND PRE -CAST ANCHORS BOLTS. ANCHOR BOLT SIZE AND SPACING OF BOLTS TO BE FURNISHED BY OTHERS. VERTICAL WEBS AND CONNECTOR PLATES NOT TO BE DAMAGED OR CUT IN ANY WAY F Continuous Support AvIL1it1U1111ilirlll;/!!! Note: A11 Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 011 i'i, 6 °, FL 1 R Scale AN PUBLISH ED SHIPPING. G ANDBRAGINNGN.G* REFER TRUSSESEH IB ER9I I( HA NOL IENG INS TALL ING ME CARE IN BA NID BRIACIHG) HANDLING. ITFI INI N (TRUSSPLATE I NSTITUiE. 583 O'ONOFRIO DR., SUITE 200. MADISO N. NI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 2 S'; • G F' . LL D L 40. 0 P SF 10. 0 P S F REF R352--15372 DATE 0 7/ 1 5/ 0 2 SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. NO• 27O 4 DRW SLTUSR352 0219600.3 RoOFTRuSS DIVISIONIMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. -ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR FROM B DL -. 5.O PSF 2722 SOUTH APOPKA BLVD. APOPKA, ANY DEVIATION THIS DESIGN; ,ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN F L L 0. 0 P S F S L T- E N G / W M R FL 32703NATIONALSTATEO407-299. 1 522 FAX: 407- 299-9 1 93 SPECIFICATION PURL ISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS APE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO p T . L D . 55.0 P S F S E O N 11184 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS '160 A-Z. THE SEAL ON THIS p '..`V O•I•1 b U R F A C 1.00 FROM PROFESSIONAL ENGINEERINGDRAWING114DICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPON518ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 7 _`y\,y i\\`\\ CERTIFICATE OFAUTHORG!ATION#9219 COMPONENT T1FOR ANYSEPARTICCTION ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER I U /%j!Ei q` JREF 1RU8352_Z17 I SYSTEM 42 PLY TO PLY CONNECTION DETAILS FIGURE 1: WEB TRULOX PLATE CONNECTION WEB TRULOX PLATE CONNECTION MAY +BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND/ORCONCENTRATED LOADS AT RANDOM OR O.C. SPACINGS. TRULOX PLATE APPLIED TO BOTH FACES AT LOCATION OF CONCENTRATED LOADS OR N OR SNEARMIDSPANFORTRUSSES WITH ONLY UNIFORM LOAD. 4X6 TRULOX FOR P = 2900# MAX. 6X6 TRULOX FOR P = 4400# MAX. 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. ATTACH WITH (S) 8D COMMON (0.131" x 2 1/2") NAILS IN EACH VERTICAL WEB. FIGURE 2: CHORD TRULOX PLATE CONNECTION CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS 1S LOADED WITH UNIFORM LOAD AND CONCENTRATED LOADS I SPACED AT 24" O.C. OR LESS. SYSTEM 42 CONNECTION NOTES: N" & "C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX. PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. S" IS THE REQUIRED NUMBER OF 0.131" X 2.5" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER, PLATES AND OTHER INFORMATION NOT SHOWN HERE. 0,125" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON 0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS. ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2—PLY SYSTEM 42 TRUSS. CROSS SECTION DETAIL C 1.5"-ELL C 3.5" 2' 6" MAX TYPICAL SPACING 2) 3X8 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN. PLATES TO BE POSITIONED APPROXIMATELY 1/4" APART; FOR DOUBLE STACKED CHORDS SPACED AT 2' 6" MAXIMUM USE (2) 3X10 TRULOX PLATES, O.C. BETWEEN PAIRS. I . STACKED CHORD FIGURE 5: SINGLE SHEAR BLOCK CONNECTION AT CONCENTRATED LOAD CROSS SECTION DETAIL 1 I 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) 10d COMMON f1 (0.148" x 3") NAILS. OPTIONAL TIE PLATE ON NARROW FACE OR 10d COtIMON 0.148" x 3") NAIL IN WIDE FACE, CROSS SECTION DETAIL 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500# I) 2x8 2000# 2) 2x8 3000# 2) 2x8 3500# MEMBER I MEMBER 2 2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90• AND ATTACH BLOCKS CONNECTION ATTO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4". SPACE BETWEEN PLATE PAIRS AT '2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION AT CONCENTRATED LOAD LOCATION vNAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS 5.5"SUPPORTING THE CONCENTRATED 9.0., LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PLATE OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIE] S 6X18 TRULOX PLATE NCENTRATED LOAD BENT AS SHOWN. MUST BE APPLIED TO THIS FACE. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI CTRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MA ISON, WI'. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE 2722 SOUTH APOPKA BLVO. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING., HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHOR(iATION #9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPOIIISIBILITY OF. THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) IOd COMMON (0.14B" x 3") NAILS PLACES DRAWINGS 1,070,978 798517 T620,124 & T615,489 FIC,ToF LL PSF REF SY42 CONNECTION G ,• C%DL PSF DATE 06/25/99 No. 42704 B L PSF DRWG CNSY42PLO699 ENG MLH/KARBCFaLPSF o'•• STATE OF oT= LD. PSF p P,• i 0.R.IV _x rFAC. 1.00 ACING t SMITH TRUSS Mike Sarvis 8 May 2003 12:01 pm 2722 APOPKA BLVD , APOPKA, FL. 32703 (407)291-2641 - FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation `Version: 3.4 Project : Z2823B.FBD BEAM-D Mark # Beam - Floor Usage: Beam (Floor) Repetitive : No Spacing (in.) ; 0.0 Max Defl : ILL = L/360 TL = L/240 Composite Action : No 8.0`,660 psi 8.0',680 psi_ 20'0' ig LOADS Project Design Loads: Floor: Live=40 psf, Dead=10 psf, • Roof.- Live=20 psf, Dead=17 psf. Live+Dead Ld(T) : Live Ld(L) LDF Location* Shape @Start DEnd @Start @End Span# Starts Ends Additional Info a " 1 Partial(plf) 35 19 125% 0 T 9 20' 0" R10 2 Concentrated(lbs) 508 •-_ 275 125% 0 7' 1 1/2" B.O.B 3 Uniform(plf) 124 f 0 100% 0 010" 20' 0" WALL 4 Partial(plf) 182 — 98 125% 0 0' 0" 12 11 14' E1 5 Trapezoidal(plf) 148 124 80 ' 67 125% 0 13' 11 1/4" 20 0 CORNERSET 6 Uniform(plo 50 40 100% 0 010 20' 0" STD. FLR. NWNNNUN Uniform(plf) 15 0 0 0 20' 0" Self Weight . my15Dimensionsmeasuredfromleftendwhensan# is 0, otherwise, from left end of the specified s an. ••••""'•••' SUPPORTS(lbs) ; G F•.• s Max R'n 4072 3828 •SNo. 42704 Max 100% 400 400 3 Max 125% 1178 1046 _ Min R'n 2493 2381 .A: . STATE OF t Min 100% 400 400 Min 125% 1178 1046 ss 0•''•c Q' • ` 0 R 1 DL R'n 2493 2381 Fs ''••.....•• Min Brg(in.) 2.25 2.25 [Based on bearing stress below] qr s ON A1. Brg Str(psi) 660 660 oltminninmw DESIGN Value Span X Group Allow LDF Ratio V(lbs)" -3463 1 1' 8" 71 13534 125% 0.26 M(ft-lbs) 20610 1 10, 0" 71 46667 125% 0.44 LtRn(lbs) 4072 0 0' 0" 71 18480 100% 0.22 / / See Note #5 RtRn(lbs) 3828 0 20' 0" 71 18480 100% 0.21 See Note #5 LLDefl(in.) 0.23 1 10, 0" 71 0.67 U1050 TLDefl(in.) 0.59 1 10, 0" 71 1.00 U408 USE: POWERBMB 30E-E2 3.50x16.00" Grade, Width, Depth selected by User POWER BEAM reg. tm Anthony Forest Products Co, NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression I edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. ' 4:=Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. i . 6. Bearing length based on design material; support material capacity shall be verified (by others). 7.'When required by the building code, a registered design professional or building official should verify the input loads and productiapplication. i 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed i for commercial uses. 9. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 10. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+125%, 50=D+133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90=D+100%+115%+133%/2,100=D+100%+115%/2+133%,110=D+Commercial Ld(100%) R 11. Group = Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL, 0 for DL). E FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address:3 CUMBERLAyD f fJ Lw1 Builder. G( Permitting Office: 1QORP S jH%OME& City, State: Owner. 1#QA4!zQx) Permit Number. Jurisdiction Number: C CI Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 58.0 kBtuft _ 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 (ft) 2823 fe c. N/A 7. Glass area & type Single Pane Double Pane - a. Clear glass, defadtU-factor 337.0 W 0.0 fe _ 13. Heating systems b. Default tint 0.0 fe 0.0 IF _ a. Electric Heat Pump Cap: 58.0 kBtu/hr _ c. Labeled U or SHGC 0.0 fe 0.0 ft, HSPF: 7.80 8. Floor types b. N/A a. Slab -On -Grade Edge Insulation R=0:0, 156.0(p) ft _ b. Raised Wood, Adjacent f1' _ c. N/A c. N/A 9. Wall types 14. Hotwater systems a. Concrete, Int Instil, Exterior R=4.1, 932.2 ft' _ a. Electric Resistance Cap: 50.0 gallons _ b. Frame, Wood, Exterior R= 11..0,1297.0 ft' _ EF: 0.86 c. Frame, Wood, Adjacent R=11.0, 320.0 fY _ b. N/A d N/A e. N/A c. Conservation credits 10. Ceiling types HR-Heat recovery, Solar a. Under Attic R=30.0,1731.0 fY _ DHP-Dedicated heat pump) b. N/A 15. HVAC credits PT, _ c. N/A CF-Ceiling fan, CV -Cross ventilation, 11. Ducts HF-Whole house fan, a. Sup: Unc. Ret Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft _ PT -Programmable Thermostat, b. N/A MZC-Multizone cooling, MZ- H-Multizone heating) Glass/ Floor Area: 0.12 Total as -built points: 33854 PASS Totalbasepoints: 38908 I hereby certify that the plans and s if ns covered by this calculation are in with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this buil '!r e. is in compliance with the Flori OWN ERIAGEN T: DATE: EneravGauae®( Ver Review of the plans and specifications covered by this t N calculation indicates compliance ` with the Florida Energy Code Before construction is completed this building will be inspected for compliance with Sect' S 3 Florida Statutes. BUILDING OFFI .1> DATE: u. 0 SW •-_- don: FLRCSB v3.30) It A RIGHT'J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CUMBERLAND 10-22-02 109 COMMERCE STREET. LAKE MARY, FL 3274662M Ph- (407) 831-2665 MAN:YIL 3 7h Ed i Name doors Entire House FOY/LIV/DIN PANtAUNPCR KIT 2 Length of exposed wall 318.0 It 65.0 t 8.0 It 25.0 it - 3 Room dmesms 1 20.0 x 22.0 It 12.0 x 8.0 It 12.0 x 13.0 t 4 Ceiings Condit. Option 9.1 It i heat/000l d 9.4 t heaUmol 9.4 11 head000l 9.4 It heat/000l TYPE CF CST HIM Asa Load (Btuh) Asa - Load (Btuh) Ale Load (Btuh) Aie Load (Btuh) D(PCSURE NO Htg I clg fl') Htg Clg T) Htg I Clg n Htg I Clg ft°) Htg CIg 5 Gross a 14B 4. 2.1 1128 423 75 23.5 Exposed b 12C 2. 1.9 1458 0 0 0 walls and c 13C 3. 1.2 33B 188 0 0 partitions d 0. 0.0 0 0 1) 0 e 0. 0.0 0 0 0 1 0. 0.0 0 0 0 6 Wndx end a 1C 37. 289 10681 W 2513 0 0 c 0 glass doors b 8C 371 48 1774 0 0 0 0 0 Heating c 9C 38. 0 0 0 0 0 0 0 e 7L 20. 0 0 0 0 0 0 o fa. 0 0 0 0 0 0 0 7 Wxbns and North 20.E 6B 1397 24 490 0 0 0 0 glassdoom W-41W 0.0 0 0 0 0 0 0 0'^• 0 Cooling EAN 59. 241 14295 44 2623 0 0 0 0 SE/SW 0.0 0 0 0 0 0 0 0 0 South 30. 28 8.51 0 0 0 0 0 Hxt 0.0 0 0 0 0 0 0. 0 8 Ctiad= - a tOD 14.7 9.9 20 294 199 20 294 199 0 0 0 0 0 b /tA 18.9 12.7 18 340 1 229 0 0 0 0 0 0 1 0 0 c 0.0 0.0 0- 0 0 0 0 0 0 0 0 0 0 9 Not a 14B 4.6 2.1 932 4295 1920 335 1544 690 75 341 155 235 1083 484 exposed b 12C 2. 1.9 1297 3735 2521 0 0 0 0 0 0 0 0 wallsand c 13C 3. 1.2 32T 11008 374 188 522 220 0 0 0 c 0 0 partitions d 0. 0.0 0 0 0 0 0 0 0 0 0 c 0 0 e 0. 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f 0, 0.0 0 0 0 0 0 0 0 0 0 c 0 0 10 Ceilings a 163 1.1 1.4 1731 1828 2399 ED 63 83 0 0 0 c 0 o b 0A 0.0 0 0 0 0 0 0 0 0 0 c 0 0 c 0A 0.0 0 0 0 0 0 0 0 0 0 c 0 0 d 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 a 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 11 Floors a 22A 25.i 0.0 156 4044 0 65 1685 0 8 207 0 648 0 Note: mom b 190 1., 0.0 480 523 0 0 0 0 0 0 0 c 0 0 perimeter c 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 isdi spl. d 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) 1 0. o.0 0 0 0 0 0 0 o a o c 0 D 12 Infiltration a 29.1 9.3 375 10509 3503 88 255g 822 0 0 0 C 0 0 13 Subtotal Io55=6+8. c11+12. 39122 1249 554 1731 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 14 Dud loss 10 3942 10° 925 to 55 10° 173 15 Total loss= 13+14 43364 10174 609 1904 16 Int. gains: People 300 8 2400 1 300 0 0 c 0 Appl. Q 12M 2 1000 0 0 1 600 1 1200 17 Sublot RSH gain=7+8.+12+16 31890 5421 755 1684 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 10% 3189 10° 543 10% 75 to- 16B 19 Total RSH gain=(17+18)•PLF 1.00 35M 1.00 5sm 1.00 830 1.00 1852 20 Air required (dm) 2000 200D 4E9 390 28 47 88 106 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. RigtdSuie Rmklerxial 5.5.17 RSR25014 20D4-Feb09 15.W27 E:%Fias\MORRISON 2002CUMBERLANDdenpeACL1MBERlANDdarnpx.rar Page 1 4 : RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DELAIR HEATING,AIR CONDITIONING,R Job:CUMBERLMID 10-22-02 109 COMMERCE STREET,. LAKE MARY.. FL 327484208 Phane: (497) 831-2M Procedure A - Winter Infiltration HTM Calculation" 1. Winter infiltration AVF 0.70 ach x 26540 ft' x 0.0167 - 310 cfm 2. Winter infiltration load 1.1 x310 cfm x 32 eF Writer TD = 10899 Btuh 3. Winter infiltration HTM 10899 Btuh / 375 ftz Total window = 29.1 Btuh/ft2 and door area rroceaure is - ,summer mnitrauon rs i m t.aicuiation 1. Summer infiltration AVF 0.40 ach x 26540 ft' x 0.0167 = 177 cfm 2. Summer infiltration load 1.1 x 177 cfm x 18 'F Summer TD = 3503 Btuh 3. Summer infiltration HTM 3503 Btuh / 375 ft' Total window = 9.3 Btuhlft' and door area Procedure C - Latent Infiltration Gain 77i77x43 gr/lb moist.diff. x 177 cfm = 5218 Btuh roceoure u - taumment biz= Loads 1. Sensible sizing load Sensible ventilation load F1.1 x 100 cfm vent. x 18 Sensible load for structure (Line 19) Summer TD = 1980 35079 Btuh Btuh Sum of ventilation and structure loads 37059 Btuh Rating and temperature swing multiplier load- x 0.98 Equipment sizing sensible 36318 Btuh 2. Latent -sizing load Latent ventilation load 0.68 x 100 cfm vent. x 43 gr/lb moist.diff. = 2949 Btuh Internal loads = 230 Btuh x 8 people + 1840 Btuh Infiltration load from Procedure C 5218 Btuh Equipment sizing load - latent 10007 Btuh Construction Quality is: a No. of Fireplaces is: 0 Soldfit lk whir haw bean manually owlldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. RIpM-Sute Rnidentbl 5.5.17 RSR25014 2004-Fab-09155Q20 E\FOWMORRISON 200ZCUMBERLANDdampeACUMBERLANOd=w.mr Pagel For. MORRISON HOMES Notes: W/DAMPER Desigri`Info. ..` Weather. Winter Design Conditions Outside db 38 °F Inside db 70 eF Design TD 32 eF Heating Summary Building heat loss 43364 Btu Ventilation. air 0 cfm Ventilation air loss 0 Btu Design heat load 43WA Btu Infiltration Orlando AP, FL, US Summer Design Conditions h h h' Outside db 93 °F Inside db DalrangeTD Y 75 nF 18 'F Relative humidity Moisture difference 50 % 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 35079 Btuh Ventilation Desi tem rature swing 1980 Btuh 3.0 °FUse }gnfg. data Rate/swing multiplier Total Sens. equip. load n 0.98 36318 Btuh Method Simplified Latent Cooling Equipment Load SizingonstructionqualityAverag fireplaces Internal gains 1840 Btuh Ventilation 2949 Btuh Heating 2823 Collingnfiltration 2823 5218 Btuh Area (ft Total latent equip. load 10007 Btuh Volume (ft 26540 26540 Air changes/hour Equiv. 0.70 310 0.40 Total eeqquipment load 46324 Btuh AVF (cfm) 177 Req. tofal capacity at 0.80 SHR 3.8 ton Heating Equipment Summary Cooling Equipment Summary Mdce CARRIER Make CARRIER oodel Cond Coil Efficiency 7.8 HSPF Efficiency Heating input Sensible cooling Heating output 0 Btuh @ 47eF Latent cooling Temperature rise 0 eF Total cooliL qq Actual air flow 2000 cfm Actual air tlbw Air flow factor 0.046 cfm/Btuh Air flow factor Static pressure 0.40 in H2O Static pressure Space thermostat Load sensible heat ratio Sold/Italic values haw been manually ovorrldden. Printout certified by ACCA to meet all requirements of Manual J 7th Ed. G=- .•Y. RgMSute Residerdal5.5.17ReR25014 En des MORRr BERLANDdampeACUMBERLANDd mper.rsr e 12 EER 46400 Btuh 11600 Btuh 58000 B uh 2000 c m 0.057 cfm/Btuh 0.40 in H2O 79 % 2004-Feb-0015'.50.20 Page 1 Ir I RIGHT-J WINDOW DATA DELAIR HEATING,AIR CONDITIONING,R Job:CUMBERLAND 10-22-02 109 COMMERCE STREET, LAKE MARY,. FL 32746-6206 Phone:. (407) 831-2865 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R. R FOY/LIV/DIN a n w a c n 0 d 1 1 90 1.0 1.4 1.0 6.0 54.4 38.0 1.0 a n n a c n 0 d 1 1 90 1.0 1.4 11.0 5.0 20.4 23.0. 0.0 a n w a c n 0 n 1 1 90 1.0 4.0 4.5 7.0 87.4 7.0 0.0 PAN /LAU N/PD R KIT i NOOK/FAM a n e a c n 0 d 1 1 90 1.0 1.4 11.0 5.0 54.4 32.0 0.0 a n s a c n 0 d 1 1 90 1.0 1.4 11.0 5.0 30.4 28.0 0.0 b n e a c n 0 d 1 1 90 1.0 1.4 11.0 8.0 54.4 48.0 0.0 BR3 a n w b c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 30.0 1.0 BTH3 i a n n b c n 0 d 1 1 90 1.0 1.4 1.0 3.0 20.4 9.0 0.0 BR4 a n n b c n 0 d 1 1 90 1.0 1.4 1.0 5.0 20.4 15.0 0.0 METH a n n b c n 0 d 1 1 90 1.0 1.4. 1.0 4.0 20.4 16.0 0.0 a n e b' c n 0 d 1 1 90 1.0 1.4 1.0 4.0 54.4 16.0 0.6 WIC MBR a n e b c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 30.0 1.0 GAME RM a n lw b c n 0 n 1 1 90 1.0 1.4 1.0 5.0 87.4 30.0 1.0 x• '. Ri -Sute ResLWftai 5.5. 17 RSR26014 ` 9M 2006-Feb-09 15:5020 E:\Files\MORRISON200ZCUMSERLANDdampeACUMBERLANDdamper.rsr - Page 1 BR2 a n w b c n 0 d 1 1 90 110 1.4 1.0 5.0 54.4 15.0 0.5 BTH2 N i Ri9MSute Residarda15. 617 RSR25014 2004-Feb-0915:5P.20 E \FAes\MORRISON 200ZC1R-ABERL4NDdampeACUMBERLANDd—per.rsr Pap RIGHT•J WORKS HEET Entire HouseFNIIDELAIRHEATING,AIR CONDITIONING,R Job: CUMBERLAND 10-22-02 109 COMMERCE STREET, LAKE MARY. FL 32746-62M Ph- (407) a31-2%5 MAhAL1L.1.7h.C-d 1 Nerre of corn NCO(FAM BP3 BTFG BR4 2 Length of exposed wall 58.0 t 27.0 It 6.0 t. 12.0 t 3 Room dnuwr. 27.0 x 20.0 It 15.0 x 13.0 It 15.0 x 6.0 t 15.0 x 12.0 t 4 Ceiings Condit. Option 9.4 It i heat/cool 9.0 t heat/cool 9.0 t heat/mot 9.0 t heat/mol TYPE CF CST HIM Aea Load (Btuh) Ace. Load (Bluh) Asa Load (Btuh) Asa Load (Bluh) IXPCSLFE NO Htg Ctg ft2) Htg Clg fly Htg I Clg 112) Htg I Clg III Htg -I Clg 5. Gross a 14B 4. 2.1 395 0 0 0•••: Exposed b 12C 2. 1.9 0 243 54 108 walls and c 13C. 3. 1.2. 150 0 0 0 partitions d 0. 0.0 0 0 0 C e 0. 0.0 0 0 0 f 0. 0.0 0 0 0 6 Wdowad a 1C 37. 60 2218 30 1109••« 9 333 1 554 glass doors b 8C 37. 48 1774 0. 0 0 0 0 Heating c 9C 38. 0 0 0 0 0 0 0 d 1C 37. 0 0 0 0 0 0 0 e 7L 20. 0 0 0 0 0 0 0 f 0. 0 0 0 0•:'• o 0 0 7 WdNa ad North 20. 0 0 1 20 9 184 1 3W glass doors W.41W 0.0 0 0 0 0 0•"' 0 0 Cooling E/W 59.2 80 4352 29 1579 0 0 0 SE/SW 0.0 0 0 0 0 0 0 0 South 30. 28 851 0 0 0 0 0 Fblz 0.0 0 0 0 0 0 0 0 8 Clhrd= a 10D 14. 9.9 0 0 0 0 0 0 0 0 0 0 0 b 11A 18. 12. 18 340 229 0 0 0 0 0- 0 C 0 0 c O.0 0.0 0 0 0 0 0 0 0 01 0 C 0 0 9 I'm a 14B 4. 2.1 297 112 591 0 0 0 0 0 0 0 0 exposed b 12C 2. 1.9 0 0 0 213 613 414 45 130 97 a 268 181 walls and c 13C 3. 1.2 132 416 154 0 0 0 0 0 0 0 0 partitions d 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 f 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 0 0 0 195 206 270 90 95 125 180 190 249 b 0. 0.0 0 0 0 0 0 0 0 0 0 1 0 0 c 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0. 0.0 0 0 0 0- 0 0 0 0 0 0 0 e 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 11 Floors a 22A 25.1 0.0 58 1503 0 0 0 0 0 0 0 0 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0. 0.0 0 0 0 0 0 0 0 0 0 1. 0 0 isdispl. d 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 forslab a 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.'I 9.3 126 35V 1177 30 872 290 9 282 84 1 140 13 Subtotal loss=6+8.+11+12 11235 2600 919 1448 Less edemal heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 14 Dud loss 10° 1124 10° 290 t0% 82 101 145 15 Total loss=13+14 12359 3090 901 1590 16 Int. gains: . People @ 300 4 1200 0 0 0 0 C.... 0 Appl. @ 1200 0 0 0 0 0 0 0 17 Sublot RSH gain-7+8..+12+16 8555 2564 410 876 Less edemal rooting 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 1B Dud gain 10 % 856 to./••.. 256 t0 % 48 10° 89 19 Total RSH gain=(17+18)'PLF 1.00 9411 1.00 2820 1.00 S28 1.00 954 20 Air required (rim) I SM 537 142 161 421 30 73 55 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. RightSuie Residential 5.5.17 RSR20014 .2004.Feb6W 15:5020 E \Files\MORRISON 2002\CLIMBERLANDdemper\CL1MBERLANDd=W.rsr Page 2 u RIGHT-J WORKS HEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CUMBERLAND 10-22-02 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MMAY+L U 7h Ed 1 Name doom MBIH - VVIC MBR GAAERM 2 Length of exposed wall 24.0 t 9.0 t 35.0 It 36.0 Q 3 Room dnatdvs 13.0 x 11.0 It, 9.0 x 13.0 It 18.0 x 17.0 1 12.0 x 25.0 It 4 Ceiings Condit. Option 9.0 t heat/mol 9.0 Q heat/coot 9.0 It heat/cool 9.0 t heat/cool TYPE OF - CST HTM Aiea Load (Btuh) Pea Load (Btuh) Am Load (Btuh) Ace Load (Btuh) EXPOSLRE NO Htg I Clg ft- Htg Clg ft') Htg I Clg ft Htg I Clg ft Htg I CIg 5 Gross a 14B 4. 2.1 0 0 0 Exposed b 12C 2. 1.9 216 8t 315 324 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0. 0.0 0 0 0 f 0. 0.0 0 0 0 6 VVldme and a 1C 37. 32 1183 0 0. 30 1169 1%q glass doors b 8C 37. 0 o 0 0 0 0 0 Heating c 9C 38. 0 0 0 0 0 0 0 a 7L 20. 0 0 0 0 0 0 0 f 0. 0 0 0 0 o 0 0 7 V1FdNs and North 20.5 17 3A0 0 0 1 20 1 29 glass doors NEM 0.0 0 0 0 0 0 p p Cooling EAN 59. 15 835 0 0 2g 1579 253 SE/SW 0.0 0 0 0 0 0 0 0South30.4. 0 0 0 0 0 0 0 8 Ctlerdlos a 10D 1 4.7 9.9 0 0 0 0 0 0 0 0 1 0 0 0 b 11A 18.9 12. 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 9 Nat a 148 4. 2.1 0 0 0 0 0 0 0 0 0 0 0 exposed b 12C 2. 7:9 184 530 358 81 233 157 285 821 554 294 847 572 walls and c 13C 3. 1.2 0 0 0 0 0 0 0 0 0 0 0 partitions d 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 e A. 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 C 0 0 10 Ceilings a 163 1.1 1.4 IQ151 198 117 124 162 305 323 424 300 317 416 b 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 d 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 f 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25. 0.0 0 0 0 0 0 0 0 0 0 0 0 Note: room b 193 1.1 0.0 0 0 0 0 0 0 0 0 0 370 341 0 perimeter c 0. 0.0 0 0 0' 0 0 0 0 0 0 0 0 is displ, d 0. 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.( 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f o: 0.0 01 0 01 0 0 0 01 0 0 1 0- 0 12 Infiltration a 29.1 9.3 32 930 299 0 0 0 30 872 280 31 87L 290 13 Subtotal loss=6+8. +11+12 2191 317 3125 3485 Less external healing 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Dud loss 10° 279 10° 36 10% 312 10° 349 15 Total loss=13+14 - 3073 393 311 3834 16 Int. gains I People @ 300 0 0 0 0 1 30D 600 APPI. @ 1200 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8.+12+16 2030 320 3157 4433 Less external cooling 0 0 0 p Less transfer 0 0 0 0 Cooling redistribution 0 0 0 18 Dud gain 10% 213 10° 32 10° 6310 10° 443 19 Total RSH gain=(17+18)'PLF 1.00 2233 1.00 352 1.00 3473 1.00 4877 20 Airrequired (dm) - 142 127 18 20 159 198 177 278 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. RWSuke Residential 5.5.17 RSR26014 2004-Feb-0915: E lFiles\MORRISON 2002CUMBERLANDdamp.ACUMBERLANDdamper.mr Page 3 RIGHT4 WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CUMBERLAND 10-22.02 109 COMMERCE STREET, LAKE MARY. FL 32746-M Phone: (407) 831-2565 MAPA.IAL.t 7h Ed 1 Niredcom BR2 BfH2 2 Length of exposed wall 13.0 t 0.0 t 3 Poorn 4rTla9vB 13.0 x 20.0 It 8.0 x- 10.0 It 4 Ceiings Condit. Option 9.0 t heallcool 8.0 t heaUcool TYPE CF CST HIM Asa Load (Btuh) Apse Load (Btuh) Amy Aea E7(POSUFE NO Htg Clg ft Htg Clg ft Htg I Clg Htg I Clg Htg Clg 5 Gross a 14B 4. 2.1 0 0 Exposed b 12C 2. 1.9 117 0 walls and c 13C 3. 1.2 0 0 partitions d 0. 0.0 0 0 e 0. 0.0 0 0 f0. 0.0 0 0 6 Wd.1.leald- a 1C. 37. 15 554 0 0 glass doors b 8C 37.( 0 0 0 0 Heating C 9C 38. 0 0 0 0 d1C 37. 0 0 0 0. e 7L 20. 0 0 0 0 r0. 0 0 0 0 7 VJxbm and North 20. 0 10 0 0 glass doors P814W 0.0 0 0 0 0 Cooling EAN 593 15 79D 0 0 SE/SW 0.0 0 0 0 0 South 30. 0 0 0 0 8 Chadoos a 10D 14. 9.9 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 9 Net a 148 4. 2.1 0 0 0 0 0 0 exposed b 12C 2. 1.9 1U2 294 198 0 0 0 walls and c 13C 3. 1.2 0 0 0 0 0 0 partitions d 0. 0.0 0 0 0 0 0 0 e 0. 0.0 0 0 0 0 0 0 I' 0. 0:0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 250 775 350 80 84 111 b 0. 0.0 0 0 0 0 0- 0 C 0. 0.0 0 0 0 0 0 0 d 0. 0.0 0 0 0 0 0 0 e 0. 0.0 0 0 0 0 0 0 f 0. 0.0 0 0- 0 0 0 0 11 Floors a 22A 25.1 0.0 0 0 0 0 0 0 Note: room b 19G 1.' 0.0 16D 182 0 0 0 0 perimeter c 0. 0.0 0 0 0 0 0 0 is displ. d 0. 0.0 0 0 0 0 0 0 forslab a 0. 0.0 0 0 0 0 0 0 floors) f 0. 0.0 0 0 0 0- 0 0 12 Infiltration a 29.1 9.3 15 435 140 0 0 0 13 Subtotal loss=6+8..+11+12 1741) 84 Less exlemal healing 0 0 Less transfer 0 0 Heating redistrbution 0 0 14 Dud loss 10% 174 10 ° 8 a 15 Total loss=13+14 1914 93 16 Int. gains: People @ 30D 0 0 0 0 Appl. @ 1210 0 0 0 0 17 Subtol RSH gain=7+8. +12+16 1418 111 Less external cooling 0 0 Less transfer 0 0 Cooling redistribution 0 0 18 Duct gain 10% 150 10. 11 a 19 Total RSH gain=(17+18)•PLF 1.00 1648 1.00 122 20 Air required (dm) 88 94 4 7 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. RigMSude Residential 5.5.17 RSR28014 - 2004-Fea0915:50:20 E \Fibs\MORRISON 2002CUMBERLANDdampeACUMBERLANOdamper.rsr Pap 4 r- I FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #. BASE AS -BUILT GLASS TYPES 18 X. Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X. SPM X SOF Points 18 2823.0 25.78 13099.8 Single, Clear E 1.4 7.0 38.0 63.97 0.95 2310.3 Single, Clear S 1.4 16.0 23.0 48.22 0.99 1099.3 Single, Clear E 4.0 11.5 7.0 63.97 0.84 377.1 Single, Clear W 1.4 16.0 32.0 57.68 1.00 1836.8 Single, Clear W 1.4 19.0 48.0 57.68 1.00 2758.1 Single, Clear N 1.4 16.0 28.0 30.19 0.99 840.6 Single, Clear E 1.4 6.0 30.0 63.97 0.93 1784.8 Single, Clear S 1.4 4.0 9.0 48.22 0.78 340.4 Single, Clear S 1.4 6.0 15.0 48.22 0.89 6410 Single, Clear . S 1.4 5.0 16.0 48.22 0.84 649.1 Single, Clear W 1.4 5.0 16.0 57.68 0.89 825.0 Single, Clear W 1.4 6.0 30.0 57.68 0.93 1607.7 Single, Clear E 1.4 6.0 30.0 63.97 0.93 1784.8 Single, Clear E 1.4 6.0 15.0 63.97 Q93 892.4 As -Built Total: 337.0 17748.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM. Points Adjacent 320.0 0.70 224.0 Concrete, Int Insul, Exterior 4.1 932.2 1.18 1100.0 Exterior 2229.2 1.90 4235.5 Frame, Wood, Exterior 11.0 1297.0 1.90 2464.3 Frame, Wood, Adjacent 11.0 320.0 0.70 224.0 Base Total: 2649.2 4459.5 As -Built Total: 2549.2 3788.3 DOOR TYPES Area X BSPM = Points Type Area.. X SPM Points Adjacent 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 124.8 As -Built Total: 38.0 172.8 CEILING TYPES Area X BSPM = Points Type R-Value. Area. X SPM X SCM = Points Under Attic 1731.0 2.13 3687.0 Under Attic 30.0 1731.0 2.13 X 1.00 3687.0 Base Total: 1731.0 3687.0 As -Built Total: 1731.0 3687.0 FLOOR TYPES Area X BSPM = Points Type R-Value... Area. X SPM Pants Slab 156.0(p) 31.8-4960.8 Slab -On -Grade Edge Insulation 0.0 156.0(p 31.90 4976.4 Raised 460.0 -3.43-1577.8 Raised Wood , Adjacent 11.0 460.0 1.80 828.0 Base Total: 6538.E I As -Built Total: 616.0 4148.4 EnergyGaugeV DCA Form 600A-2001 EnergyGaugeg)/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #. BASE AS -BUILT INFILTRATION Area X BSPM =. Points Area. X SPM Points 2823.0 14.31 40397.1 2823.0 14.31 40397.1 Summer Base Points: 56229.7 Summer As -Built Points: 61645.6 Total Summer . Points X System = Multiplier Cooling Points Total Component X Cap Ratio X Duct X System . X Credit Multiplier Multiplier . Multiplier. DMx DSMx AHU) Cooling Points 55229.7 0.4266 23561.0 161645.5 61645.5 1.000 1.00 1.087 x 1.150 x 0.85) 0.284 1.069 0.284 0.950 0.950 17786.6 17786.6 EnergyGaugeTM DCA Form 600A-2001 EnergyGauge&RaRES2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building. Performance Method A - Details ADDRESS: , , , PERMIT #. BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points 18 2823.0 5.86 2977.7 Single, Clear E 1A 7.0 38.0 12.37 1.01 475.8 Single, Clear S 1.4 16.0 23.0 9.90 1.00 226.7 Single; Clear E 4.0 11.5 7.0 1237 1.03 89.4 Single, Clear W 1A 16.0 32.0 13.25 1.00 423.7 Single, Clear W 1.4 19.0 48.0 13.25 1.00 635.6 Single, Clear N 1.4 16.0 28.0 15.07 1.00 421.4 Single, Clear E 1.4 6.0 30.0 1237 1.02 377.0 Single, Clear S 1.4. 4.0 9.0 9.90 1.13 100.8 Single, Clear S 1.4 6.0 15.0 9.90 1.04 154.3 Single, Clear S 1.4 5.0 16.0 9.90 1.07 169.5 Single; Clear W 1.4 5.0 16.0 13.25 1.01 215.0 Single, Clear W 1.4 6.0 30.0 13.25 1.01 400.9 Single, Clear E 1.4 6.0 30.0 1237 1.02 377.0 Single, Clear E 1.4 6.0 15.0 1237 1.02 188.5 As -Built Total: 337.0 4256.4 WALL TYPES Area X BWPM = Points Type R-Value Area X. WPM Points Adjacent 320.0 1.80 576.0 Concrete, Int Insul, Exterior 4.1 932.2 3.31 3080.9 Exterior 2229.2 2.00 4458.4 Frame, Wood, Exterior 11.0 1297.0 2.00 2594.0 Frame, Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 2549.2 50344 As -Built Total: 2549.2 6250.9 DOOR TYPES Area. X BWPM = Points Type Area X VVPM Points Adjacent 18.0 4.00 72.0 Exterior Wood. 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 38.0 174.0 As -Built Total: 38.0 224.0 CEILING TYPES Area.X BWPM = Points Type R-Value Area X. WPM XWCM = Points Under Attic 1731.0 0.64 1107.8 Under Attic 30.0 1731.0 0.64 X 1.00 1107.8 Base Total: 1731.0 1107.8 As -Built Total: 1731.0 1107.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM Points Slab 156.0(p) -1.9 -296.4 Slab -On -Grade Edge Insulation 0.0 156.0(p 2.50 390.0 Raised 460.0 -0.20 -92.0 Raised Wood , Adjacent 11.0 460.0 1,80 826.0 Base Total: 388.4 1 As -Built Total: 616.0 1218.0 EnergyGaugeV DCA Form 60GA-2001 EnargyGauge0/FIeRES'2001FLRCS8v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS. , , , PERMIT A. BASE AS -BUILT INFILTRATION Area X BWPM = Pants Area X WPM. Points 2823.0 0.28 -790.4 2823.0 028 790.4 Winter Base Points: 8116.1 Winter As -Built Points: 12266.8 Total Winter X Points System Multiplier Heating Points Total Component X Cap Ratio X. Duet X. System X Credit Multiplier Multiplier Multiplier DMxDSMx AHU) Heating Pants 8115.1 0.6274 5091.4 12265.8 12265.8 1.000 1.00 1.078 x 1.160 x 0.87) 0.438 1.093 0.438 0.950 0.950 5572.5 5572.5 EnergyGalgel DCA Form 600A-2001 EnergyGaug&/FIaRES2001 FLRCSB v3.30 FOR M.600A-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 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points Cooling + Heating + Hof Water = Total Points Points Points . Points 23661 5091 10256 38908 17787 5572 10496 33854 I PASS EnergyGaugeTM DCA Form 60OA-2001 ErergyGaugeV/FlaRE&2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: r , , PERMIT It. 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTSC C CHECK Exterior Wriclows 8 Doors 306,1,ABC,1.1 Maxi3 cftWsa.ft. wi are 5 cfiTVsci.ft. door area Exterior & Adacerd Walls 606, 1.ABC. 1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrourding 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"sealedunless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that. is sealed to the cerimeter.etrat' and seams, Ceilings 606. 1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of lop 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 nark rated, installed inside a sealed box with 1/2' clearance & 3' from insulation; or Type IC rated with < 20 cfm from conditioned space, tested. Multi -story Houses 606.11ABC.1,25 Air barrier on perimeter of floor cavity between floors, Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, v an on ' 6A-22 OTHER PRESCRIPTIVE MEASURES Imust he mat nr exreridrid by all rasidonros 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 6121 Comply with efficiency requirements inTable 6-12. Switch or clearly marked circuit breaker (electric) or cutoff as mustbeprovided_ External or built-in ea reouired Swimming Pods & Spas 6121 Spas & heated pools must have covers ( except solar heated). Non-commercial pods must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 8%. Shower heads 6121 Water Flaw must be restricted to no more than 2.5_gallons Par minute at 80 P I . 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 Separatereadily accessible manualautomatic thermostat Insulation 604. 1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge- DCA Form 600A-2001 EnergyGauge9)/FIaRES2W1 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE*=85.9 The higher the.score, the more efficient the home. 1. New constriction 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 (fi°) 2823 fe c. N/A 7. Glass area & type Single Pane Double Pane a. Clear - single pane 337.0 f 2 0.0 fl = 13. Heating system s b. Clear - double pane 0.0 ft, 0.0 f12 _ a. Electric Heat Pump c. Tintlother SHGC - single pane 0.0 ft, 0.0 fi' _ d. Tint/other SHGC - double pane b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 156.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 460.0fi' _ c. N/A 14. Hot water systems. 9. Wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R=1.1, 932.2 fi' _ b. Frame, Wood, Exterior R= 11.0, 1297.0 W _ b. N/A c. Frame, Wood, Adjacent R=11.0, 320.0 ft' _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DIP -Dedicated heat pump) a. Under Attic R=30.0,1731.0 ftT _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Crass ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft _ W-C-Multizone cooling, b. N/A M-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, anew EPL Display Card wil I be completed based on installed Code compliant features. Builder Signature: Date: Address ofNew Home: City/FL Zip: Cap:58.0kBtuft _ SEER:12.00 _ Cap,. 58.O kBW r _ HSPF: 7.80 Cap: 50.0 gallons _ EF: 0.86 PT, _ NOTE:. The home's estimated energyperformance score is onlyavailable through the FLARES computer program. This is= a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE EnergyStar designation), your home may gualifyfor energy efficiency mortgage (EEO incentives iifyvu obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or seethe Energy Gauge web site at.www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffairs at 8501487-1824. EnergyGauge®(Version: FLRCSBv3.30) 3' bath duct 3' bath duct to roof cap 3' bath duct to roof cap w/fan to roof capw/fan NUTONE 696RNB w/fan NUTONE 696RNB NUTONE 696RNB ISpMPER SYSTCN ! iFJM-aUIOvvtron[ l6 dieseamnea 9X 1 a 17w 9nTf L77S9 iGm j j5. eMs 6' T air CJ se TQl V/sm emv r"A. 12d6 plan e ws ann 10 I sRmeDea.ca mrorn ay. a laefa rapV -1 42X42 A/C SLAB aw BY BLDR MIN 2' FROM WALL 55 3' bath duct - to roof cap I1oa10 rNUIDNE 696RNB14xe t-,*-1 — Iw I I have a nl irun cleorance of 4 Indies arc nd the air hardier per the State Enerov code. All duct has m r=6 Insulatlm volue. TT N w C3 Q Z Za C3 J a o W l1 of U = oQxU ating O T 4 CD a J m- Dc O G _Iv l'1''wrv`v-rcwrvw a=r w•n '.vr rv-r vrN-r-11Y&=V1& r%.r.vuv yr 'rNL-v v ... r-ayC'""1-;U1 G TERMITIODES REGISTERED IN.FLORIDA FOR PREVENTIVE TREATMENT OF NEW CONSTRUCTION Products are included on this list if they meet the requirements for registration as a pesticide product as required by Chapter 487, F.S., and the registered label contains directions for use on new construction. I Inclusion of a product on this list of registered termiticides does not constitute endorsement or approval, either direct or implied, of the product by the Department of Agriculture and Consumer Services. EPA Product Brand Name CompanyrName Active Ingredient Registration# ARMOR -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE TETRAHYDRATE 59905-9 BIFLEX SFR TERMITICIDE IINSECTICIDE FMC CORP. BIFENTHRIN 279-3177 BIFLEX TC TERMITICIDE / INSECTICIDE FMC CORP: BIFENTHRIN 279-3112 DISODIUM OCTABORATE BOARD DEFENSE IN-CIDE TECHNOLOGIES, INC. TETRAHYQRATE 44757-20 BOR/-CARE NISUS CORP. DISOOIUM_OCTABORATE TETRAHYDRATE 64405-1 CHLORPYRIPHOS PRO TERMITICIDE CONCENTRATE MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-.122 CYREN TC SPECIALITY TERMITICIDE I INSECTICIDE CONCENTRATE CHEMINOVA CHLOROPYRIFOS 67760-10 DEMON TC SYNGENTA CROP PROTECTION, CYPERMETHRIN, 10182-107 INC DRAGNET SFR FMC CORP. PERMETHRIN 279-3062 TERMITICIDE/INSECTICIDE DREXEL CHLORPYRIFOS TERMITIpoE DREXEL CHEMICAL COMPANY CHLORPYRIFOS 70907-7-19713 DURSBANTC DOWAGROSCIENCES, CHLORPYRIFOS 62719-47 FIRSTLINE GT PLUS TERMITE BAIT FMC CORP.. SULFLURAMID 279-3196 STATION, ' LABYRINTH TERMITE BAIT ENSYSTEX, INC: DIFLU13ENZURON 68850-2 MARTIN'S PERMETHRIN SFR CONTROL SOLUTIONS, INC PERMETHRIN 70506-6-SW83 TERMITICIDE / INSECTICIDE NAVIGATOR 4 TC GHARDA USA, INC CHLORPYRIFOS 70907-7 PERMASTER 380 PERMETHRIN LG CHEMICAL AMERICA, INC PERMETHRIN 71532-2-73006 TERMITICIDE/INSECTICIDE PERMETHRIN PRO TERMITICIDE TURF- MICRO FLO COMPANY LLC PERMETI IRIN 51036-287 ORNAMENTAL PRELUDE TERMITICIDE/INSECTICIDE SYNGENTA CROP PROTECTION, PERMETHRIN 10182-95 INC. PREMISE 75 INSECTICIDE IN WATER GAYER CORP IMIDACLOPRID 3125-455 SOLUBLE PACKETS file:llC:\WINDOWS\Temporary%201nternet%2OFiles\OLK70F3\TERMITICIDES%20REGISTE... 7/23/02 b APPROVALS NES REPORT MIXING DIRECTIO^'S APPLICATION DIRECTIONS y PRESCRIPTION TREATMENT BRAND TC WHITMIRE MICRO-GEN DIFLUBENZURON 499-488223 PREVAIL FrTERMITICIDE FMC CORP. CYPERMETHRIN 279-3082 PREVAIL PRE -TREAT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3209 PREVAIL TC TERMITICIDEANSECTICIDE FMC CORP. CYPERMETHRIN 279-3131 RECRUIT 11 DOWAGROSCIENCES, LLC HExAFLUMURON 62719-272 SHELL -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE 59905-6 TETRAHYDRATE SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRIN 51036-287-72113 TALSTAR TERMITICIDEIINSECTICIDE FMC CORP. BIFENTHRIN 279-3208: TALSTAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3206 TENGARD SFR ONE-SHOT TERMITICIDE UNITED PHOSPHORUS, INC PERMETHRIN 70506-6INSECTICIDE TERMIDOR 60 VYG AVENTIS ENVIRONMENTAL FIPRONIL 432-900TERMITICiDEIINSECTICIDEtSCIENCESUSALP TIM-BOR PROFESSIONAL UNITED STATES BORAX & DISODIUM OCTABORATE 1624-39CHEMICALCOMPANYTETRAHYDRATE TERMITICIDE TIC ARIZONA CHEMICAL GROUP, INC CHLORPYRIFOS 55431-1 TRIBUTE TERMITICIDEIINS ECTICIDE AVENTIS ENVIRONMENTAL cyAN6 432-767CONCENTRATESCIENCESUSALP VIR &R MASTERLINE TERMITICIDE TIC VOPAK COMPANY CHLORPYRIFOS 55431-1-73748 Note: This product is no longer shipped and distributed in the State; however, material In trade channels may be purchased and used accordin0o label directions. Pesticide Product Brands: 34 Companies: 22 Ust tipdated: April 1, 2002 If you have a question regarding a pesticide (termiticide) that is not listed please complete the product information form and submit. inquiry to Department of Agriculture & Consumer Services. Termiticide for New Construction Registration Inquiry Form This page has been accessed III= times since March 4th, 2002 file://C:\WIN DOWS\Temporary%201nternet%2OFiles\OLK7OF3\TE RMITICI DES%20REG I STE... 7123/0,09 Ilk A PRODUCT OF NISUS CORPORATION 6/03 For the Prevention and Control of: TERMITES, CARPENTER ANTS, WOOD DESTROYING BEETLES, and DECAY FUNGI FOR BOTH INTERIOR AND EXTERIOR USE For use in and around Homes, Apartments, Garages, Museums, Public and Private Institutions, Schools, Hotels, Hospitals, Kennels, Stables, Farm Buildings, Trucks, Trailers, Warehouses, Supermarkets, Restaurants and Food Processing Plants. Authorized by the USDA for use on Non -Food Contact Surfaces in Edible Product Areas of Official Establishments Operating under the Meat, Poultry, Shell Egg Grading and Egg Products Inspection Programs. ACTIVE INGREDIENT: EPA Reg. No.64405-1 DisodiumOctaborateTetrahydrate(Na2B30t3.4H2O):........ 40.0% EPA Est.64405-TN-1 INERT INGREDIENTS: ........................................................ 60.0% U.S. Patent Nos.5,104,664 5,460,816 Denslty: 11.51 pounds per gallon 5,645,828 6,426,095 KEEP OUT OF REACH OF CHILDREN CAUTION PRECAUTIONARY STATEMENTS Hazards To Humans & Domestic Animals CAUTION: Harmful if absorbed through skin. Avoid contact with skin, eyes or clothing. Wash thoroughly with soap and water after handling. Statement of Practical Treatment If Inhaled: Remove victim to fresh air. Apply artificial respiration if indicated. Contact a physician if warranted. If In Eyes: Flush with plenty of water. Get medical attention if irritation persists. If On Skin: Wash with plenty of soap and water. Get medical attention. IN CASE OF A MEDICAL EMERGENCY involving this product call (800) 424-9300 or your local Poison Control Center. Environmental Hazards BORA-CARE® solutions carelessly spilled or applied to cropland or growing plants including trees and shrubs may kill or seriously retard plant growth. Cover plants and nearby soil with plastic to avoid contamination. Do not apply directly to water. Do not contaminate water when disposing of equipment washwaters. IDIRECTIONS FOR USE It is a violation of Federal law to use this product in a manner inconsistent with.its labeling. NOTICE Read and understand the entire label before using. Use only according to label dirgctions. Before buying or using this product, read "WARRANTY LIMITATIONS AND DISCLAIMER" statement found elsewhere on this label. If terms are unacceptable, return unopened package to seller for full refund of purchase price. Otherwise, use by the buyer or any other user constitutes acceptance of the terms under WARRANTY LIMITATIONS AND DISCLAIMER. BORA-CARE® should be applied only to bare wood, plywood, particle board and other cellulosic materials where an Intact water repellent barrier such as paint, stain, or a sealer is not present. The use of this product in food processing establishments should. be confined to time periods when the plant is not in operation. MADE IN THE U.S.A. Foods should be removed or covered during treatment. All food processing surfaces should be covered during treatment or thoroughly cleaned before using. After treatment in food processing plants, thoroughly wash all equipment, benches, shelving, etc. where exposed food will be handled, with an effective cleaning compound and rinse with potable water. When spraying overhead Interior areas of homes, apartment buildings, etc., cover or protect all surfaces below the area being sprayed with plastic sheeting or other material which can be disposed of if contamination from dripping occurs. Do not apply in food serving areas while food is exposed. BORA-CARE® is NOT a soil termiticide and should not be used directly ' to treat the soil. STORAGE AND DISPOSAL Do not contaminate water, food or feed by storage or disposal. PESTICIDE STORAGE: Store in a dry place. Do not store where children or animals may gain access. Do not freeze. PESTICIDE DISPOSAL: Do not contaminate water when disposing of equipment washwaters. Wastes resulting from the use of this product may be disposed of on site or at an approved waste disposal facility. CONTAINER DISPOSAL: Triple rinse (or equivalent). Then offer for recycling or reconditioning, or puncture and dispose of in a sanitary landfill, or incineration, or if allowed by state and local authorities, by burning. if burned, stay out of smoke. CLEANUP: Use soap and water to clean up tools. SAFE HANDLING PROCEDURES Applicators and other handlers must wear long-sleeved shirt and long pants, socks, shoes, chemical -resistant gloves, and protective eyewear. When applying BORA-CARE® in confined spaces, it is recommended that ventilation or an exhaust system be provided. If this is Impractical, the use of a NIOSH approved respirator with an organic -vapor removing '+ cartridge with a prefilter approved for pesticides (MSHA/NIOSH approval prefix TC-23C), or a canister approved for pesticides (MSHA/NIOSH approval prefix TC-14G), or a NIOSH approved respirator with an organic vapor (OV) cartridge or canister with any N, R, P or HE prefilter is recommended. Spills and over -spray may be cleaned with a damp cloth or absorbed with appropriate materials. (Refer to the BORA-CARE® Material Safety Data Sheet for additional health and safety Information.) n CH N PyO,B A i ION.. 100 Nisus Drive, Rockford, TN 37853 800) 264-0870 www. nisuscorp.com ®"M try I. MIXING INSTRUCTIONS III. GENERAL INFORMATION BORA-CARE® Is a concentrate which must be diluted with clean water before use. The use of warm or hot water, if available, and an impeller type mixer which can be used with an electric drill aids the dilution process. A. Hand Sprayers: Mix in a clean container and stir the solution until completely uniform. Always mix in a separate container then add the solution to a spray tank. Mixing BORA-CARE® directly in a spray tank can block hoses and nozzles. B.. High Volume Pumping Systems: Add all of the dilution water to tank, start recirculator, then slowly add BORA-CARE® concentrate. Allow.to mix until uniform. Use 1:1 and 2:1 BORA-CARE® solutions within 24 hours after mixing. 5:1 solutions will remain stable for up to 30 days. Do not leave unused solution under pressure or in tank overnight. Clean and/or flush equipment and lines with water after use. BORA-CARE® may be tank -mixed with an approved non -residual pesticide for quicker knock -down of carpenter ants and other Insects. II . DILUTION RATIOS by volume. TABLE A. Dilution Ratios Water to Target Pests BORA-CARE® Application Notes All Insects and Decay Fungi 1:1 Spray, Injection, Brush, Roller Subterranean and Formosan 1:1 or 2:1 2:1 dilution ratio may be Termites used for foaming Drywood Termites 1:1 or 2:1 Anobiid and Lyctid 1:1 or 2:1 Use a 2:1 dilution ratio for Powderpost Beetles treating hardwood floors. Logs require a 1:1 ratio. All other beetle species 1:1 Carpenter Ants 1:1 or 2:1 Decay Fungi 1:1 or 2:1 Use a 1:1 dilution ratio on wood members 2" thick or greater. Drywood Termites, 5:1 Two (2) applications Powderpost Beetles and required for surface spray. Decay Fungi For prevention only. TABLE B. Dilution Ratios Water to Application BORA-CARE® Application Notes Logs, Large Beams and 1:1 All Insects and Decay Fungi. Dimensional Lumber Preventative Treatment of 2:1 Use on wood members Decking, Fences and 2" in thickness or less. Plywood Prevention of Powderpost 5:1 For prevention only. Beetles and Drywood Termites Logs, Large Beams and 5:1 Dip treatment only. Dimensional Lumber Sri BORA-CARES is an innovative termiticide, insecticide and fungicide that eliminates existing infestations and provides longterm protection against: Subterranean Termites: Reticulitermes, Heterotermes Formosan Termites: Coptotermes Dampwood Termites: Zootermopsis, Neotermes Drywood Termites: Kalotermes, Incisitermes Powderpost Beetles: Lyctidae, Bostrichidae Anobiid Beetles: Anobiidae Old House Borers, Longhorn Beetles: Cerambycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scolytidae Carpenter Ants: Camponotus Brown Rot, White Rot, and Wood Decay Fungi BORA-CARE® can be used on all cellulosic materials including wood, plywood, particle board, paper, oriented strand board (OSB), cardboard and wood composite structural components. In areas where a soil treatment/barrier termiticide treatment is required by law, BORA-CARE® should be applied as a supplemental pretreatment to protect wood from subterranean termites that may penetrate chemical gaps occurring in termiticide-treated soil. As a remedial treatment, BORA-CARE® will both eliminate and prevent Infestations of Formosan, subterranean and drywood termites, wood boring beetles, carpenter ants and decay fungi. It may also be used as a supplement or alternative to fumigation in order to provide long term residual control. Since BORA-CARE® is applied directly to the wood, it can be used in areas where environmental contamination is of concern (nearby wells, cisterns, etc.). The active ingredient in BORA-CARE® Is an inorganic salt and once in place, it will not decompose or volatilize out of the wood. Treatment is long lasting as long as the treated material is not exposed to rain, continuous water or ground contact. Older wood boring beetle larvae (particularly Old House Borers) already present in the wood at the time of treatment may occasionally emerge sometime after treatment. This will not occur frequently enough to cause structural damage to any wooden member. V. REMEDIAL TREATMENT FOR THE CONTROL OF SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI A. Infested wood can be treated by spraying and/or injecting BORA-CARE® solution into beetle holes, termite and carpenter ant. galleries and decay pockets. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all infested and susceptible wood, paying particular attention to infested areas. Two (2) coats of BORA- CARE® solution need only be applied to those wood members with only one (1) or two (2) exposed sides. For quicker control, apply an additional coat onto heavily infested areas waiting at least 20 minutes between applications. In cases where the infestation is not accessible from the surface, small holes may be drilled into the wood in order to gain access to the infested area. Inject enough diluted solution to completely flood galleries or voids. Adjacent Intact wood may be treated by pressure injecting BORA-CARE® into holes drilled into the wood at eight (8) to ten (10) Inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. For treating infested wall voids, refer to Sections IV. E. and F. B. Basements and crawl spaces may be treated by applying one (1) coat of diluted BORA-CARE® solution to the point of wetness to all infested and susceptible wood surfaces including sill plates, piers, girders, subfloors, floor joists and any wood exposed to vertical access from the soil. On wood where access is limited to one (1) or two (2) sides of wood members, such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution. Wait at least 20 minutes between applications. Apply at a rate of approximately one (1) gallon of BORA-CARE® solution per 200 square feet of floor area (400 square feet of wood surface area). C. Buildings on slabs maybe treated by applying BORA-CARE® solution into wall voids by locating each stud and drilling a small hole through the wall covering to gain access to the infested area. Drill holes adjacent to the side of each stud every 18-24 Inches along its length and inject at least 1/3 fluid ounce of BORA-CARE® solution per hole. Drill at least one hole per stud bay near the floor in order to treat the base plate in each void. Treat entire wall areas as opposed to single stud bays in order to Include the infested area completely within the treatment.zone. D. Wood flooring can be treated by spray, brush or roller application. It will be necessary to remove any existing finish by complete coarse sanding or stripping prior to application. Apply a two 2) parts water to one (1) part BORA-CARE® (2:1) solution at a rate of approximately one (1) gallon of solution per 500 square feet of floor surface: Fortreating infestations of subterranean or Formosan termites, two (2) coats may be required, waiting at least one (1) hour between applications. Allow floor to completely dry (typically 48 to 72 hours). Moisture content must be 10% or less before applying final finish. BORA-CARE® applications may raise the grain of the wood and an additional I]gh sanding may be necessary before applying a new finish. Although BORA-CARE® is compatible with most floor coatings, always test a small section of treated floor with the new finish and check for appropriate adhesion prior to coating the entire floor. NOTE: If surface is tacky or residue is evident after 72 hours of drying time, wash affected area with clean water and a mop, cloth or sponge, rinsing frequently. Allow surface to dry prior to final jjgjy( sanding and application of finish coat. E. For treating voids, wall studs and wood members not accessible by conventional application methods, spray or mist solution into voids and channels in damaged and suspected Infested wood and/or through small holes drilled into walls and baseboard areas. Holes should be spaced no more than 24" apart along each member to be treated and at least one (1) hole must be drilled between each wall stud when treating base plates. Use sufficient amount of material to cover all areas to the point of wetness. NOTE: Existing insulation may interfere with distribution of the BORA-CARE® solution. If necessary, remove or displace Insulation prior to treatment. F. Foam applications: BORA-CARE® can be applied to bare wood surfaces and void areas as a foam by mixing two (2) parts water with one (1) part BORA-CARE® (2:1) and adding 3 to 8 ounces of foaming agent per gallon of mixed solution. Apply foam being sure to completely fill ttte void. Foam will take approximately one (1) hour to return to liquid state and soak into bare wood. Apply foamed BORA-CARE® to void spaces at a 1:20 to 1:30 foam ratio (one [1 ] gallon of mixed solution expanded with foaming agent to produce 20 to 30 gallons of foam). Apply enough foam to completely fill void and contact all wood surfaces in the void space. G. Foam insulation may be treated by injecting a two (2) parts water to one (1) part BORA-CARE® (2:1) solution Into the infested area and/or low pressure surface spraying at a rate of one (1) gallon per 300 to 400 square feet. NOTE: Some types of foam insulation, such as polyisocyanurate and extruded polystyrene, have closed cell structures which do not allow significant penetration from surface application. These types of foam should be injected, as well as surface sprayed, to achieve proper control or prevention of infestations. V. PREVENTATIVE AND/OR PRETREATMENT FOR WHOLE HOUSE PROTECTION FROM SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI NOTE: This treatment serves as a primary treatment for the control of Formosan and subterranean termites. Pretreatment should be performed at a point during the construction process when the greatest access to all wood members is available.. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE® 1:1) solution to all wood surfaces to the point of wetness. Concentrate application in areas susceptible to attack, to include all sills, plates, floor joists, piers, girders and subfloors. Treat wood in all plumbing, electrical, and ductwork areas where they penetrate walls or floors. Treat all base plates and studs on interior and exterior walls, especially those surrounding any high moisture areas such as bathrooms, kitchens and laundry rooms. For buildings built on slabs, treat all wood in contact with the slab as well as all interior and exterior wall studs and wall sheathing material. In attics, treat all wood including ceiling joists, trusses, top plates, rafters and roof decking. Be sure that all sill plates and wood contacting garages and porches are treated. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all exterior wood including siding, facias, soffits, eaves, roofing, porches, decks and railings (refer to Sections Vill and IX for complete exterior application Information). 3' VI. PREVENTATIVE AND PRETREATMENTS FOR SUBTERRANEAN TERMITES (CRAWL SPACE, BASEMENT AND SLAB) NOTE: This treatment serves as a primary treatment for the control of subterranean termites. Use only a one (1) part water to one (1) part BORA-CARE® (1:1) solution when treating for subterranean termites. Pretreatment may be performed at any point during the construction process, however it is best performed when greatest access to all wood members is available. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. A. Buildings on Crawl Spaces and Basements: Apply one coat of a one.(1) gallon water to one (1) gallon BORA-CARE6(1:1) solution to point of wetness in a 24-inch wide uninterrupted band to all wood surfaces in crawl spaces and basements, to include all sills, plates, floorjoists, piers, girders and subfloors as well as wood exposed to vertical access from the soil. Treat all wall base plates and the bottom two (2) feet of all interior and exterior wall studs. Treat any wood adjacent to plumbing, electrical conduit and ducts where they penetrate subfloors or plates, and all wood next to porches, garages, and fireplaces in order to provide a two (2) foot wide barrier of BORA-CARE® treatment against termite penetration. On wood where access is limited to one (1) or two (2) sides of wood members such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution. Wait at least 20 minutes between applications. If accessible, treat the exterior of sill areas around the entire perimeter of the structure with a 24-inch wide band of BORA-CARE® solution beginning with the sill area and extending upwards onto the sheathing material. On multiple story structures, treat only the first story above the masonry foundation level. Coated or painted wood may be treated by pressure injecting BORA-CARE® into holes drilled into the wood at eight (8) to ten (10) inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. B. Buildings on Slabs: Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE® (1:1) solution to all base plates and the bottom 24 inches of all studs on all exterior and interior walls. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all wood in plumbing walls and apply to any wood in bath traps as well as wood adjacent to plumbing, electrical conduit and duct penetrations in order to provide a minimum 24-inch wide barrier of treatment between the soil and the balance of the structure. H VI1. PREVENTATIVE TREATMENT FOR DRYWOOD TERMITES AND POWDERPOST BEETLES Apply two (2) coats of a five. (5) gallons water to one (1) gallon BORA-CARE®(5:1) solution to all wood surfaces to the point of wetness using a brush, spray or mist. Wait at least 20 minutes between applications. VIII. TREATMENT OF EXTERIOR WOOD SURFACES LESS THAN TWO INCHES THICK SUCH AS DECKS, SHEDS, SIDING AND FENCES Apply only to bare wood or to wood surfaces where an intact water repellent or finish is not present. If necessary, remove paint or finish prior to application. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all wood surfaces. Apply two (2) coats of BORA-CARE® solution to heavily infested areas and to those surfaces where access is limited to one (1) or two (2) sides of wood members. Do not apply in rain or snow. Exterior wood surfaces must not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. For wood in contact with the ground or soil, see Section XI. A. Finishing and Maintaining Treated Surfaces: For long- term protection, exterior wood surfaces which have been treated with BORA-CARE® will require a topcoating with a water resistant finish such as paint or exterior stain. The finish or topcoat should be applied within six (6) weeks of treatment. It is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. IX. TREATMENT OF LOG STRUCTURES, TIMBERS, BEAMS, PILINGS AND EXTERIOR WOOD MEMBERS TWO OR MORE INCHES THICK Apply only to bare wood or to wood surfaces where an Intact water repellent or other finish is not present. If necessary, remove paint or finish prior to application. Interior, unfinished surfaces which have accumulated dirt or cooking oils should be cleaned with a strong detergent prior to treatment. Apply a one (1) part water to one (1) part BORA-CARE® solution to the point of wetness to all interior and exterior wood surfaces. Refer to. application chart for minimum amount of BORA-CARE® to treat various size logs or beams. Typically, two (2) coats of solution will be required to treat round logs 10" or greater in diameter and rectangular logs larger than 6" x 12". Wait at least one (1) hour between applications. Two (2) coats of BORA-CARE® solution should also be applied to log ends, notches, corners and sill logs. Actual number of coats necessary to meet the minimum requirements will depend upon actual wood size, surface porosity and number of sides accessible for treatment. Do not apply In rain or snow. Exterior wood surfaces should not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. A. Finishing and Maintaining Treated Surfaces: For long term protection, exterior wood surfaces which have been treated with BORA-CARE® will require a topcoating with a water resistant finish, paint or exterior stain. The finish or topcoat should be applied within six 6) weeks of treatment. It is Important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat.a small section of treated wood with the finish to be used and check for compatibility prior to complete application. 4 IX. DIP TREATING LOGS AND LUMBER X111. WARRANTY LIMITATIONS AND DISCLAIMER i A dip treating solution may be prepared by mixing five (5) parts water to one (1) part BORA-CARE® (5:1) . This will result in a stable solution containing 9% active ingredient. Bundled wood must be stickered in order to allow the solution to cover all wood surfaces. Logs and/or lumber should be submerged in the solution for at least one (1) minute or until all entrapped air has escaped. Protect treated wood from rain or snow for at least 24 hours after treatment. XI. TREATMENT OF WOOD IN CONTACT WITH THE GROUND A BORA-CARE® treatment to wood In contact with the ground or soil has a limited lifespan and will require periodic reapplication. Protection may be extended with the use of products such as JECTA®. XII. APPLICATION RATES TABLE A. Dimensional Lumber 1 Gallon of Diluted Minimum Amount of Lumber Size BORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Lineal Feet 1 x 4 1,200 Lineal Fee 0.8 Gallons 1 x 12 400 2.6 2 x 4 600 1.6 2 x 6 400 2.6 2 x 8 308 3.2 2 x 10 240 4.2 2 x 12 200 5.0 4 x 4 300 3.4 4 x 6 200 5.0 4 x 8 150 6.8 4 x 12 100 10.0 6 x 6 133 7.6 6 x 8 100 10.0 6 x 10 80 12.6 6 x 12 68 15.0 Because of varying conditions affecting use and application, manufacturer warns buyer that these may Impair or vary the results or effects of the use of this product. In any event, complete prevention of decay or insect infestation is not guaranteed. Neither the manufacturer nor seller shall be liable In respect to any injury or damage suffered by reason of the use of this product for a purpose not indicated by the label or when used contrary to the directions or instructions hereon nor with respect to breach of any warranty not expressly specified herein. Buyer accepts this material subject to these terms and assumes all risk of usage and handling except when used or handled in accordance with this label. It is not intended that this product be used to practice any applicable patent, whether mentioned or not, without procurement of a license, if. necessary, from the owner, following investigation by the user. BORA-CARE® and JECTA® are Registered Trademarks of NISUS Corporation. MADE IN THE U.S.A. TABLE B: Panels, Siding and Plywood 1:1 or 2:1 dilution ratio) 1 Gallon of Diluted Minimum Amount of Thickness BORA-CARE® Diluted BORA-CAREsto inches) Will Treat Up To: Treat 1000 Square Feet 1/4 1,600 Square Feet 0.6 Gallons 3/8 1,067 1.0 1 /2 800 1.2 3/4 533 1.8 1 400 2.6 TABLE C. Round Logs 1:1 dilution ratio only) 1 Gallon of Diluted Minimum Amount of Diameter BORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Lineal Feet 6 167 Lineal Feet 6.0 Gallons 8 96 10.4 10 61 16.4 12 43 23.4' NOTE: The numbers listed above are based on an application rate of one (1) gailomof BORA-CARE® solution to 400 board feet of wood. 100 Nis us Drive Rockford, TN 37853 800-264-0870 www.nisuscorp.com National. Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 Phones 7031931-2187 Fax: 703/931-6505 website: www.nateval.org NATIONAL EVALUATION REPORT Report No., NER-617. Copyright © 2001, National Evaluation Service, Inc. Issued October 1., 2001 BORA-CARE® TERMITICIDE, INSECTICIDE AND The instructions within this report govern if there are any conflicts FUNGICIDE between the manufacturer's published installation instructions and this report. NISUS CORPORATION 216 DUNAVANT DRIVE ROCKFORD, TENNESSEE . 37853 800-264-0870 nisus(Mrilsuscorp.com www.nisuscorp.com 1.0 SUBJECT BORA-CARE®Termiticide, Insecticide and Fungicide 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Protection Against Termites 3.0 DESCRIPTION BORA-CARE Termiticide is used to provide protection against subterranean termites. BORA-CARE is a Federal EPA registered Termiticide that is applied to wood surfaces by spraying, brushing, and injections and prevents infestation of subterranean termites. BORA-CARE kills the termites through'ingestion. The active ingredient in BORA-CARE is Disodium Octoborate Tetrahydrate (DOT), which is a mixture of borax and boric acid. BORA CARE utilizes a patented formulation of this mineral salt DOT) and glycols. to penetrate and protect the wood. When BORA-CARE is applied to bare wood, it penetrates the wood and deposits DOT. Diffusion of BORA-CARE into the wood continues after application until there is uniform distribution of the active ingredient In the wood member. BORA CARE is water soluble. When fresh wood with no sealants is treated with BORA-CARE, the borate penetrates completely through the wood member, therefore, the wood member is permitted to be cut after treatment is complete. 4.0 INSTALLATION 4.1 General BORA-CARE Termiticide is installed in accordance with the manufacturer's published installation instructions and this report. Applicators of BORA-CARE shall be trained by the Nisus Corporation and shall be licensed pest control operators. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. 4.2 Application BORA-CARE is a concentrate that must be diluted with water before use. The dilution rate is one part water to one part BORA- CARE for all pretreatment applications. Prior to dilution, BORA- CARE is a thick viscous liquid similar in appearance to honey. When diluted and mixed, the solution has the same consistency as water. BORA-CARE is applied by spraying, brushing, and injection. BORA-CARE is not a restricted category pesticide, but shall be applied by a professional pest control operator in accordance with local, state, or federal pest control regulations. BORA CARE is clear and odorless. All wood surfaces shall be treated according to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of a structure containing a crawl space or basement when the wood comes into contact with the foundation walls or support piers. This treatment includes the joists, headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for a minimum of 20 minutes between applications.. Pretreatment is performed at a point during the construction process when the greatest access to all wood members is available. Typically at the dried -in stage of construction when all structural wood and sheathing is in place yet prior to installation of insulation, mechanical systems, electricalwiring, and plumbing. 4. 3 Protection from Water Since BORA-CARE is water soluble, treated wood shall be protected from rain and snow. For long term protection, exterior surfaces shall be coated with a water resistant paint or stain. Interior surfaces exposed to repeated moisture contact, such as shower stalls, bath houses, etc. shall be protected by a water resistant paint or stain. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this re rt. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically.does not make any warranty either expressed or implied, as to any t rndmg or other matter in thts report or as to any product covered by this report. This disclaimer includes, but Is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 1 of 2 Page 2 of 2 Report No. NER-617 6.0 IDENTIFICATION Each container of BORA-CARE® Termiticide, Insecticide and Fungicide covered by this report shall be labeled with the manufacturer's nametand or trademark and this National Evaluation Service evaluation report number, NER-617 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature, specifications, and installation instructions. 6.2. Test report, lab test of BORA-CARE treated wood and untreated wood exposed' to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/WP/1504, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 BORA-CARE shall be applied by applicators trained by the Nisus Corporation and shall be licensed pest control operators. 7.3 BORA-CARE shall be installed in accordance with the manufacturer's published installation instructions and this report. 7.4 In areas where a soil treatment/barrier termiticide treatment is required by the applicable code or local code official, BORA-CARE Is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7.5 BORA CARE was evaluated only forresistance to subterranean termites. 6. 3 Test report, lab test of oral toxicity of BORA-CARE against Formosan Subterranean Termite and Eastern 7.6 Subterranean Termite, Ft. Lauderdale Research & Education Center, IFAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su.. 7.7 6. 4 Test report; January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L Amburgey. 6. 5 Test report, January 1998 Progress Report, 73 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L Amburgey. 6. 6 Test report, January 2001 Progress Report,110 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6. 7 Test report on efficacy of BORA-CARE applied to OSB, plywood, pressure treated wood and FRTW, June 12, 2000, Mississippi State University Forest Products Laboratory, Dr. Terry L. Amburgey and MS. S.V. Parikh. 7. 0 CONDITIONS OF USE The National Evaluation Service Committee finds that the BORA- CARE® Termiticide, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 2000 International Building Code© with 2001 Supplement, the 2000 International Residential Code© with 2001 Supplement, the BOCA National Building Code/1999, the 1999 Standard Building Code©, the 1997 Uniform Building Coder"", and the 1998 International One- and Two- Family Dwelling Code subject to the following conditions: BORA- CARE is water soluble and shall be protected as noted in Section 4.3 above. BORA- CARE has not been evaluated as a treatment for resistance to termites on LVL products. This report is subject to re-examination on a periodic basis. For information on the current status of this Evaluation Report, consult the NES Product Evaluation Listing or contact the NES. 1 ONE BY WOOD P'S T L+T p TTM. L B-4- .l L LO ^. "-• • A R- LJ .IL Ya 1 SHIM AS REOb DUCK BY OTHERS -- - .. ONE BY WOOD BUCK BY OTFfERS SEE NOTES) INSTALLATION ANCHOR 3/TTi' DU.- TAPCON- SHOWN BUCK NtO1H 1/4' SHIM FLANGE TYPE SPACE .MAX ( WINDOW FRAME 1 114' MIN. EMBEDMENT SHIM A5 REO'0 SEE NOTES) 4 w p w.y n, w fir¢ bUNUFA C IJLL+IIi. 1CH'.il4:C+e - V ERA - A L U lGFJ If A uiTSR F E CAULK BETWEEN WINDOW CAULK BETWEEN - FLANGE k WOOD BUCK WOOD BUCK ''& JAMB _ d CONCRETE MASONRY OPENING OR MASONRY CONCRETE OR BY OTHERS - - OPENING MASONRY OPENING ..; - BY OTHERS BY OTHERS 4INSTALLATION EXTERIOR d 1 1/ 4' MIN._ ANCHOR FINBYIOTHERS EMBEDMENT 4 TJ46' CIA APCON SHOWNPERIMETERCAULK I. BY OTHERS CAULK BETWEEN L WOODBUCKdoPERIMETERCAULK WINDOW WIDTH MAS'Y OPENING BY OTHERS SMM BY O71•RS SPACE MAX EXTERI CALII:TC BEFWE13J1 WIIiOOW FLAN EXTERIOR WOOD BUCK FINISH SECTION 2 BY OTHERS FLANGE TYPE WINDOW FRAME HEADER WINDOW WTH.' F: XTERI FA 8 C WINDOW - BUCK D - E HEIGHT HEIGHT K 2 WINNDOW FRAME BY 0 GE TYPE .. SILL WINDOW ' PERIMETER CAULK HGT. F G BY OTHERS I i i I INS- 1) NHERE WATER RESISTANCE TEST REOUREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DES' .. Q - H I LOADS WLLL BE UMITID TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST• 2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA TAPCON Q ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SU857RATE AT LOCATIONS - SHOWN ON CHART. 1 4)) OWN ELEVATION FOR KEY TO TAP1X1q LJ7CATONS CAULK BETWEEN WINDOW FLANGE 3) SEE HER FAAION APPLIED IMOENT NAPCON LENGTHATOTOLES.PRONDE3/<' MIN. EMBEDMENT INTO WOOD. BUCK AT •.. 11 PRECAST ELL WITH wLxE,J ELUATI O PRECASR SILL115 ADHESIVE CAULKDR5) ff EXACT WINDOW SIZE 6 NOT XLLA'n IN ANCHOR CHART, USEANCHOR WAN7L7Y LISTED M1H NEXT BY OTHERS - 'APPROVED EQUAL LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REOb. - SECTION 1 VIEWED FROM EXTERIOR rFNFR4I NOTES, - 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING EOM. MAX. - ALLOWABLE SHRI STACK TO BE 1/4% - 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063: - - 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD h JAMBILL MUSE BE toot M. LrwbT Rd. • CamBaa. 12 75006 • PJL BOX 6190}2 • BoBm. lI 75761 S .S ATTACHED TO THESUBSTRATEWITH VULKEM 116 ADHESIVE CAUL. OR APPROVED EQUAL fmA lolz omm 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT ASSEMBLY DRAWING MANUFAGFUIVeS RECOMMENDATIONS. SERIES 1440/1540- ML SINGLE HUNG WINDOW 5) USE LATEX CAULK FOR PERIMETER SEAL MOUND EXTERIOR OF WINDOW FLANGE 6) CLAM THICKNESS MAY VARY PER THE RECUIREMENTS OF ASTI1 E1306 CLAM CHARTS. 3T ollm. =AM SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUA FIEDL N A 7) CENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG 15 SHOWN. THIS PRINT ALSO APPLIES M - ma 1"ralml THE 1540 Z INSULATING CLASS SINGLE HUNG SERIES. O= 4-GDATE sw 11fl191111 BY EGN _ 10/25 01 B GEN-00I PREPMm Or PRODUCT TECHNOLODT CORP. 230 IN IMMATIOPOL PKT. SLIM 254 WATH$M. FUR" =746 PHONE 4W am -a= FAi -7 all 03a6 COMPARATIVE ANALYST TION CHART CALL. WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS VAOTH/MGHT EXTERIOR INTERIOR HEAD JAMBS . SIZE 12 13 19 1/0X 2619 to X IA 09 76 M 76 B B 1410 1/9X 50ah 5f 89 B FA F.0 1444 10 to X54AA S4 52 54 52 B B F.0 14+5 1519 1/5A X 55D 19 1/9X6343 - 45 B F.6 16 I9 1 X 72 40 40 F 1 IH3 26 1/2 X 526 1/2 X 38 *- 51. 51 6 9 F.G 1114 1N4+426 1hx 30ah26 th X 54 ah 44 42 44 42 B a FA1.526 1hX 55ah414140BaF.01H5 25to % 636 z 404040FO - 30 1/2X 25 µ bb B F,G 30X3 30 1/2X 38 3/ 2F.G 44 40 B 3OX4' 30 1/2X50 ah4040409- FC 3OX4+43aX4+5 30 1/ 2X 54 aH 30 1/2 X 55 an 40 40 a F.0 3aK5 30 to x 63 40 40 a F.G 1 8 x 1 1 a FR. 23 37 X 38 3/6 40 40 a f,G F.0 -. 24 24+4 37X50 ah37 % 54 ah 40 40 40 40 B a F,G 24+5 2537 % 55 ah 37 X93 40 40 40 40 a a FJLJiJ6 37X n4Q a F F,G 4826 4a36 48 X 6 46 % 383h 46 40 40 - B F,0 F.0 4a50 45 X 50ah40 40 B FF.0 484+5 4a % 55 ah 40 40 a F.G.HJ F.G.HJ 4a83 48 K634040 40 1 40 B 3233 53 tn. X 26 531n x 35 3h 45 40 45 4D B 8 GF4. 3a53,nXSoeh40 6 345555331AX55 M a - 4Q a. F GHT,i 35 53 1/0 X 63 40 40 SILL 36 53 1 X 72 1 6 I CAULX...BETWEEN WOOD. — SUCX h MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN DOW FLANGE WOOD BUCK BY OTHERS PERIMETER CAULK BY DINERS GLAZING WINDOWHEIGHT _ EXTERIOR PERIMETER CAULK BY OTHERS i INSTALLATION ANCHOR 3/16' DIA 7APCON CONNCRETE OR MASONRY OPENING BY OTHERS SHIM AS REOT SEE NOTES) y 1-1/4- MIN. EMBEDMENT .- 7 1/4' MAX. SHILL $PACE FLANCE I E WNOOW FRAME HEADER BUCKHEIGHT RANGE TYPE WNOOW FRAME SILL BUCK MOTH 1/4' MAX. SHIM SPACE SHM AS REOD SEE NOTES) i-lY JIN. EMBEDMENT FLANGE TYPE WINDOW FRAME 4 CAULK BETWEEN - JAMB d WOOD BUCK 6: MAVY OPENING BY OTHERS , GLAZING INSIALARON ANCHOR 3/16' DIA TAPCON a ONE.BY WOOD BUCK BY OTHERS EXTERIOR CAULK BETWEEN WINDOW FLANGEPERMETERCAULKWOOD BUCK BYOTHERS - CONCRETE f— WINObx MOTH OR MASONRY OPENING BY OTHERS SECTION 2 3TDCco COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCO: ANCHOR SIZE.- INCHES CAPACITY IN PSF LOCATIONS WIDTH/ HEIGHT EXTERIOR INTERIOR HEAD 'JAMBS 12 X EO 40 55 D,E.F.G C D.NJ 12. X 72 40 56 106C NJ 16 X 16 40 69 As NJ 24 X 16 40 55 All F,G 24 X 24 40 45 A.B F,G 2. X 30 40 4040 A.B F.0 - 24 X 36 40 40 A3T D.E.f,G 24 X 46 40 - A9 D.E.F.G 24 X 60 40 40 AM D.Er,G 24 X 72 4640 4040 AA D.E.F,G 32 X 40 40 A.8 D.Er.G 36 X 24 0 All D.E.F,G 36 X 45 40 4040 AS D.E.F.G 36 x 72 40 A. B O.E.F.G 46 X 24 A.B D.E.f.G 46 X a8 4040 40A.8 D.E.F,G 46 X 60 40 40 A8 FA 04 X 24 3640 4D A.8 FA 72 X 40 40 A8 D.E.F.G 72 X 60 X40 40 731640BY OTHERS .. CYN STRAL .F LlJiipORMA-B.O.,L F. WINDOW - MANUFACI M NAME: WTH. G ENG 12 t>rL ,4 W M I t u'r1 lERAL NOTES: lTl AS 1< Ell FAC ' 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM; MAX• ALLOWABLE SHIM STACK TO BE 1/4 IE0 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) THE SUBSTRA ELWITH 11W6 ADHESIVETCAUULK OR ILATEXIND FLANGE JAPPROVED EOUAL BE ATTACHED TO 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT 2 MANUFACTURER'S RECOMMENDATIONS. XFERIOR OF WINDOW FLANGE WINDOW H HGT. Q Q Q MARBLE SILL STOOL 1 BY OTHERS PRE - CAST SILL J CAULK BETWEEN WINDOW FLANGE BY OTHERS & PRECAST SILL WTH VULKEM 116 ADHESIVE CAULK OR APPROVED EOIIAL SECTION 1 G ELEVATION VIEWED FROM EXTERIOR, y' a 7Z.a DATE 5YM S) USE LATEX CAULK FOR PERIMETER SEAL AROUND F 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADSWILLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST' B) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR ASONRY OPENING USE 3/16' DIA TAPCONANCHORSOFSUFFICIENTLENGTH. TO PROVIDE MIN. 1-1/4 EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART- S) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL /B SCREWS OF SUFFICIENT LENGTH40 PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK ATALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY. APPLIED HC•E ARE NOT PRESENT. B SCREWS SHOULD BE PLACED AT MAX. 6" FROM CORNERS k'MAX. 2-.O.0 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OVANTITI LISTED VON NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REOD. 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN.. THIS _PRINT ALSO APPLIES TG THE 1550 SERIES. toot W. Cm,b, R6. • Ca-aw. TX 75006 • PD: boa H79022 • Daom, it 75', fla,EC- I NSTALLATION. C•_TAIL SERIES 1450/1550 FLANGE PW N/ ACOA P, lo, 8 1 GEI* _ _ Ex CA 3 SHEATHING BY OTHERS 8 INSTALATION ANCHOR CREW SHOWN (TYP.) TERIOR J CAULK BETWEEN FIN- C SILK BEG 1 WIN. EMBEDMENT -- 8 INS7ALATION _ANCHOR SCREW SHOWN (7YP.) SHIM AS itEO'D.- - - 2 x wt3pp - - - - . SEE NOTES) BY OTHERS FIN TYPE WINDOW FRAME CAUL 'ETWEEN CAUL h FIN JAMB BY O....R S j. pp{{' !, W7ET6f • a • MADW t]C `•++—ER • - f w. • A 1 f 1 M D FE tG+ it 1, 1LLi FINISH 2 x WOOD BY OTHERSBYOTHERS PERIMETER CAULK T' MIN. - BY OTHERS EMBEDMENT FIN TYPE WINDOW SHIM AS REO•D. FRAME READER SEE NOTES) SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH RBYOTHERS RI T 1 .. PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT COMPARATIVE ANALYSIS @ ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF IS SCREWS N0. OF 0.090 DIA. NAILS SIZE (INCHES) CAPACITY IN PSF REO•D. IN FRAME REOb. IN FRAME MOTH/HEIGHT EXTERIOR INTERIOR READ SILL O•EA. JAMB HEAD SILL 0 EA. JAMB 16 x 3D 109 109 2 2 2 i 23 22 2 3 16 x 40 16 x 50 8363 8363 2 2 3 2 2 3 2 x20X 30 66 86 2 2. 2- 3 2 2 2 2 20 x 40 73 7359 22. 2 3 - 2 2 4 20 X 50 O z No. 59 48 2 2 2 2 4 28 x 30 Ie 57u 552 2. 2 23 2 2 3 x 40 26 464 464 2 2 3 2 27 X 30 . 52 52 2. 22 23 22 2 32 30 x 40 494} 4943 22. 2 3 2 2 4 30 x 5o - 0 x 40 40 2 2 2 4 38 x 30 4140 4140 3 2. 3 3 3 3 38 x 40 38 X 50 40 40 3 3 3 3 3 1. 3- A' 40 3 3 3 40 x 30 40 40 3 3 23 3 } 3 40 x 40 40 40 3 3 3 4 40 x 50 40 400 3 3 3 S 4 4 4 4 4 WINDOW WTH.-+y _ ANCHOR (TYP.) 0 o 01 0 o I). SHIM AS REO•D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM YAII. FIN TYPE - F - - ALLOWABLE SHIM STACK TO BE 1/4'. WINDOW S STOOL O O 2 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063. FRAME SILL BY OTHERS 24" O;C. / 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAMBS. MAX (TYP) 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINE FIANCE. O O 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM Et300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. EOUALLY SPACE 6) WHERE WATER RESISTANCE TEST REOU6IEMENT OF 15X OF DESIGN LOAD APPLIES, POSITIVE DESIGN WINDOW ANCHORS (TYP.) LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 P4 ACHIEVED a TEST• HGT: 0 O 7)' INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING0.090 IN. CIA NAILS OR /e SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIL 1• EMBEDMENT INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS N07 LISTEDINANCHOR CHART. USE ANCHOR OUANTIiY US7ED WITH NEXT LARGER SIZE 0 / O 9) GENERAL ALUWNUMS 1140 SERIES SINGLE HUNG IS SMOWM. THIS PRINT ALSO APPLIES TO 7NE 1940 INSULATING GLASS' SINGLE HUNG SERIES. PERIMETER CAULK BY OTHERS SHIM AS REO•D. 6" 0. MAX. (TYP.) SEE NOTES) 0 r0 O. D o IS SCREW INSTALATION 2 X WOOD ANCHOR SHOWN BY OTHERS - • TYP.) - 6- MAX (TYP.) CAULK BETWEEN WINDOW FIN e - ELEVATION EXTERIOR SHEATHING 1001 IL Cr.* Rd.•C9NW — If75006•PA 9. 619022•DaBm.h 73 FINISH MIN. VIEWED FROM EXTERIOR pP BY OTHERS EMBEDMENT ASSEMBLY DRAWING SHEATHNG SECTION 1 SERIES 1140/1940 TDL SINGLE HUNG WINDOW BY OTHERS °°• ° 0 °• ttw[ BB N A wa IML rrKA cL s. Ea _ tt/OS/ot $ GEN-0073 DATE SYM REVISION I' MIN -WINDOW WIDTH' 1/4" 14A EMBEDMENT SHIM SPACE BREATHER 2 K BY ROOD BY OTHERS BY DTHCRS -SHIM AS REDID. I 2 r X OROOD CAULK BEHIND FIN - FIN TYPE WINDOW BTHERS IB INSTALLATION FRAME JAMB EXTERIOR ANCHOR SCREW FINISH BY OTHERS - I' MIN SHIM AS R[Q'D GLAZING EMBEDMENT PERIMETER CAULK ( SEE NOTES? By OTHERS - - 41/4' MAX. SHIM SPACE a , FIN TYPE WINDOW FRAME HEADER GLAZING SEE NOTESIiEXIERIORi iFIN TYPE FRAME SIL1PERIMETEI BY OTHER EXTERIOR FINISH ByOTHER CAULK BI SHEAT.1 Br OTHERS WINDOW HEIGHT 2KAI WINDOWHEIGHT EO'D. 1/4' MAX SHIM SPACE 18 INSTALLATION NCHOR SCREW 2 X WOOD BY 137KRS EXTERICR PERIMETER CAULK BY OTHERS ABINSTALLATIO\_\l ANCHOR SCREW EXTERIOR FINISH CAULKBCNIND IN BY OTHERS SECTION 2 SHEATHING BY OTHERS rs COMPARATIVE ANALYJIJ 6- (ANUMUK L-FIMKI WSIZE W DESIGN SPSF I NAILSA. ' REWS REQUICPPACITYPRESSURE INREOREDINCFRAMEE9 IN FRAME INCHES) W1DIM/ HEIGH EXTERIOR INTERIOR MEAD L SILL B EA JAMB HEAD L SILL ! EA JAMI 0 30 2. t040 2 2 2 2 _ 22 20 X 40 0 40 2 2 32 3 20 x SO 0 . 40 40 404 2 2 3 30 . 30 40 40 2 2 2 3 3 30 . 40404032, 3 30 M 50 30 604040 404 22 4 40 k 40 40 3 2 3 33 40 X 40 40 40 3 3 3 1 40 X s0 10 40 3 3 5 4 X 0 4 2 4 50 a 30 40 40 3 3 1 3 30 k 40 40 40 40 - 34 1 3 60 . 70 50 . 60 w 0 403 s 4 CENTRAL. FLOP MA, R. ®.A.F. MANUFACTURER NAME: CEME94L Ai ifMINU.M MASTER FILE5Z or # 1I'SIETICTERREIGNSTANLOADEWILL 'EST BE LQUMREIREM ENT TOOr.0IGN1PSF DUE LOADSTO WATER TEST PRESSURC6DPSF ACHIEVED IN TEST. 2) iNSTALLA11M. FINFRAMEWINDOWINWOODFRAMEOPENINGWITH TWO BY VOOB STUDS USING 48SCREWSOFSUFFICIENTLENGTHTOPROVIDEMIN1' EMBEDMENT INTO SUBSTRATE OR to" IN OlA NAILS- 3) IF EXACTWINDOWSIZEEISHOTLISTEDINANCHORCHART. USE QUANTITY USTCO WITH NEXT LARGER SIZE. 4? NESHIM AS REO' D. ADJACENTTOEACHINSTALLATIONANCHORWITHLOADBEARINGSHIMEQUALLYSPACEMAX. ALLDWABLE SHIM STACK TO BE 1/4'. ANCHORS (TTPJ 61 uSETCx CAULH6063. K TBEHIND AW IN FIN NLAT MEAD. SILL X JAMBS. I )> USE LATCX CAULK Fdt PERIMETER SEAL AROUND EXTERIOR OF V]NDOV FLANGE. BI GLASS THICKNESS MAT VARY PER REOUIRCMENT$ , ASTM E13D0 GLASS CHARTS. SINGLE GLAZING IS SWORN. INSULATING GLASS ALSO -QUALIFIED. 91 AL LI 11900 SERIES PICTEURE PICTUREWINDOW IS SHOWN THISAPPLIES PRINT ALSO 6' MAX (1TPJ 6- MAX ( TYPJ -+ --- FI FVATION VIEWED FROM EXTERIOR SYM Do, W. fnMbT Rd. • Cortdllril TE 75006 • P.O. Bm H19022 • DRBos, lE 7! 0+•1Mi MSpIi.1mN INSTALLATION DETAIL SERIES 1/00/ 1900 FIN PW BB N/A Ualn wu o.rt, wcA n !EC _ 03/O5/02 _ B GEN00_'c CAULK BCTVEEN WOOD BUCK L MASONRY OPENING By .OTHERS _ CAULK BETWEEN WINDOW FLANGE L WOOD BUCK CONCRETE 13R MASONRY OPENING BY OTHERS ` Ex TERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE - WINDOW FRAME HEADER WINDOW EXTERIOR HEIGHT 0 ONE By WOOD - _. .. 1/i' MAX. BUCK IT OTHERS NOTES, MIOt WDYM SX1M SPACE f1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHY. kW. r INSTALLATIDN ANCHOR ALLOWABLE SHIM STACK TO BE 1/4: SHIM AS rtEO'D 1.1/i• NIK 3/16' DIA TAPCUN 2) WINDOW FRAME MATERIAL, ALUMINUM ALLOY 6063. ISEE NOTES) EMBC DNENT 3) USE LATEX. CAULK BEHIND WINDOW FLANGE AT MEAD. SILL @ JAMBS FLANGE TYPE CAULK BETWEEN A) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. WINDOW FRAME WOOD BUCK L SHIM AS RED'D 5) GLASS THICKNESS MAY VARY PER THE REOUREMENTS OF ASTM E1300 GLASS Cw1RTS. JAHB wS'T .OPENING ISEE NOTES) 61 DESIGN PRESSURE CAPACITY OF WINDOW L INSTALLATION+ IS LIMITED TE AOD PSF. d By OTHERS I 71 FOR INSTALLAlIR1 OF FLANGE FRAME WINDOWS IN CONCRETE OR HASWT OPENING. USE 3/16' DIA. 7APCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE INK 1-1/4- EMBEDMENT _ . INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS t 2i' O.C. MAX. 1-1/i• MIK B1 BUILDBE I E KDOVN.AROUID CURVED P13RTICIN OF. WINDOW FRANC TO BE ENGINEERED BY OTHERS. d BUILD DOWN MUST BE IF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM ' EMBEDMENT ViNDOV TO THE STRUCTURE. INSTALLATION ANCHOR 91 ELEVATIDNS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIM1T USE OF THIS GLA21W IITP. Q 3/16' DIA. TAPCON PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL C01i IGURAT70NS SCE IO1CD SKIM SPACE Tw7 CAN BE MANUFACTURED FROM THE I450/1550 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEM. oHE BY WOOD CENTRAL PERIMETER CAULK BUCK BY OTHERS CEN TR A 7 ' LET ORED B.O. D, F. ev OTHERS 1 TlE tS1, FJ a'LlJiDlLi.fl$ D 2f..1 CAULK BETWEEN MAN Vs AIUTZTRESi Ni CxTERIOR FINISH WINDOW FLANGE BY OTHERS WOOD BUCK ENER.4i r art!/Nutt = KDD ,,D,„ CONCRETE ORN^ I By OTHE OPENING SECTION 2 T TAR$ r nu_m, GLRRL R19. SEE TOTED B / MCHT KSHIM AS REO'D ISCE NOTES, FLANGE TYPE WINDOW FRN1E SILL PERIMETER CAULK _ rONE DBKT.CR$'TVpOD HT OTHERS 1/ i' MAX. SHIM SPACE a a. EXTERIOR FINISH - BY OTHERS CAULK BETWEEN WINDOW 1- 1/4' MIN. FLANGE L WOOD BUCK .EMBEDMENT CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 3/16. DIA. 7APCON By OTHERS CAULK BETVEEM WOOD BUCK L MASONRY OPENING BY OTHERS SECTION I k WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR ej n T 71--rfL WNDOW WINDOW HEIGHT HEIGHT Ism 1 J WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR L t00i V. Colby Rd.. C—atR L TE 75006. P.O.10 819027 4diw. TX TSUI p¢ AVIL N:SC.IM,ION INSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550' DESIGNER PICTURE WINDOW wI1... u. I7c BB N/A BBBA. rc c.c ..uA RIDTEC- _ 3/20/02 B I GEN-D025 SHEBr OTHERS CAULK BEHIND FIN EXTERIOR FINISH BY OTHERS PERIMETERCAULKB7OTHERS FIN TYPE — FRAME HEADER 1' MIN EMBEDMENT GLAZINTEG (TYPJ — FXTFg1G9 SEE NO$ FIN PIPEFRAMESILL PERIMETER CAULK J BY OTHERS FB INSTALL ARON J ANCHOR SCREW (TYP.) EXTERIOR FINISH — BY OTHERS CAULK BEHIND FIN — SHEATHING BY OTHERS BURD 00" BY OTHERS r'16 INSTALLATION ANCHOR SCREW (TYP.) SHIM AS REO'D. SEE NOTES A MAX. SHIN SPACE 1) . i) DESIGN PRESSURE VPAOTT OF WINDOW @ INSTALLATION IS 40.0 PSF. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WTN TWO BY WOOD STUDS. USING O.C99 IN. CIA NAILS.PLACE .099 NAILS 6' FROM CORNERS MAX. a E' O.C. MAX. BETWEEN. 3) FOR INSTALLATION OF FIN FRAME WINDOW W WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING 16 SCREWS OF. SUFFICIENT LENGTH TO PROVIDE MIN. I IN. EMBEDMENT INTO SUBSTRATE. PLSOE SCREWS 6' MAX. FROM CORNERS i 21' CC MAX. BETWEEN. 4) SHIM AS REO-D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING $HIM. MAX. ALLOWABLE SKIM STACK TO BE 1/4'. A) WINDOW FRAME MATERIAL: ALWMRJM ALLOT 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL k JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAR .AROUND EXTERIOR OF WINDOW FLANGE. B) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. B) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEWU iir TRANSFER LOAD FROM WINDOW TO THE STRUCTURE 10) ELEVATIONS SHOW COMMON CONFIGURATIONS., IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE TIOO/T9°O SERIES DESIGNER FIXED -PICTURE WINDOW FRAMING SYSTEM. CMqR.AL aFLOREDA, R•O.A-F. MANUFACTURER NAME: 4' HERjL AJ /.A4/A//1M MASTER Y &LE # . WNDOw WIDTHWIN iHEIGHT WINDOW HEIGHTI/ t' MAX, SHIN SPACE SHI I AS REO'0. S" "°' E$ ELEVATION VIEWED FROM EXTERIOR Y YIN. Z X IRANWG EMBEDMENT BY OTHERS SECTION d3 z<-cz 1/ A' MAX. NII SPACE TWO BY FRAMING SM. AS REO'O. BY OTHERS FIN TYPE J1 FRAMEJAMB1' MIN EMBEDMENT SHEATING BY OTHERS GLAZING ( TYP.) `—CAULK BEHIND IN SEE NOTES EXTERIOR FINISH BY OT1[RS EXTERIOR / 61NSTALLATION ANCHOR SCREW (TYP.) WINDOW vnDTHPERIMETER CHUCK BY OTHERS SECTION 2 wHDOW WIDTH --- . 1 10WINDOW 0O r HEIGHT O n o 1 ELEVATION VIEWED FROM EXTERIOR 31W02 B GENOC:o 9, i CAULK BETWEEN WOOD - ONE BY WOOD BUCK 1, MASONRY BUCK BY OTHER OPENING BY OTTERS INSTALLATION ANCHOR BUCK WIDTH 11'//4• MIN. EMBEDMENT ONE BY WOOD BUCK BY OTHER 3/16- DIA. TAPCON FLANGE TYPE 1/4 SHIM SHIM A5 REOb. SHIM AS REO'0' WINDOW FRAME SPACE 4Aic. SEE NOTES) CAULK BETWEEN WANDOW SEE NOTES) JAMB QFLANGE & WOOD BUCK Q CONCRETE OR MASONRY OPENING Q BY OTHER CONCRETE OPENING 1 1/4• MI/ BY OTHER EMBEDMENT INSTALLATION ANCHOR 3/16• DIA. TAPCON PERIMETER CAULK Q BY OTHERS - CAULK BETWEEN EXTERIOR FINISH L/4 SWIM I WINDOW MOTH WOOD BUCK & MASONRY OPENING BY OTHER SPAQ NAx BY OTHERS . EXTERIOR PERIMETERERTBYMER CAULK CAULK BETWEEN FINISEXTEH - BY OTHER OE RANGE. TYPE WINDOW FRAME MEAGER H GHT SECTION 2 MNHEIGHTOW EXTERIOR FLAWNDOW FRAME SILL ANCHOR (TYP.) H J K PERIMETER CAULK BY OTHER MIN HE D a PRE CAST SILLBYOTHERS COWL BETWEEN WINDOW FLANGE PRE CAST SILL VAIN VULKEM SECTION q 116 ADHESIVE CAULK OR SCINEE MOREHEAD 8500 ADHESIVE SEALANT NOTES: DOWIGHT BIGNT L 1 WINDOW WnoTH Q F 2 COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION. CHAR WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES CAPACITY IN PSF REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 R.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 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 A,G 60 x 24 40 A,G 60 x 36 40 A,G 60 x 42 40 A,G 60 x 48 40 K A,B,F,G 60 x 55 40 K A,B,F,G 72 x 12 40 K A,GH72x2440KA,G 72 x 36 40 K A,G 72 x 42 40 K -A,B,F,G 72 x 48 40 K A,B,F,G 72 x 55 40 K .B,C.D,F,G MANUFACTURER NAME: 1) SHIM AS REO•D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX C4 A../V C F! / ALLOWABLE SMITH STACK TO BE N M - 2) WINDOW FRAME MATERI AI: ALUMIN M ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT MEAD AND JAMBS.SILL MUST BE C ELEVATION - MASTER Fau E ATTACHED TO THE SUBSTRATE WITH WLKEM 116 ADHESIVE CAULK OR. APPROVED EOUAL VIEWED FROM EXTERIOR_ 1.) APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREMEAD 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION, 5) USE LATEX CAULK FOR PERIMETERSEµAROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHART SINGLE GLASS IS SHOWN, INSULAING GLASS IS ALSO OUALIFIED. CaasPalp aTito'1t i 7501 7) GENERALALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO 1001 V. C,,* IA. CW1a wW 11 75006.1A. I. 6110E!.bWW& THE 1580 SERIES MODIFIED SLIDER INSULATING GLASS INSTALLATION DWG. MASONRY W/ ONE BY BUCK e) DRAWINGAPPLIESTOINSTALLATIONDFFLANGEFRAMEWINDOWNCONCRETEORMASONRYOPENINGUSE3/16" DIA IAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MN.1-1/4 EMBEDMENT INTO SUBSTRATE SERIES 1480 MODIFIED NDRIZONTAI SLIVER WINDOW AlT LOCATIONSHOWNONCHART. _ 9) SEE ELEVATIONS FOR KEY TO IAPCON LOCATIONS. A INSTALL - JB SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ALL pWN CHID K" N/A FACTORY APPLIED INSTALLATION HOLES WHERE TAPCONS ARE READ. 11) F EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANIITT LISTED *IN NEXT BB OATC DW WG NAM[ LARGER SIZE. Q3: F•,w I o• 1C sWI ATW1m. I* 3I2OIO2 I GEN0027 , wr.ure ..... m,f. nmmr fylf. _fp wlTae.ip.r Mr fAR Rea 4.i.wa ftPli. Tsr.a ••w. IM) aoa-axf •.a ln) as-ISN SHEATHING BY OTHER 8 SCREW :NSTALATION —1 ANCHOR (TYP:) EX ERIGR FINISH BY OTHERS PERIMETER CAULK BY OTHER. FIN TYPE W/.NDOW j FRAME HEADER I EXTERIQR CAULK BETWEEN FIN SHEATHING 2 X FRAMING SHEAR G BY OTHER BY OTHERS I" MIN CAULK BETWEEN MBEDMENT 1/4• MAX. SHIM A5 REO'0 SHIM SPACE SHEATHING &FIN BYOTHERS 2 %FRAMING SEE NOTES) EY OTHERS -. FIN TYPE 1•MIN. 1/4" MAX WINDOW FRAME; EMBEDMENT SroM SPACE JAMB r 8 SCREW INSTALATION ANCHOR (TYP.) SHIM AS REO'D SEE NOTES) WINDOW WIDTH EXTERIOR FINISH BY OTHERS WINDOW EXTERIO PERIMETER CAULK HEIGHT BY OTHERS FIN TYPE SECTION 2 NDOWFRAME 4.L 6•MAAx.(TYP). — EOUALLY SPACE 6- MAX. (TYP) ANCHORS r O HEAD. SILL. vn ttnrn @JAMB$) S) PERIMETER CAULK 1/4• WAX. BT OTHER SHIM SPACE SHIM AS REO'O - 98 SCREW (SEE NOTES) WINDOW \ IN STALATION - XTEr:OANCI- OR (TYP.) HEIGHT 2 X FRAMING \ BY OTHERS \ rXTER:OR F:N15= BY C- iERS CAULK BETWEEN COMPARATIVE ANALYSIS & ANCHOR QUANTITY CHART WINDOW SIZE DESIGN PRESSURE 18-SCREWS REOD. .099 NAILS RED . INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 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 4.0 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 1 3 3 1 6 1 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 1 40 40 4 3 7 5 SHEA'HwC SHEATHING 0, . 1. 2 CENTRAL JC'HAlJiS1LJl A B.O. A.F. 3Y C'HER Y M.N. - GE':=RA_ NOTES: SECTION 2a• O.C. V 1) SimV AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD MAX.(TYP). MASTER FU,',i # R BEARING SHIM MAX. ALLOWABLE SHIM STACY TO BE 1/4•. 2) W',JOW FRAME MATERIAL ALLOY 6063 WINDOW WIDHT 3) US- LATEX CAULK BEHIND WINDOW FIN AT MEAD ,SILL & JAMBS. - A - 41 USE LATEX CAULK FOR PERIMETER SEAL AROJND EXTERIOR OF WINDOW FF. ME. 5) G:ASS THICKNESS MAY WARY PER THE REOUI=EM- IS OF ASTM E1300 ELEVATION ' '•- SI'•GLE GLAZING IS SHOWN, INSULATING CLASS'-- IS ALSO FRAME OVALIFIED. ?. 1 '• C r- 6) DRAMNG APPLIES TO WSTALLATION OF FIN FRAME WIN-w W WOWAME OPENING VIEWED FROM EXTERIOR''•-••'-• * 10p1 V. [mbT, tl•Fm.s41«A R ISDi •FA. 6. 6H07t•dM. ii 1if41 F MTWOBy1Y200STUDSUSING099WOIAN'R S :a ,Ie SCREWS OF SUFFIp ENT TO PROWDE MIN. :• EMBEDMENINTO SUESTRA.•L. INSTALLATION. OKAYING WOE FRAME STRUCTURE LE`•_THT _ T} IF - CTraNDDW SZE 15 NOT LISTED IN CHART, -;SE A%CHOR DUANTITY LISTED MT. SER;ES 1t80 /19E0 MODIFIED HORIZONTAL SLIDER NEB LARGER92E =/ •' S:•ut 83 G- RAL ALUM-NUMs' O 5 1180 SERIESHORIZONTALER :c SHOWN. IRS PRINT ALSC ;, AP --:ES TO TrE 19BO INSULATING GLASS HDRtZOiITAL SLDER SERIES tOT rzM.LA OAT[ DRN aNM9fR 03 0.01. '. I O3/11/02 I GEN-002^. 0.1[ s.: I IrcMsa ea Ien.MJ f. •*' auL' rto*axa Gas rn.,eplo.aply .rt• 4•Z rn. .t.a.w. f.rnu. ]aa.f •-ert tw•^, em-eVs r..:.ar, rc-fIM DWG NO: GEN-0452 MULLION II i DIE NO. 1445 INSTALLATION I I I 1 MULLION I I I ANCHOR ANCHOR I_ II I MULLION TYP.) BRACKET F ANCHOR g+ INSTALLATION BRACKET —CXjNTR.AL FL®DA B..®- ANCHOR MANUACTURERNAME: (TYP.) WINDOW FRAME JAMB TYP.) TER FRX # 4 8 SELF TAPPING ° SMS (TYP.) a 0 SUBSTRATE MULLION DIE NO. 1445 SECTION A- A Ld EXTERIOR I ELEVATION a a o o -zf-- v I SECTION B- B 6Ad i SEE NOTES 2 & #3 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 COSCREW TANCHORN, OFATTACH SUFFIC ENT MULLION TH TOTO ABHIEVE E v1i •, 4" MIN. DIA. CONCRETE S EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAMCONS R C IRON, ATTACH T AI H3MMION. EMBEDMENT AINTOTE SWOODIO SCREWS OF SUFFICIENT FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. Al HEAD SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS T FIN VERTICAL MULLION INSTALLATION DETAIL N0. 1445 a ALUMINUM TUBE MULLION, DIE AREA: — DRN: JS APRVD: _ _ DATE: 3/ 17 /02 SCALE: MAIL: - - - DWG NO: GEN-0452 WT/FT: — — — — HALF - 805-0385 FAX 407-805-OSBE PREPARED BY: ,PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWT, HEATHROW. FLORIDA 32746 PHONE 407 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 -r 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 & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03W I FAX 407 805-0366 CA020039 12,1an-2002 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 1 1 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 4971497,1 1497 1497 1497 1497 38.375 622 515 486 466 465 465. 50.625 331 262 241 219 203 203 279 220 200 180 164 162 54.625 268 211 192 172 156 153 55.625 204 158 143 127 112 108 63.000 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MUWON #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020122 SUITE 250 HEATHROW, FLORIDA 32746 FEB.19; 2002 02-0217 PHONE 407 805-CM I FAX 407 805-0366 . GENERAL ALUMINUM CORPORATION FLANGE HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION DIE #1445 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 48.0.00 268 211 192 172 156 153 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 6 APPUCA17ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805.03651 FAX 407 8054)366 CA02DI23 FEB. 19, 2002 02-0217 MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION ICHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET - Nn V LLION DIE NO. 1446 SECTION A -A MULLION GIE N0. 1446 s INSTALLATION ANCHOR TYP.) SEE NOTES a „ 2 & #3 SUBSTRATE A A SECTION B--B L-B CENTRAL FLORlDA B ,O W MANUFACTURER NANX,, • j,, EXTERIOR ELEVATION ea-ArQ?A ,4Ly,rwunit • '`` NOTES: MASTER FILE # 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BYFAREA: GENERAL ALUMINUM CORP. 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. 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 DRN: AF'RVD: DAB 3/17/C_ SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3%8" MIN. EMBEDMENT INTO WOOD----JSFP.AWNG. _ _ -- SCALE: MATL: - - - - DWG NO: GEN- =:iHALF PREPARED BY: PRODUCT TECHNOLOGY CORP. 250 INTERNATIONAL PKT. HEATHROW. FLORIDA 32746 PHONE 407-BO5-0365 fAx 4O7-B.S-OS?8M' L.- r° - DOOR WI07M II /a• MAX. SHIM SPACE INSTALLATION ANCt£R SHtN AS RE'D'D INSTALLATION AMtriIR TWO BY WOOD z8 SCREW ISEE•NOTEST - E SCREW t-1/8 HIM BY OTHERS Iva IT WOOD SHEATHING 'EMBEDMENT - BY OTHERS BY OTHERS CAULK BETvEEn DOOR FLANGE TWO BY WOOD SLIDING GLASS L SHEATHING - BY OTHERS DOOR FRAME CAULK BETWEEN JAMB HOOK STRIP / SHEATHING SLIDING GLASS DOOR HOOK STRIP SHIM AS 1/4' MAX. (SEE NOTES) rSHIM SPACE i INSTALLATION ANCHOR L1-1/8' MIN. RB SCREW EMBEDMENT q 1-1/8 MIN. EMBEDMENT 411,7p REDGLASS CAULK. BETWEENSTUCCO JDOORFLANGEOR SIDING - L SHEATHING BY OTHERS SLIDING GLASS - DOOR FRAME SHEATHING PERIMETER ItEaO B7 OTHERS CAULK BY OTHERS SHEATHING PERIMETER BY OTHERS TEMPERED GLASS CAULKBYOTHERS STUCCO. cTYPJ STUCCO OR SIDING TEMPERED OR SIDING BY OTHERS GLASS CTYPJ BY OTHERS SLIDING GLAS$ DOOR A . n -t fi - - INTERLOCK . L` _ •: _ DOOR r ,_: rf;,• HEIGHT SECTION B-B HOOK STRIP DETAIL Lo 1 DT4 uDERS _ . . l: t>•-.% +I t I II f DOOI 'NTCRIKN.IMIMl1M ALLOT L0L1 Z1 RRI1_1/r WO S MjA MAT u tf TIALL.TCMT LENGTH HISRS70TACMLICL _,SrNREDF M U FICIELTwT7APCDMTYPETNLTALLATOr _V,. y 7fALLATIDICANCWRC—AT c. DAR CU T S MET-Va tNTO NA NRi f9 CO CREtL' . j W Bt- OTC TILICONIZED ACRTLIC CAULK REMIND D T fL SEft AT HEAD L EXTERIOR SfUSESILICONIZCDACRTLICCAUL, fQl KRIKTCR SEK AROlNO CzTCRIOR [f DOOR.. L) U [zKT DOOR SIZE IS MOT LITTCD IN AKIOI CHART. USE ANCIdt WAhTIrT LISTED UITM KXT SLIDING GLASS / , LARGER Sr_ E. fCR TK AiPROPRiAT D[sIfJI T'RCSSURC RCO'0. 7) fCRMCZCTOmILIZLSUSECLOSESTRTPATSDOORSIZELCOKIfLRAT1O1TOfiN[S)R.0 [TENiT4 DOOR _FRAME T B B RAC£ IRLTALVTION A=$. IN rRONT OF )mc STRIP AS SNOB SILL R) fiA2T TNILRNETS NAr WART RR REOUIRD GLASS OF ASTH E1700 CLASS [IORTL 7) DOORWITITSSRDKDUSINGTEMKRCDCiASsWTINGLEGLAZEDORINSULATINGGLASS. ID) JANR /SILL [p!N[RS ARE TO K SEALED VITN A SHALL jllArt LCAN fCALCR. I II> TnIN AT REO'L AT U SET ti INS TALLATION ANCNOrti wa. ALLOrARLE SHIN SIACz TO 8 VA'. e l2) III. L INStALLATICN ANCHORS MUST u nAIK Of r.]RRO!C'. RESISTANT NAT[RIAIi. A [RI vNCRE • R• REPRESCNTS AW1ND RAKL AND 4 R0IIESLNTL flzCD PANEL AMRGNLD CY ItuRAilCNiARCASLISTEDfNAKINCHARTfiIRA[x IY iMif SNCCi. Iq N77ALL [C.)i IGURATIONS LISTLD AROvC ARC TOWN ON iNlS DRAWING. MvEvER IOVED tION fiEXTERIOR ELEVATION SCCTIIR+L •A -A•, 7d' a MFOI STRP DEULL APPLY TO R,ziALLAT[I7 IS ALL A -PR OVED EMBEDMENT cOKIfiAATtc72 A 0 A 1-1/a' HIM. 2 PANEL DOOR SHOWN /S> fLOR1DA CzTRUDERS' IWD SERIES riiDlK fi.ASi DOOR K SON 7NEz PRD1T ALSO AM'=u T7 2Dm SLIMES AND SDD SE W T Q A A t, REvDESCRIPTION DATE INI ExTRIiDERS LIBERALLY APPLY , F O P I D A IN. T' INC. SANFORD FL. CAULKING UNDER L. IN SILL INSTALLATICN ANCHOR DR SET SELL. IN BED TT1'I:E: SLIDING GLASS DOER OF C?TC.'< ETE 3/16• 91A. TAPCON INSTALLATION WITH €S SCREWS SECT -ION A. - A c PP.04'ED BY: Ft 1 2002 I ( i ATE: iv-.7/Oi ISCALE: NTS JDWG. #%EnkV Vl EF I 8 SCREW INSTALLATION ANCHOR. .CHART MINAL DOOR_ QUANTITIES 1N HEAD & SILL QUANTITIES IN EA. JAMB IQUANTITIES IN EA. HOOK STRIP SIZE AND DOOR SIZE LIP r0 a6 PSF TO 61 PSF TO uP TO 46 PSF TO 61 PSF TO 60 PSF 70 PSF UP iO 45 46 PSF TO 60 PSF 61 PSF TO 70 PSF NF.I;'TIONF406i 45 PSF 60 PSF 70 PSF 456PSF PSF 3 Xx. Ox. XO 48 X 80 6 6 6 88 8 4 44 8 Xx. Ox, xp 60 X 80 6 6 6 8 8 8 8 q q q 6068 XX. OX. XO 72 X 80 8 8 8 8 8 q 4 4 8068 Xx. x. XO 96 x 80 10 10 to 8 e8 e 4 a 1006 Xx Ox x0 120 x 8o 6 6 10 10 _ 5 • 5 5. 5080 XX. X. XO 60 X 96' 6 8 8 10 10 10 5 5 5 6080 Xx, x, XO 72.X 96 8 t0 10 10 10 5 5 5 8060 Xx. Ox, x0 96 X 96 10 10 10 10 t0, 5 5 5 0 80 XX OX xO 1 120 X 96 ' 6 6 12 12 12 6 6 6 50100 XX, OX, XO 60 X 120 6 8 8 12 ' 12 12 6 6 7 60100 XX, OX, X0I 72 X 120 8 12 12 12 6 7 8 0 XX x x 96 X 120 12 12 8 8 8 q a a 9068 0X0 109 1/8 X 80 12• 8 6 8 4 q 4 12068 OX 145 1/8 X 80 14. 14 14 8 8 6 4 q 4' 15068 OXO' 181 I/B X 80 16- 16 16 10 10 10 9060 OX0 109 1/8 X 96 12 12 12 10 10 10 5 5 5 12080 QXp 145 l/8 X .96 14 14 14 10 10 10 5 5 5 15080 Ox0 1 181 1/8 X 96 12 12 12 5 7 B 90100 OXO 109 1/9 X 120 12 12 12 7 g 120100 x0 145 1/8 X 120 4 a' 4 8 B 8 a 4 4 9068 XXX 106 5/8 X 80 12 ' 12 12 8 q q 4 12068 XXX 142 5/8 X 80 14 to 14 8 8 8 4 4 4 15068 xXX 178 5/8 X 80 0 10 10 5 5 5 9080 xxx 106 5/6 x 96 12 12 12 10 10 10 5 5 5 12080 XXX 142 5/8 X 96 14 14 16 10 t0 10 55 5- 5 15080 XXX 178 5/8 X 96 6 1 t 1 7 8 90100 XXX 106 5/8 X 12Q 12 12 12 e t2 12 12 I 6 7 8 xxx 142 5/8 X 120 A a 8 8 8 a 4 4 l0068 OXX6 119 5/8 x 80 12 12 12 8 I8 8 4 q q 12068 XX0 143 5/8 X 80 14 14 14 8 6 6 4 q 4 16068 XXO• 191 5/8 X 60 18 t8 IB I 1 Xx 12080 & Z x 143 5/8 x 96 12 14 12 14 12 14 to 10 10 10 5 5 5 5 5 5 16080 OXXO 191.5/8 X 96 18 18 18 10 1010 12 t b 8 100100 Oxx 119 /8 X 120 12 t2 12 12 12 12 6 7 8 120100 OXXO 143 5/8 x 120 14 I14 I14 12 12 2 6 67 8 160100 OxXO 191 5/8 X 120 18 18 19. 4 1 Xxxx a X 12 l2 I l4 12 14 a I ,+, s 8 q I q 4 12068 XXXX 141 1/4 X BO I14 B 8 8 4 4 4 16066 XXXX 189 114 X 80 16 16 16 1 1 oo8o XXXX lI 1/a x 6 2 12 12 I to Ii0 I5 I5 5 12D80 XXXX 141 1/4 X 96 I 14 14 14 is 10 0 5 5 5 116050 Xxxx 89 1/4 X 96 16 16 6 to 12 12 c 7 8 i00100 XXXX 117 1/4 X 120 12 12 t2 14 12 12 12 7 9 120100 XXXX 141 1/4 X 120 14 14 I 19 6D100XXXX391/4 X !20 6 6 rr h1 - cy M-NIN!: V/T\.-'O. ! U3UCK USE SAME PNC'U, v%•N .Ti=_ EXTRUDERS FLORIDA INT. IN. SANFORD. ''L. MI SLIDING GLASS DCOx INSTALLATION :IT- p8 SCK S Biti2/2i/ 0l tIvl_ MASONRY OPENING pT O-M:ERS CAULK BETWEEN DOOR FLANGE — L VOOt BUCK PER]HETER - CAULK BY OTHERS STUCCO BY 07tLS7 V SHIM AS RE'C'D SEE NGTES) CAULK BETWEEN vOOD.BUCK L MARS',. OPENING 1 BT OTr.COS 4 X . v INSTALLATION ANCHOR a8 SCREW (TYP.. WHERE— TAPCONS ARE NOT RED'DJ v SLIDING GLASS IDOORFRAM( SILL 7 INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR RB SCREV (TIP. WHERE ONE BY WOOD 7APCONS ARE NOT REO'DJ BUCK BY OTHERS F1 1/4' MJK I EMBEDMENT SLIDING GLASS DOOR FRAME 1/6. NAIL JAMB o I I SHIM SPACE 7G.LASS DOM FRAME HEAD TEMPERED GLASS (TYPJ DOOR HEIGHT 79 EMBEDMENT A )-I/c' HIM A A D D LIBERALLY APPLY —/ \ CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR Cl CONCRETE 3/16' DIA. TAPCON SECTION A -A Q TEMPERED GLASS CTYPJ PERIMETER CAULK BY OTHERS S.G.D. VIDTH FI/ 4- MAX SHIM SPACE 1 1/4' MIN. F----EMBEDMENT 0 ( ONE BY WOOD I BUCK BY OTHERS CAULK BETWEEN V WOOD BUCK L MAS'Y. OPENING BY OTHERS SHIN AS REO'D. SEE NOTES) INSTALLATION ANCHOR 3/16' DIA. 7APCON CAULK BETWEEN DOOR. FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASON OPENING BY OTHERS INSTALLATION ANCHOR CAULK BE7VEEN 3/16' DIA. TAPCON WOOD BUCK L RVLS'Y. OPENING BY OTHERS 0 C AULK BETWEEN SLIDING GLASS DOOR STRIP L HOOK STRIP G BUCK 1-1/6' HIM EMBEDMENT Q J-- ONC WOOD BUCK BT OTHERS STUCCO BY OTHERS B.O.A.F.TEHPERED GLASS CT YPJ SECTION AMNACiTURERR SLIDING GLASS DOOR r• , , n. X T ' •5 INTERLOCK MASTER FILE # HOOK STRIP DETAIL A 1) DOM MATERIAL, ALWIHUK ALLOT 6063. 23 TAP=K TYPE INSTALLATION ANCHORS NUW K Or SUrrICICMT LENGTH TO ACHIEVE Him. EKSCOEHT Or 1-1/A' INTO NASDNRY OR CDNMIE- 3) ALIEIAPC01 It lAPOR DN INSTALLATIONNSAONBACKECANCHCimis q[T TO BACK IN ALL rRIV[ HENICRS SI USE SILICODZED ACRYLIC CAULK KNIND DOOR /LANGE AT WAD a JANDi6) UIC SILICONI2CD ACRYLIC CM K rOR PERIMETER SEAL AROUND EKTERIOR 6 DOM7) A EXAM o00R SIZE 12 NOT LISTED IN ANCHOR CHART. USE ANGER OLA lITT LISTED V1TN NQXT rDR Po S12C. rnR SIZESAPPROPRIATECLOSE RESIGN PRESSURE RC7iD) PLACEPOCKET DS S72ES l O CLOSEST tIPASS DOORW SIZE L 00 GLASIS CON TO'rIHIS)ED.OPEKING. KASS ,APEDNS. IN y WA K HmK UR1P AS SHDWKGLASSTHICKNESSMAYWARTPERKOUIREMENTSRAST" EI3G0 GLASSSHOULD K10) All rACTORT APPLIED ROCS Nm DESIGMATCD rOR iAPCOM ANCHOR SHOULD K r1LL[D VI7N AB SNKVS g g Or sUrrICIEHl LENGTH 10 PROVIDE NIK 5/t' ENDEIPCM INTO WOOD SUCK. la, DOOR UNIT SS APPROVED USING IEWCRNO GLASS am SINGLE GLAZED OR IKSUL47ING GLASL 12)- .0AHR / SILL CORNERS ARE TO K SEALED VIIH A SKULL JOINT SEAN SEALER 13) SHIN AS REG•D. AT E.. =1 Or INSIALI/TIDH ANCHORS NAz ALLW.RLE SHIN S74K TO K 1/4'. IN ALL I",: ALLAY ION AHCHDRT MUST BC MAlE Or CORROSION RNSISTAN, mATERIALS. WHERE 'z• RE RESEN72 NO PANCL AND '0' REPRESENTS FIXED PAHCL APPROVED A CODE IGURATIONS ARE AS LISTING ON ANCHOR CHARY ON BACK O' ,HIS s)EEl. li) NGl µL COHr IGWATIMS 11STC0 MOWN ARE SNOWN OH ,HIS DRAWING. HOWEVER IMTALLAItO EXTERIOR ELEVATION - SECTIONS 'A-v, •D-D' L NOOK STRIP DElAll APPLY TO INSTALLATION !>< ALL APPROVED 2 PANEL DOOR SHOWN C.S,l RATIONS. i7) INSTALL LP[ TAPCOH IN EACH PAIR O' FACTORY APPLIED WSTALLATIDH HOLES UNLESS NOTED D,HERVISE ON ANCHOR CHART. SCE OR SACK Or THIS &MEET. AL50 APPLIES 70t) rLOUDA EXTRUDERS ION SERIES SLIDING GLASS DOIS S+OVN. THIS PRIN, 2000 SERIES AND 500 SERIES REVS DESCRIPTION DATEJINI t PID A INT NC PS SANFOP.DrtrrE—: SLIDINGGLASSDGGRINSTALLATION WITH TAPCONS DRAWN BY: BB APPROVED BY: 4• nrlrrn I. I 1 n.•nr.lf/7T; /ni ler.)r. NTt nle - r. rvnn?) fC L F K TAPCON ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD L SILL OUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 60 PSF 6l PSF TO 70 PSF SIZE AND SIZE CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 4068 xx, X, x0 48 X 80 3 3 3 4 4 4 3 3 3 4 4 4 5068 xx., Ox, x0 60 X 80 3 3 3 a 4 4 3 4 5. 6068 xx, X. X0 72 X 80 4 4 4 a a a 3" 4 5 6068 XX, Ox, x0 96 x 80 5 5 5 4' 4 4 4 3 a S 10068 xx Ox x0 120 x 80 6 7 ) 4 5 a 4 56 5080 XX, Ox, x0 60 X 96 3• 3 3 5 a 5 6 6080 xx,•Ox, xO• 72 X 96 4 4 4 5 L!_ 4 6 6 8080 XX, Ox, XO 96 x 96 5 5 5 5 4 6 6 00 0xX OX x 120 x 96 6 A 7 6 6 6- 5 6 50100 xx, Ox, x0 60 x 120 3 3 3 6 8 60100 xx, Ox. XO 72 X 120 4 4 4 6 6 6 6 7 (DI) 6 8 9 0 xx x x 96 X 120 5 5 4 a 4 3 4 5 9068 OXO 109 1/8 X 80 5 6 4 3 4 5 12068 OXO 145 1/8 X 80 7 17 9 (D2) 4 4 4 15068 OXO 181 I/8 x 80 8 4 4. 4 4 6 9080 OXO 12080 OXO 109 1/8 X 9 145 1/8 X 96 7 8 CDlI 9' S 2> " =5'= 5 5 15080 Ox0 90100 Ox0 181 1/8 X 96 109 1/8 X 120 8 5 5. 6,;.,i 5 b-•.,':::i151;:u 5 5 cDll 4. 6 fi 8 6 0 I20100 OXO 145 1/8 X 120 7 6 6 7 (D1) 6 3 8 4 to 55 9068 XXX 306 5/8 X 80 5:-,•. _ 4 - 4. 4 3 12068 xxx 142 5/8 X 80 7 7 8 (D1)L 4. = 4' .- 4 a 5 1506 xxx 178 5/8 X 80 8 1 4 a 4 5 4 6 6 9080 xxx 106 5/8 X 96 5 5 6 5 5 5 4 I 6 6 12080 XXX 142 5/8 X 96. 7 8 (DI) 9 (D2) 5 5 4 6 6 15080 xxx 178 5/8 X 96 8 cm) 5 5 5 6 8 10 90100 XXx 106 /8 X 120 5 6 6 6. i 17 I 20100 xxx 142 5/8 X 120 7 na in. < 6 6 3 10068 0xxO 119 5/8 x 80 6 6 7 (D1) 4 4 4 3 a 5 12068 OxxO 143 5/8 X 80 7 7 8 cDl> a a 4 3 4 5 16068 OxxO 191 5/8 X 80 9 t0 <Dt> 12 cD3) 4 4 a 4 b b 1 XXU/tl 7b I b- b 7 (D1) 5 7 5 15 4 I12080OXXO1435/8 X 96 7 8 cDl) 9 tD2) 5 4 6 6 16080 xx0 191 5/8 X 96 19 n i is .( ) 5 5 6 tfII i (Dl) 6 I 6 0 IOUI00 XXO 11 5/8.X 120 6 7 (DI) 6 Di) I 6 t 8III7 (DI) 6 I 8 10IO 160100 xxO a1 1 5/8 x 120 10 (DI) 13CD04) 16 (D7) 6 6 17 I 82(DDa) I 4 3 4 5 16068 XXXX 189 1/4 X 80 _ 9 cDl) 0 (D2) I 4 4 4 6 100B0 XXXX II it 1/a Xx b 6 7 (DI) 5 5 5 4 6I 6. I12080xxxx1411/4 96 7 8 (Dv S (D2Y I I 5 4 6 6 16080 xxxx I 189 1/a X 56 5 cD.11 1P ( A) 1( s) 5 5 CDll 6 8 l0 100100 xxxx ll7 1/4 X 120 4 6 7 (DI) 6 6 b 6 i (Dl) I 6 n8_fI 10 i=0I00 xxxx 1141 1/4 x 120 7 8 cDl). 10 (D3) I 6 7 (D1) 10 160100 XXXX 199 1/4 X 120 10 (D2) 13 ("_5) 15 (D7) 6 itit 1" U y. m2_1EEro FC 2, ANCHOR NOTES: I) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'DI' THRU 'D7' DESIGNATES IN WHICH SIZE L CONFIGUREATIONS TWO TAP -CONS ARE REWD. 2> 'D1MEANS, INSTALL TWO TAPCONS IN ONE SET•OF INSTALLATION HOLES. 3) - D2" MEANS. INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) - D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) ' D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) - D5- MEANS, INSTALL TWO TAPCONS IN FIVE. SETS OF INSTALLATION HOLES. 7) ' D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) ' D7' MEANS. -INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD L SILL SHOULD BE PRIORITIZED AS FOLLOWS: A FIRST ADJACENT"TO INTERLOCK 0R BUTT STILES IN HEAD L SILL. B: SECONDLY, AT EACH END OF HEAD L SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD L .SILL OTHER THAN AS LISTED IN A L B. 10) LOAMBSOSHOULDADDITIONAL PRIORITIZEDTAPCONSASINFOLLOWS, A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, _ AT EACH END OF JAMBS NEAR HEAD L SILL CORNERS. G LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A L B. EXTRUDERS F I R I L A LINT. INC. SANFORD. FL. Tmc SLIDING GLASS DOOR TAPCON GLASS CHa2T E;-z? IVILi - d7: ec ALUMINUM CORPORATION EFLANGEGENERALVERTICALMULLION .DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 37.000 48.000 53.125 19.125 26.500 30.500 wow. wTH. > WDW. HGT. V 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 101 50.625 138 109 . 91 85 85 70 63 62 54.625 108 85 78 55.625 102 80 73 65 59 58 43 37 36 63.000 69 53 48 27 231 22 72.000 .45 34 31 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 & APPUCA7701V ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020035 SUITE 250 JAN. 11, 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 805-0365 / FAX 407 805-0366 T CJ / • r L/ 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 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020038 SUITE 250 HEATHROW, FLORIDA 32746 BAN. 11, 02 01-1201 PHONE 407 805-03651 FAX 407 805-0366 3Wrj N"' GEN-0453 SEE NOTES —1 2 & #3 I D G MULLION INSTALLATION ANCHOR ANCHOR D BRACKET TYP.) D WINDOW FRAME SILL 8 SELF TAPPING D CTYPJ SMS (TYP.) MULLION D a 1-7/8' INSTALLATION ANCHOR BRACKET. v ANCHOR TYP.) a D . MULLION DIE NO. 1447 _ _ a B. 0. SUBSTRATE v. ACTR NAME: MULLION DIE 1447 N L LU D 1-7/8• WINDOW HEAD TER FILE # v u FRAME TYP-) SECTION B-B D SECTION A — A 1 NOTESMULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAI) TO SILL. . 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. A CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INT CONCRETE OR MASONRY. 3) IN WOO FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS B B OF SUFFICIENT L-TH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT. INT WOOD FRAMING. A 4> MULLION ATTACHMENT 'IN SECTION B-B IS. TYP. AT .IAMBS. GENERAL ALUMINUM- CORP., CARROLLTON TEXAS 1''•; '•'•' • T j[ ARI LES FIN HORIZONAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1447 A Pu DRIB BB VDi----DATE3/17/02 EXTERI R ° ---=E E/ATIENMATLr• DWG MaS° ts/FTr SCALE HALF GEN-0453 Xi TECHNOLOGY CORP.. 230 1Ni[RNATIONAI PKWY, HEAT FROy; FLORIDA 32746 PHONE 407-BOS-036Y FAX s07-BOS-0366fPIKpJREh.- PROOI Tk ti GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM MULL SPAN> WDW. HGT. V 51.000 59.000 72.000 94.000 1j25 25.000 232. 157 93 38 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 1.27 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 "r 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 407 805-03651 FAX 407 805-0366 CA020040 12-Jan-2002 01-1201 D'MG NO: 4-0450 MU LLK ANCH( BP,ACKI WINDOW FRAME JAMB TYP.) STALLATION JCHOR YP. ) 8 SELF TAPPING SM S (TYP. ) MULLION ANCHOR BRACKET NI ULLI ViJ DIE NO.. 1448 MULLION- I I DIE . NO. 1448 I II I I II I i II I II I II I I INSTALLATION ANCHOR TYP.). SECTION A— P, ° o — o a I —- I SEE NOTES 2 & #3 SUBSTRATE A a T I 0 N B— B.? ;PSEC . CENT R.-il, F1LJV' A Bo Oo .L FI . .. MANUFACTURER NAM EXTERIOR ELEVATION NOTES: MASTER FEE "' 77 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE. MULLION, DIE NO GENERAL ALUMINUM CORP. 1448, WHEN USED TO MULL SINGLE HUNG _AND. OR PICTURE WINDOWS SIDE BY 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 DETAi_ 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 APRW: —_—_ DATE: 3/17/C SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD owc No: FRAMING. SCALE: HALF MATL• __-- GD.—r_.-_0 PREPARED 87: PRODUCT TECHNOLOCY CORP.. 250114TERN MNAI PKwr. HEATHROW, ROR10A 32746 PHONE +o7-6O5-0365 FAX 407-•_;S-C=!` GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 y . 1 FIN VERTICAL S.H. SIZES 53 125 WDW_ WTH. > WDW. HGT. V 18.000 506 319 263 129 24.000 427 262 213 102 30.000 39 0 231 486 87 36.000 379 215 171 78 42 48.000 379 206 qo 36 379 208 160 66 34 36.000 44.000 48.000 60.000 72.000 72 57 48 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 d APPLICATIONENGINEERING, INC- 250 INTERNATIONAL PARKWAY CA020037 SUITE 250 JAN.11, 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 805-03651 FAX407. 805MM fie ., ,l)• Y GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL P.W. SIZES 30.000 43.000 56.000 63.000 72.000 88.000 WOW. WTH. > WDW. HGT. V 28.000 565 565 565 565 565 565 378 378 378 378 378 32.000 380 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 CA020038 HEATHROW, FLORIDA 32746 JAN. 11. 02 PHONE 407 805-03651 FAX 407 805-0366 01-1201 a. i ai. (^ :.... x 0.•"'iy'•'.. .•ti". F: to . i 1. TESTED IN ACCOEDNCE WITH STANDARD BJI tDING CODE. CHVPTER 17. TO A POS111 VE VO NEGAT I VE37.5 PSF. 2- DASH MXB 1 REPRESENT VARIOUS SECTION HEIGHTS. 3. FOR SECTION 7' HICH DOOR SHOWN. 6' HIGH DOORS HAVE FIVE SEC TIOS. 4. SECT ICN HEIGHT OF 20.612. 19.00 4 16.75 ARE AVAILABLE AND ANT BE USED IN CO.91NATICN 10 ACHIEVE VAR I CL15 HE I CHI COOi3. 5. DABOSS)EM PATTERN OF 14.50 X 20.375 9-04N. ALTERNATE PATTERNS CF 12. 50 X 43.375 AND 12.50 X 20.375 MAY BE USEED. 6. 70RSICN SPRINE:S gOrM. EXTENSJCN SPRINGS AVAILABLE. 7. USE THIS BRACKET, REF. PIN 405964-0002, ON 8' HI GIN DOORS ONLY. PANEL B. WINDCAY MAY BE INSTALLED IN TIE TOP SECTION OR THE SECTION SECTION IA4.£DIATELY BELOW THE TOP SECTION. T 9. THE STRUT PLACENENT ON Er.ICRSCONSTRICTED WITH 5 OR MORE SECTIONS IAJST BE CONSISTENT WITH THE DOCK SYPYJ. THE STRUTS FOR THE ADDITIONAL INTE FILE A REY 6 - El SEC11O s ARE TO BE PLACED AS SHOWN ON THE THIRD SECTION'. 1 3TER Ia. THESTRUT PLACEMENT DIApNSION ON ALL SECTIONS LESS THAN 20.912- REDLCED BV 7FE DIFFERENCE BETWEEN THE ACTUAL SECTION HE1047 ! 20.812'. IT. SCREW PM 605971-0001 IS A 1/4• DIA X 5/3' LONG TYPE AS HEX HEAD I.ETAL SCREW 12. POST TO BE INSTALLED ONLY WtEN HIGH WIND WARaINLS ISSUED. 13. STRUT PLACEAENTS CAN VARY :3'. 14. Oi3VNil Ir FOR L00(S CAN BE 0, 1, OR 2. 968, TRAOC END HI NCE / 4 93 DOO II 2• X 6• WOOD J= 2• X 4• WOOD JM9 OR EOUI VALENT PM 405964-0001 1/ 4' TRACK BOLT 5/ 16 X 1 3/4' 5- REF 0 LAC SCREW 1 DETAIL ' E' BO SCALE: 1/8 WEATHERSEAL SECTION ` C-C' 3 1/e 2- X 6• WOOD J" 2X t• WOOD JJWB D' SCALE: 1/2 OR Eau1vALENr. 9 THK ( VERTICAL) FIXTLRE i TRACK j COUNTERBALANCE k 84LANCEIL4WI 12 R OPTIONAL SPLICE IN AL TRACK AT 407605-0004 •C' TOR1OF TOPOFRADIl.6 TYP 2 PLCS 40482E-0003 D' TYR 2 PLCS 405964-0002 407605-0003 TYP 2 PI CS 404828%003 DPENINc 1 vAR: IEIDrt ES, TYP2 PLCS I 1815 405964- 0002 a7 H4000650-0001 I 1TYP3PLACES. CEO+IL IEIcxT..... _..____' --. -"_' ""-. -407605'0002 iTP..2.. PLCS..._-.. ... 046450-0003 404825-0003 TYP 2 PLCS 5.00` 36.00 E , .B' OPTIONAL WINDOW DETAIL SCALE:3/ 32 400650-0 SHAFT HS- TOPONLY SPRINC ANCKR BRACKET STMIOARD TRACK DETAIL FOR 16' 405771-0001 P/N 404B28-0003 SCALE: - 1/16' • T' 16-0• A4VC. WIDTH- SCALE: t/18•= 1• SERIES 280 TI- RU 289 ARE EOUIVALLTIT COVSTRLCTION 25CA STEEL INTERIOR ELEVATION SERIES 180 ARE, SAW COVSTRLG'TICN AS SERIES 280 ONLY 240A STEEL AND DID CAPS DOCK TESTED WAS 281 SERIES. DOOR NIgTN CENTER $ TILE EW STILE STRlR3/SEOT. ROLLER YER" EER LOADT) tJ 16' 3SINGLE I YES 2• X 7/16- 049- 100 STD. 409327-0001 M WAwOiOI rWWIGY Olpwlli sl Mf I.. = sm u IIOWO. a IK.fq em. m.w.w r 0004'DIoO Ai W W Oli rY•m Olt. OO.W 4f IPmm O 10i A Yw)AYlrf rla wlol av . rmN•Kr OQr It w rK. LER ER STILE PET 408680- N0004.5.6a2 3 PLCS) 407603-0001TYR2 PLCS M SEE NOTE 4 TLJRE GEw r{ -- 1 7/B' THK. SECTION •A -A' SCALE: 1/4 F' 061601-ODOO <I ' DESIGN` tOAD 21.88® ( 7--D• SFIOWN, FST LOAD 37.5 PSF ± a•- o+ AMX. HE IGHT y 21.57® C' t2' 114. wa 405771-0002 - 'N J04828- 0003 1 SERIES: 2S0 k 180 V0-1,. • M.t'NI$ 01/13/ 95 RESI SDR 1a'-1' UAX I.,wlu: -.. WIDT IL-IDL.AD N/A DAVID FAW 02/19/ 98 ISM 409335 ttO•E„ E/Ia4- DAV ID FAW alga- 3 6 0575 AT•L±HCR W / O LAG SCREW 1 S/o 0 LAG SCREW 6.04 IP/N 409328-0001 PLATE.HIASSP I I 0 STRUT y I lDOCKSECTION 0 I A 2 J/16 106 THK. 32 0 U01 070 MIN P/N 401199-0001, TOP FIXTURE ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 0575REEF T 0 0 O O 6.00 L O O 11 I S.0" PIN 409331-0001 PLATE. FLOOR 1/4-20 HEX I O 1 DOOR ISECTION 7• HIGHDOOR ELEVATION POST ASSY SHOWING FLOOR PLATE PIN 409326-)OOX POST ASSY. VERTICAL LOOK 101 2 tt/32' 091 MIN 0 0 J 9/16' O O O O O 2 7/V PIN 405771-XXXX BOT. FIXTLiRE FOR 180/280/290/390 SERIES ATTA04 TO DOOR WITH 3 SCREWS PIN 605911-0001 t/8--i- 25 F 1 LEtJGTH = DOOR WIDTH - t'-+y 1 7/8 5/8 MIN THK - PM 400650-XXXX, ROLLED HS-X STRUT PART N M3ER IN.TH( STRUT 400650-0001 .030 1 HS-1 _ 400650-0004 .020 1 HS-0 0 o o 2T1 O _ O J 4 5/8' M PIN 061601-D000, SLIDE LOCK ASSY 2 9/32 . I t.070 MIN ' 0 O 0 _ ' L-t 3/4' 4 3/8' 7 3/4•---}-w{ 3 3/ L—fo000 070 m1 . H. I o o 2• H o 8' O 7 /16I 0 O 0 I - . 108 MIN— .108 MIN-4- 3 3/16 P/N 405964 6: 046450. BRACKET, SCAB PIN 405964-0002. BRACKET, SCAB JOINT PIN 407603-0001. CENTER HINGE t-- PART. NJ.601 STEEL DOORS ATTACH TO DOCK WITH PIN 407605-)000(, END. HINGE 405964-0001 13 4 SCREWS PIN 605911-0001 RESID. STEEL DOORS 1 O46450-0003 P PMT NA6EP N 407W5- o001 .65 - SCAB BRACKET DETAILS 407605. 0005 1.35 [- 4. 2. 765•{ 156 DIA 407405-0004 1. IITTAOH013 TO 1. 60 L ATTACHTOOOCTRWITH1.80 _I, ilJI1LLF 1 EF C € i E` O r r r': ` 1. ° ' c & D F ff 4 SCREWS .PIN 605911-0001 1_f • t 4 . ES L ,. C e : 1p' 3. 00- 1 .375 DIA +y -.44 .44, - P/ N 404828-0003 ROLLER ASSY, TR-1 PIN 608069-0001 PIN TR-1 ROLLER LOAD: 50 L8S. MAX. rM & W HEAD EhD CAP 408794- 0001,2.3 TER STILE STD CN 180 SERIES PM 408630-0004,5,E -- PpT.. REQ'D ON-.280. SERIES-. t 25 187 J.. 25 F 2.50 REF . NG Iv..lr O O o O T II i I I 7r\ 0 4. 00 p F SCREW i 375 DIA P805911-0001 OR 4 M HOLES PIN 605879-0001(SELF-DRILLING("'- '•:'./" c'1`'• P/N 468879-0001 LINK PIN 408876-0001 S7FFCRT SECTION 'G-G' FLOOR PLATE STEEL STRAS - •: 16, WIOE D(X7t$l O Iw YOfe YI^.Om w1ImQ N1 OEM IpI{wl® r 4v , u1 4v.mm s w w<ui ssam .om...i tsMe4 am, au sim u . 4ti. WA N7. 6 SFRIFS 260 ! 180 O1/13/ 6 RFSI STL OR 16 WIDTH.KINDIdAD o2/la/ 96 e... 409335 (} 02/19/ qa a. 3/ ;1 tat 2 s 2 E i' 111 Y Eau Tq.A-NUAC- TURER NAB THERMA o TRU mtAs6 CRAFT tNS1 m &o =OGLE AND DOUBLE IMM tA'AUf SIDEUTM 9VSUAAT®-FBSWLASS DOOR WfIH WOW FRAMES GENERA NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MWMI-DARE COUNTY. Z WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS To THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGII-ED PRESSURE RA17NO SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REOUFXUENTS FOR MIAUI-DADE COUNTY. v. M".I-DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. 111 ff= ItB oB 9..".51 d-ado sr . Door & SIdeMe Leaf Construction: Fiberglass skin 0.127' minimum thickness. SMC Fy min. a6.000 psi Fo sheets 5deTite.• Fiberglass skin 0.070' minimum thickness. SMC) with yield strength Fy(min.)_6.000 psiedesign: Polyurethone loom core. withf.9 lbs. density by BASF. p^ c{ion The panel skin is constructed from o 0.127' thk. sheet moWoud (SMC). ti ie interior emirs tiled si0 1.9 Pos desity BASF Du foam. The paid fag aheea ore Oued to the, wood stk s. r)sandro ond Age sties ae LVL a M The krtch st& such is 1.426( x 4A9 .. is the kddh reidoruaxnmL The tap dnd- bottom roi. ore d a wood ar(ruuded materielInthedoubledoorappfrcationfipinaclAdearafelted +rkh on actnbeo olarinam astragd of 6060-T6 auay. f Dss The ha.-e js constructed from forger joustedwidex125thiefTheheaderajoandtotheside 3 shdeRe 2 5 P . Scrers of s at side. The t The tnu s jarred to thesde ' 2 8 x ZS Pf71 Screws d each side. The mafis are secured in a opp6wtion using 8 x 2" M9 PBt Wood Saers (6) sqM Pneach .A. The arils use on „wn9 tlresfdd aKmuug 5.75" x 1.548' SUCs tip Life - 0A size is 21.656' wide x 5&093 saved w x 1.5 Long Tek Satyrs. The homes ae sealed with srsooro caaOrirg (Dar 7g5) to side6te pant ad to the gtra SideRe 6gift. SMC Lip Life with yield FbwVtl Fy(roi2)=6.2W Psi t PVC LIP Lite with yield etragth Fv(n )--ZT45 psi - O1 size is 9Z5" wde x 65.85 hgh :treedw/(16) /8 x 1.75 i'}}wlggps Pan Head Srns. The Coma are seed with s calking (Dow 795) to sideik.ponel ad to ew gloa. Wegrd Flush flared - The sidefte sash sd2 lace en wet h e ( the insulated Giass. Do gk=% TABLE OF CONTENTS J SHEET / DESCRIPTION 35.75' MAX. I PANEL WIDTH I' MM J,. La 7Eu Lxi 14.869' c Z'- MAX.- U a d WIDTH x dao, 00 oOo n on in n rO1. al on N 1- 01GL INSIVING UNIT 74.5" OVERALL FRAME WIDTH 14.869' iACMTnff hu 0. MOTH aomnoLRWR SEE DETAIL A' SHEET 3 105. 62 MAX. OVERALL FRAME WIDTH 36.625" MAX. 15.5" MAX. PANEL WIDTH FRAME WIDTH W/AST K 13.9375 MAX. SIDEL1iE WIDTH 9 9 M 7.125' MAX, D.LO. WIDTHMAX:IP. UFE 7.0 AD.LO. WLD.* INTEGRAL UT 14: 869' 14.869 MAX MAX D. L.O. WIDTH Whyy 7r % N3G7T1lE 9 DETAIL A' SHEET 3 DOUBLE W/SIDE7 RFS IN_-,ffNG W A&& 1ANION r 68.5' MAX. OVERAL THE INTERIOR ir- III 14:869 i. D. L.O. WIDTH x o. A Ci x 0 rn o On It DESrA PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT f5 NEEDED) WITH OUT SURFACE BOL73 WITH SURFACE BOLTS UNIT TYPE & WINDAMBER 0 ASTRAGAL g WMD.IAMBER 9 ASTRAGAL SINGLE 67. 0 PSF - 67.0 PSF ZZZZ DOUBLE 47. 0 PSF - 47.0 PSF 65.0 PSF - 65.0 PSF DOUBLE WITH SISIDFIITES WITH 47. 0PSF - 47.0 PSF e 65.0 PSF - 65.0 PSF 0 0 O O CO R Lon_ N 8o N 3Q v wCO a j O m rz rz FRAME WIDTH 15. 5" MAX, U U UW. c 7 O FRAME WIDTH o Z 13.938' MAX. a a. SIDELITE WIDTH y m 7. 125' MAX. D.LO. x WIDTH' UP LITE 7.0' MAX D.L.O. o WIDTH INTERGRAL LJT x f 513. 684.3831 rt: 11 8 AL& NTS ra. er. WLN w_ Of., RW vsnnc wo: 5- 2164 r 1 of f Ir - -- 6 ' f O> N O 00 a oco 0 c guPo o LLj o:o co CIO ZJ3 H w 1.68' MIN. °Q q ° Z N PANEL THK. Q O Q _ _ - . r w tn 6 Ed 8 ° SEE GIAZING a Y: C vwiDETAILS U j48 (SHEET 8) 1 w LU 28 m N I 49 ° 2-141 GLASS 7HK. ----- .. - e o ir 0049 o 29 Cdc m ° 42 - O O Q Q 813.684.3831 IL• 1 1 /8/01 uc NTS ti. er: WLN W- W. RW W w 5-2164 m 2 OF 8 t,.,...,... BOLT 8.0- LG. TOP do BOTTOM (2) BOLTS AT TOP do (2) AT BOTTOM 1.15" MIN. EMS. r25' MAX. SHIM 15' MIN. C-SINK 2 Y 1 3 ® ASTRAGAL G Z y EXIESIO - 15' MIN. C-SINK EXTERIQ W0 O °.: N O of Oavt= o0 iNTERIO ZY DOWLI 53 m 45 S NOTE 3 _ a 7H15 SHEET pp = c aSEEOTE F= 1 do 2 THIS SHEET DETAIL A• OPTIONAL ADDITION OF SURFACE BOLT VZ 3 oa y FZ aZo UZ m Ny O I K Vf U O_0 linW O' U 1 mawez 12 'a wovV) o°O O 0 O O Oo 000Q000rNINTERIOR ZE 4 28 3B 12 3 SEE NOTE z 36 9 10 9 SHT.4 343 S9161 34 2 3 MULLION Wn 1 8/01 - Ti1. THE SURFACE BOLTS ARE AN OPTION ON THE ACTIVE DOOR TO ACHIEVE AJ-1 n Mo. ji j ar; MW N 3 RI ONTAI CROSS SEC7Q O SIDELfTE TO BUCKCROSS SECTION HIGH PRESSURE RATING. r. ;;, 2. THE SURFACE BOLT STRIKE ARE LOCATED AT THE TOP ANDBOTTOIA ` THE THE ACTIVE PANEL AT 2.5" CENTERLINE FROM THE LATCH STILE EDGE C:r`? ° cw_ Mt. RW DRAW*G^* j,.,1oTHESIDELITEOF S(TR)IKES FOR EACH BOLT WERE ATTACHED TO THE JAMB AND THRESHOLD . -7}?t:: , 2164 WRHU2k8 x 2.5PFH WS.i F CEBOLTS WERE ATTACHED TO THE ACTIVE PANEL 3. THE S WITH ( 4) 10-24 SEX BOLTS. w i; v, tlmo 13 V 3B 25" MAX. SHIM SPACE 1NTERIO i a° Y Y Z 48 1 28 N w ^v r: 1 SS SECTION 18 4 LATCH JAMB TO BUCK, NOTES: 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE CLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). Z SPACING FOR 18 x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE MCTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 3, 5' 18.25 54.0' 77.0" 90.25, 92.25. k 94.25' 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5" PFH WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) $8 x 2.5 PF14 WOOD SCREWS AT BOTH SIDE 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 8 x 2" PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0, 23.0.' 40.0 57.0' 74.0" & 90.5" .THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS. 40. SPACING FOR 18 x 2" SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 17" O.C. 7_ WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 110 x 1 3/4" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE 110 x 1 314' SCREW. 8. THE SASH WAS STOPPED IN WITH A NOMINAL 318" OUARTER ROUND MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1" x 0.04" DUl WIRE BRADS AT 2" FROM EACH END A MAX. OF 12" O.C. SEE NOTE 5 SHT. 4 43 SEE NOTE 1 SHT.4 36 0 p0 00 O0 O 0 000 c z go W O lZi J y m < 34 a SHT. 5 SEE NOTE 1.15" MIN. EMBED. 15" MIN. C—SINK i21 NORI70NTAL CROSS SECTIO J HINGE JAMB TO BUCK, 4 NOTE 6 LffRIOS 4 HORIZON7 CROSS SECT1Q,d STRIKE JAMB TO SIDEJD fT. 4 NOTE 25 MAX. SHIM SPACE w p0 000 N W a lT 3Q00 00 F- T Q. T- Enp 00UZ zzoZN0 rf CU Mtn 28 `J 11 613.654.3631 wc. 11/8/01 sw€ ; NTS j ,o®o o cw-M RW jl' LO ow wwc wx S-2164 e sir 4 a f SEE NOTE 3 SHT. 5 Vim` 'TMANUF A V= 8 IL@ i L[8a+1B M_l7 e r frB gT 1 kb 1 ate-- i — Z W SEE DETAIL O 00 00RN2I 6' 6' 6" a ¢ 8 Z 0 t 3"ri 3 63 3 f"3• i. 1 II If 1 I 13 11 11 1 _ TYP. 13 TYP. in m = CL n • SEE DETAIL SEE DETAIL n H TYP N LA• V, ef tn a 2 n 13 N 82 G N T1P SEE DETAIL hm ;5aC" TYP. 13 11313 inv o`Y Typ. SEE DETAIL T1P N H' 04 B B• z A_ a z SEE 1 DETAIL D. 51A _ NP. 1 1. 1 1 1 1 6 3" 3, 3. 6" 6, 6. SEE DETAIL D i i t F ODOR W/SIDE= i'- 6" 6' io tO DRILL THROUGH FOR A 6.357' BOLT DEEP ENOUGH FOR A 2' SINr. F DOOR BOLT THROW NOTE: USE ITEM J13 A /8 x 2 112" PFH WOOD SCREW TO ATTACH THE STRIKE AND DEADBOLT PLATES THE JAMB OR ASTRAGAL EXCEPT m iAPPLICATIONWITHTHESIDEUTEUSEREM J43 A /8 x 3 t 1 2' PFH WOOD SCREW p O SURFACE BOLT ATTACH THE STRIKE - 10 73 STRIKE PLATE PLATE o THE THIII xR? HOLD TRAp AI F PFH WOOD SCREWS ASGAL STRIKE PLATE DETAIL 'H' do OPTIONAL SURFACE ASTRAGAL THROW BOLTS w10 - BOLT STRIKEPLATEDETAIL 'E' - nfTAIL " G" AT THE THRESHOLD .- Br. WLI or RW M M0: S- 2164 5 or N \ ui SEE JDETAIL D- SEE NOTE 3 SHT. 5 SEE DETAIL .J` 6.3 3^ 6^ 63 JLJ_J__.1..~ 3• J' 3 +i iF 3• 6" 6" 3. 3 6. 6 SEE DETAIL eitirl F DOOR W/SIDED i IT, i SEE DETAIL C^ TYP. SEE DETAIL "F" E. 6" 66" 3 N3" 3 " to 6. 3` II II 13 II j TYP. TYP. SEE DETAIL SEE DETAIL vj ^ F` `E" TYP. N N 04 N ui w SEE DETAIL _ II L' ATYP. t t t TYP. t t 3" 6` _ 3. 33 6" 6_ 6 SEE DETAIL DOUBLE DOOR c 0 ATTACH THE STRIKE p SURFACE BOLT PLATE TO THE THRESHOLD STRIKE PLATE to 2 1/2' l:l \ i'illrt 111d u L' d l: J111111iY 11 1-)0FJ-KWAOD SCREWS OPTIONAL SURFACE BOLT STRIKE PLATE M- E 11 T}( F / /(-rjj jT j` T R N UOL O STRISURFACE E PLPLATE1fi\ I ltJ ji j 111 1 11 lLJ 111Uu —' O> O o p a"Z1= TCC n ZO Loo Oo A\ C14 I n N 813.684. 3531 ic: 11 8/ Ot ue N.T. S. Ri. BY. WLN ac e - RW tAym c NO: 5-2164 mrr 5 or E ILL 1 A OAK CAP 1 ' m CC O rs' ROTTOM RAIL WOOD COMPOSOE MN r SIX STI F O,} CORE MATERML: LVL OR LSLALTE1iFNTECORE41AATERIAL: PONDEROSA RADi470. PULAI, ELL10T74 TAEDA OR SUGAR EDOOGDASWWE FK CEDAR. WCENSE 0 N DRILL THROUGH FOR 41 THROUGHFOR . 3W DIA ASTRAGAL A /8 PFH WOOD RETAINER BOLTS SCREW 2 PLCS y I- B~ER R NRG; S1fHKE__ ATF I 1S0 M1 OCC lOP RAIL W000 COMPOSITE 4----1. 531 • —i tlnFi RF BL0.' c71 FF 36 FINGER , pIN1Ep PONDEROSA PINE r1.077•{ 42 anFl tn• TOP R BOTTOM RAIL FINGER. JOIMm PONDEROSA PINE SURFACE ROI T (IVES. 2 ATTACH TO DOOR USING I{10 i 1 1/4 F.H. SHEET METAL SCREWS PROMDED RETAINER 24 WIMt>. JAMBETT . WR687 ALUMINUM 052• W I 1rP.1 2fl6• r- 1. Z02'—j n 28 rwrn nED OPEN LRE _ FRAME EXTRUDED SMC 9T" 4. 565" T I L Z; 0 2 WOOD FRAME EXTENDER r 5475" F nn KON[ DISWIN[ %&MXF THRESHOLD SUBSTRATE QEXTENDER: 6063- T3 ALM .045- MIN. WALL SUBSTRATE XB.N DRIED SPRUCE PINE, CEDAR OR POPLAR NNYL THRESIIOLD:. OBO" MIN. WALL 1.820• 0 14 VVM . 080- MAX WALL, .035• MIN. WALL N m • H 175• an II ow REACH O COMPRESSION WEATHEffiI81C ernrne 11 RF7AMER BDL7 BY THERMA- Rai FOA4 CF7I colic -FOAM CELL CORE N'/NNYI JACKET - MATERIAL: C/R ROD Z1NC WMNYL JACKET h YELLOW CHROMATE Z875• F( p 1 rTRIK (1 5' STFFLI ATTACH TO SILL USING 110 x 1 1 T1- F. H. SHEET METAL SCREWS PROVIDEDeCNI F, N A WITH BOLT. Ili {, 1 'r 813.684. 3831 7 11/ 8/01 km NTS un WLN S-2164 1 7 oT f literni DESCRIPTION FIBERGLASS 1FRAAA TRU with I F i = 6.00 psi 3 LOCK SL" K RAIA-TR 114 OR LSE do OAK 1.50 x 4.1 5 4 RMA-TR & OAK 1. x 1.427 STEEL 5 6 X 1 PHIUPS PAN HEAD SCREW FOAM 6 POLYURETHANE FOAM BASF, isibs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP ERMA-TRU FOAM 8 1 LONG REACH COMPRESSION WEATHERSTRIP THERMA-TRU STEEL 9 4 x 4 HINGE .097 THK. THERMA-TRU STEEL 10 10 x 3 4' 1 . PFH WOOD SCREW H- to Frome STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 8 x 2" I.G. PFH WOOD SCREW STEEL 13 8 x 2 1 2" LG. PFH WOOD SCREW 14 NOT USED WOOD 15 NOT USED WOOD 16 2x INNER WOOD TEST BUCK WOOD i 7 MAX. 1 4 SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK ALUM. WOOD 19 ONE PIECE BUMP FACE THRESHOLD THERMA-TRU WOOD 2D WADER 4.656 x 1.211 ERAU1-TRU PONDEROSA PINE 21 22 NOT USED 1fBM6E JAMB 4.656" x 1211 -1RU PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER 11 WR68T .052 WALL GLASS 15 GLAZING. 1 2 INSULATED TEMPERED GLASS 26 27 NOT USED 8 x 1 I.G. PANHEAD SHEET METAL SCREW STEEL 28 MOLDED OPEN UTE FRAME tAiRUDED SMC with the Shen F min =6200 SMC STEEL 29 x 150THREADS "R DIA 4.OMM R TTEAI Z8 30 NOT USED VINYL S 31 INSWING SIDELTTE BOTTOM BOOT 32 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE STEEL 33 1 X .04 DIA WIRE BRADS OOD 34 3 8 QUARTER ROUND MOLDING BLANK JAMB 4.605 x 1.211 THERMA-TRU, PONDEROSA PINE 00 SIDELTE SIDE STILE ERMA-TRU 1.531 x .656 PONDEROSA PINE WS000 7 J10 x 1 3 4 LG. PFH WOOD SCREW 38 NOT USED 39 NOT USED SILICONE 40 SILICONE CAULK 41 42 NOT USED SIL1811E TOP d BOTTDY RAIL TRU 1531 x . PONDEROSA PINE WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL STEEL 44 3 16' SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT TCM 453" GLASS SITE O .. ° 49 P o... i70 - NTERIOR z 6 mQ a Y z V 1/8' TEMPERED g GLASS 1/4" AIR SPACE 1/8" DECORATIVE GLASS 0 1/4" AIR 3/4' STEEL SPACE INTERCEPT 1/8" TEMPERED GLASS 1" INSULATED TEMPERED GLASS W/ GLAZING DETAIL SHOWN rI ASSIC CRAFT" SMC UTE FRAME REQUIRED FOR DOOR PANELS) 453" GLASS Y Z BITE 2 1 3 EXTERIOR1/8" ANNEALED GLASS O. • . = f! .25' AIR SPACE 0" o . 1/8' ANNEALED 5 GLASS INTERIOR 0.5" GL*BITE IOO 1/2" STEEL INTERCEPT 3 .25" STEEL INTERCEPT 6 9 SPACER SEE NOTE 1 SHT. 4 INSULATED GLASS W/ LITE FRAME GLAZING DETAIL SIDELTTES ONLY) 0625' THICK DOW 795 GLAZING COMPOUND 1/8" TEMPERED GLASS 1/2" AIR SPACE 1/8" 70APERED GLASS F" A D. I PPtAL f4 INSULATED TEMPERED GAL S j ME * W IA71NG DETAIL SHOWN W A j j tj' I Fr" I R 5-2164 SIDELITES ONLY) — 8 RIPTI N Material 1 I BY THERMA TRU wit =G FIBERGLASS 3 4 x4. 4 YL OR d OAK IAA x 1.4 5 NOT USED 6 LYURETHAN FOAM BASF. 1.91bs. DENSITY FOAM 7 SHORf REACH COMPRESSION WEATHERSTRIP THERAM-TRU FOAM 8 LONG REACH COMPRESSION WEATHEILSTRL° T}1EHMA-TRU FOAM 9 10 4 x 4 HINGE .097 THK. ERMA-TRUE10x34- LG. PFH WOW SCREW a to Frame 11 1,FIO x 1 LG. PFH WOOD NUN- 12 INCIT USED . 13 148 2. LG. PFH WOOD SCREWx21/2 . STEEL. 14 INOT USED 15 INOT USED 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 19 KWIKSET TITAN 700 SERIES PASSAGE LOCK ONE PIECE BUMP FACE THRESHOLD ERMA-TRU ALUM. WOOD 20 HEADER 4 565 x 1.1 TRU PONDEROSA PINE WOOD 1 NOT USED 22 IflNGE JAMB 4565" x 1.17' 7RU PONDEROSA PINE WOOD 23 4 KWIKSET TITAN 700 SERIES DEADBOLT ASTRAGAL WINDJAMBER II WR68T .052 WALL ALUM. 6060-T6 25 GLAZING. 1 2 INSULATED TEMPERED GLASS GLASS 26 NOT USED 27 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 mm 62- U SMC 29 94U x IJT PI IMA SCREIK mm Oft 4J5mr MR IIL7/ 26 STEEL 30 NOT USED 31 NOT USED 32 118 THK. CELLULAR GLAZING TAPE STLK-O TAPE 33 1 x 0.04 M WIRE BRADS STEEL 34 3 8 MOLDING WOOD 35 JCOVEB{AW W 4 565 x 1.1 -TRU. PONDER051 PINE W O 36 SVELIIE SOE SfHE TRU. x34 x . PONDEROSA PK WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 UTOt JAW 4M x 1.1 P011DERC6A WOOD 39 HIGH WATER DAM THRESHOLD ALUM. 40 SILICONE CAULK SILICONE 41 NOT USED 42 S4iU1E I P & 871TW ft IlU 1 x FROf M W000 43 8 x 2 LG. PFH WOOD SCREW SiEEI 44 3 16 SEX BOLTO 45 IVES 454 8- SURFACE BOLT STEEL with yield F mirt = 4,674 ' TCM 47 8 % 1-3 4 PPH SCREW FOR ITEM 28 k 46 STEEL 48 GLAZING. 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING. .3/4- INSULATED TEMPERED GLASS GLASS 50 CC BOTTOM RAIL (130' x M3' TFA71161-TRU MOOD CVAVSIIQ 51 1 LVWN ANCIVW IELCO. 1.75 WK LO:) SIUL 52 3 16 MPCON ANCI1UPIrG ELM 23 iK LC STEEL i 592' O _ 8.0 Mco a Ln ? ao C14 La ASTRAGAL REABOLT II O oEL MATERIAL. C/ R ROD ZINC 7 do YELLOW CHROMATE 3 Lu O _ . 179' F to a LONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET f"— 3 o N 1. 158 O 1NSt7 L W DRILL TRU FORo`- A IS PFH WOOD DRILL TRU FOR rn oiW m SCREW 2PLCS k.357" DL4. ASTRAGAL RETAINER BOLTS m wINpjAMBER II WR68T STRIKE PLATE COMPRESSION WEATHERSTRIP BY THERMA- TRU 1' RETAINER BOLT FOAM CELL CORE W/VINYL JACKET X. 1 orJTJ.I a RAL F.W.-H A.®. W 0 IN N NOa MANUFACITRER NAMEAME o z v 1.767--- MASTED. FILE # 6f14.3631- we 1116101 WINDJAMBER It WR68T 24 SrAM. NIS ASTRAGAL ( ALUMINUM .052' WALL TYP.) am or WLN- M rn: RW au.m m1 S-2161 Barr 9 a 9 IT 1 MAN UFACTURRLNA Lv HERMA oTRU® CLASSIC CRAFT OUTSWWO"SINGLE AND DOUBLE W4 WiOUT SIDRITES. INSULATED FIBERGLASS DOOR WRH WOW FRAMES. 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH, FLORIOA BUILDINGCODE1994EDITIONFORMIAMI-DARE COUNTY. 2. WOOD BUCKS I3Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS USTED AND SPACED AS SHALL BENBEY OND WALL DRESSING OR CTCCO E TRIAL 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5 COUNTY THIS OWITHCTHE USEOFE WATER THEHIGH DAM B1REMENTS FOR UMP THRESHOLDM THE DESIGN PRESSURE CHART BELOW. 6. MIAMI- DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 7. SIDELTIES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. 11 n or o irsea SIC) skin 0.105 min. SideFrte Sheet: 0.07 min. thk. with yield stren th F (min.)-6,000 gg S. yensit b B4SIp• typre design: Polyurethone foom core, withl.9 fb d Y Y Panel Conshu ion: The panel skin is constructed from a 0.095' thk. sheet mojamg (SIC). The interior cavity is ftkd with 19 Ibs. density BASF polyurethane foam The panel face sheets are glued to the. -wood sfles and r9ils. The latchandhingesllesareLViorLSLThelatchstilewhichis4.03 X 1.47 is theWfchrwinforcement. The top and bottom rot are of a wood comCaal material. In the double door oppliication the in octi`e, door is it with an aArud olurrvnum astrogol of 6060-115 alloy Frame Can gtry lion: The frame is constructed from Finger jointed, prase measu 5 wide x 1.17' thick. The header is joined to the ode Join. rich ( 3 /8 x 25' PhTr s Head W Screws. The threshold s joined to side jambs rPth (21 IN6m9a T crown x 2 king staples at each sde. The mullions are secured together in a side6le application Using /e 2' long PFH Wood Suers (5) screws ppeer each rtwlGan. The units uses an Outswmg Bumpthresholdmeasuring4.615 x . secured r . SUC Lite - Olk saes 275' wide x 50.19' high w x 1.75' Phillips Pan Head Scrwrs. The frame are sealed with silicone coulkrhg (Dow 795) to siddile panel and to the 9103& F min. - 6,200 psi h TUC Lip Sidefife Glazing: SIC Lip life with the yield strength y( )- Lite with the yell st) gth Fy(min.)- 4,674 psi - CA sizes 9.65' wide x 65.1i5' wide secured w 16 IS x 1.75" Phillips Pon Head Screws. The frame are sealed with silicone coulking (Dow 795) to srdeUte pond ond.to the gbss. Integral Flush Glazed - Tne sidelile sash face panels ore molded to receive Clam. Th class is attached to the sidelite face sheets with s.Trcone glazing compound w 79' TABLE OF CONTENTS SHEET f DESCRIPTION 105.5" MAX. OVERALL FRAME WIDTH LL WIDTH 36.625" MAX. 36" MAX. ,{ PANEL WIDTH PANEL.AIDTH I W/ASTRAGAL D a LU O aU 24. 5" 9A a a Orn= do z M MAX. X J- D.L. O. TYP.) W ED p=o= o oo M d 9 O a X X < 3 i N o n n O D DOUBLEW/: SINGI F OUTSWNG UN1 OPTION 74.5' MAX. OVERALL FRAME WIDTH 36MA.625' X. PANEL WIDTH 11W ASTRAGAL 1 a a O 1 w 24.5" a rj a x MAX. X W O. L.O. a ( TYP.) a on a J a a O LINACTIVE J) OUBLE OUTSWING UNfT OPTION It W/ SURFACE BOLTS SEE DETAIL 'A" SHT.3 DESIGN PRESSURE RATING a 24. 5' If MAX. _ a ( TYP.) a SURFACE BOLTS,-] 15.5" MAX. O > J FRAME WIDTH H N o 13.9375* MAX. WIDTH O O 7.125" MAX. D.L. O. Q Z O S WIDTH LIP LITE Vw7.0' MAX. D.L.O. lo WIDTH INTEGRAL Ln O O cc)> O TYP. FOR BOTHSIDELfTES) 3 < co co UJ DETAIL A' SHT. 3ODEIS 68.5" MAX. OVERALL WIDTH 9024.5" y hTERIRI R [ AX D.LO. I I iln. Z) OPTION I W/OUT SURFACE BOLTS 4-47.0 PSF -47.0 PSF WITH SURACE BOLTS do +70.0 PSF -70.0 PSF OPTION II WINDJAMBER II _ASTRAGAL Illia 15.5' MAX - FRAME WIDTH 13. 9375' MAX. WIDTH 7.125" MAX. D.L.O. WIDTH LIP LITE 7.0' MAX. D.LO. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) 513.654. 3831 N. T.S. er WLN er RW W. w0- 5-2151 r i or 9 16 16 17 17 20 20 cWi N Z y 8 •"`O': 2= Z Y 8 ....:<O..' 2 z z ° O,t H z °.•60P ' p ' , 1.6s' MIN. I 1.68, MIN. ' p Q u o PANEL THK o D; ? - o PANEL THK ° : . o 29 29 x SEE GLAZING 28 .. _ SEE GLAZING 28 DETAILSDETAILS Ld 2 p Wg _ iyy...... Z INTERIQ FXTERiOR a , <a 48 45 x o 6 N Opp_ : o n m SEE NOTE • ^ a 6 '° -' p 8 SHT. 4 50 6 o. O.; p Q . . 7b.. 1 39 7 19 z 50 z 8 in ry N 51 51 ° a •°' , a i 1 OUTSWING DOOR PANEL W/ HIGH DAM Z OLRSWING DOOR PANEL W/LOW PROFILE THRESHOLD SEE DESIGN PRESSURE TABLE) 1 GEIJT Tt:_ 1 DO'L Z'YZ 1_68' MIN. PANEL 7NK. v x SEE GLAZING DETAILS O EXTERIOR m y LLJ c co6 0 V) — O T Q Zotn U LJjOL+1 ^ SEE NOTE O O SHi.4 > Q UD LLJ lu z a L TERIO 49 0 0 Oi 42 n 34 33 SEE NOTE9SHT. 4 43SEE NOTE 5 SHT. 4 2 OUTSWING SIDELITE PANEL THE CROSS SECTION IS SHOWN W/THE -CLASSIC CRAFT R.M GL.AZO t 3/4' MASS V) tz VV BUI= 7NSULTANTSU/G 613. 6g4.3831 e 19/5/01 ec NTS a. WLN z B( RW wws, c No.: 5- 2161 is L I O it N I 1 fR= IJ nJ W v V) SEE NOTE 2 SHT.4 1HMaONM CROSC_ SECTION 3 O ASTRAGAL OPTION 1) 1.15" MIN. EMB. MAX. SHIM r25" 15" MIN. C-SINK v . FXTER1 C 43 49 a O O 6 36 Nyn w SEE NOTE o N 34 9 SHT.4 N ... 16 17 3 1NTERIOB r- SECTION 813OSIDELTTETbBUCKV 11 v 45OOOQ 0 ° 8 QETAJLA. U (OPTION II SURFACE BOLTS) 43 36 vow ,1 J 3 33 SEE NOTE vo 34 9 SHT.4 } 1 // 7JR 2 I Nr r ck 3 O MULLIONAZTEJIH O> ^ , O c Ovt ZOr^j c° g Ld OH00O we a U O p N y U 6 SK 813.684.3831 xte 11/5/01 wic NTS w.c. er. WLN pm. BY; RW Dv.wc NO, SS-2161 I rrr 3 of ! 25" MAX. 2 y nSHIMSPACE N J 38 Z uaw1 13 ^a w 3oy 16 y RIOR o T, 7 B INTERIOR j v.. 15' MIN. 1 HORI NT CRO S TI N C— SINK 4 LATCH JAMB TO BUCK, a.. 1. 75' MIN. NOTES: EMBED. 1:. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR IS x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1- 3, 5. 18.25", 40. 5', 59.25, 74.25. 76.25" do 78.25"- 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE 5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) SEE NOTE 1 IS x 2' PFH. WOOD SCREW. THERE ARE (6) AT SHT.4 - EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0", 79. 75, 33.5" 4725, 61.0 do 74.7". THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4" 1N FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 18 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER v ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED A7 13.7" O.C. g 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK v w w o USE A J'8 x 2' SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE A 110 z 1 3/4' SCREW. S. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8' COVE MOLDING AROUND PERIMETER- THE COVE MOLDING WAS SECURED USING I." x 0.04" DIA WIRE BRADS AT 2' FROM EACH END A MAX. OF 12" O.C. 2 H Rf 0N7 R .15' MIN. 4 HINGE JAMB 70 BUCK, C— SINK 1. 15" MIN. n EMBED. Z 36 Z SEE NOTE 9 THIS SHT 25" MAX. I SHIM SPACE SEE NOTE 7 SHT. 4 3 HORIZ NT ROS CTI 4 O STRIKE JAMB TO SIOELITE MANLTAC ry O5 O a 0 Op y Go 5Ld 8- L" m O LiJ ^ O M O coir.- U k' z Jy yV1 V1n ° z m r J 1i Uo y oz Z , moo t= w ¢ o =h 513. 654.3631 oat 11/5/01 Srxc: NTS vmG- or. WLN wK By, RW ow.. us 5= 2761 SxrYr 4 a SEE DETAIL "F' Q > SHEET 5 N O 00 O 00 6" 6" 6 ¢ zz O n 3" 3' 3 6 6 4- ° 3ESHT' 10. 4E U -] L 3 —{ 3' 6 3' 3' I~ 3 L i - I- 1 p I- 11 11 1I' I 73 I I I I_ _3QOD f3 - TYP. - 13 ccW TYP. SEE DETAIL n - - 0; InLU CL SEE NOTE 'F' SHT. 5 - 3 SHT. 4 - SEE NOTE SEE DETAIL In Nn 13 ^ v n 6 SHT. 4 "E'. SHT. 5 J Q TYP. „ -I TYP. n ,an "' (L - - z SEE DETAIL SEE NOTE 6 SHT. 4 - o TYP. - SEE DETAIL N nw py SEE DETAIL 13 SEE NOTE ' "E' SHT. 5 N EIll vi TYP. o W Z oH" SHT. 5 .D. TYP. 4 SHT..4 - 13 - l coo 0 a: SEE DETAIL "C' 'C" 0 'G" SHT. 5 c V, . 52 B" 51 51 _ 52 _ 1 51 TYP. I z csi z 11 TYP. I I ITYP.I I I - I I-- SEE NOTE 3" -i t-- {'i 6: 3 3' 1 3• 1 0 4 SHT. 4 6 --I 6' h 3. 3- 3- 6- SEE DETAIL H' SHT. $ SINGLE DOOR DOUBLEf)OUgLE DOOR W/SIDELITES 1 DRILL THRU FOR A 0.357" BOLT DEEP NOTE: _ 1ENOUGHFORA2" o z BOLT THROW USE ITEM $13 A 8 x 2 1/2 PFH WOOD SCREW T SEE NOTE ATTACH THE STRIKE AND DEADBOLT PLATES TO THE EE NOTE 1 THIS SHT. JAMB OR ASTRAGAL EXCEPT IN THE MULLED Teuluxm SURFACE BOLT APPLICATION WITH THE SIDELFfE USE ITEM 143 A i 8 CONsuLTAHM ,N SHT. 4 0 13 43 STRIKE PLATE 2- PFH WOOD SCREW. Bt3. 664-383t- 43 37 m- 11/5/01 11DETAILMH' O 0 RETAINER BOLT HOLES scxE N.T.S. do OPTIONAL SURFACE uwr. er: W 10 SURFACE SOLT BOLT STRIKE PLATE p 1 g gq p /y STRIKE PLATE ` [a` "Y Y-a11J A Be oA.6 OPAWaac. BY. RW TA, F 13 43 -NG ASTRAGAL STRIKE PLATE S-2161 10 d OPTIONAL SURFACE SEE NOTE A ( N i DETAIL " E" BOLT STRIKE PLATE THIS SHT. nFTAII 'G j''AV 5"tx> 5 °i 9 IT' SEE DETAIL SHEET 5 6" 3" 3" ro 6" 1- 3" 6- 3" i 36 63" 3-. l 6" 3" I- 13 7YP - SEE NOTE 3 SHT. 4 SEE NOTE SEE NOTE I ., TYRSEE DETAIL n 3 SHT. 4 6 SHT. 4 u7 F- SHT. 5 rn O) N tm ig a TYR SEE DETAIL G" SHT. 5 13 - SEE DETAIL SEE DETAIL E" SEE DETAIL TYP, E" SHT. 5N 0 SHT. 5 7YP H" SHT. 5 13 TYP. n UJa 1 w SEE DETAIL "K- M. " K" TYR M. SEE NOTE "G" SHT. 5 " 5t 51 _ 4 SHT. 4 - ' 51 TYP. ) i " M" TYR i T 1 52 II 3" I I TYP. 3' --i t- V 6" 6. 6" i h'- 6" 6" 3" SEE NOTE 6" 4SHT 4 3" 3" 3" 6" SEE DETAIL H" SHT. 5 n UBI F DOOR SINGLE DOOR W/SIDELfT S NAME- c' Lj o 0 000 a00 154"ZOr^j t( ) LLJ C) w a iE ^ . 513. 68C3831 c 11/6 01 ut N.T.S. c. er WLN K 6Y: RW arvs 2161 m, 6 OF O> o 04 0.5" GLASS SITE 0625 THICK DOW 795 O O co 0.5" GLASS Y SEE NOTE 1 GLAZING COMPOUND CC Z O - BITE z = THIS SHT... • U Li to SEE NOTE 1` i 1/8' TEMPERED O O o THIS SHT. g 1 8"TEMPERED GLASS GLASS00 OHO o 1/4' AIR SPACE ° °° 0 3/4" AIR SPACEGo W CL •° T 1/8' TEMPERED — ° 1/8" TEMPERED F GLASS x 8 x 1 3/4' PPH S8 x 1 3/4" pp GLASS o cn 1" INSULARED GLASS = 1/4" STEEL INTERCEPT SPACER 3/4' STEEL INTERCEPT SPACER - 5 r'7ING DETAIL SHOWN W/ 0625' THICK DOW 795 0 'CI S-i- CRAFT' SMC LITE FRAME 1 /2 INSULATED TEMPERED GLASS GLAZING COMPOUND (REQUIRED FOR DOOR PANEL) >o a n ur DETP:I SHOWN t7 m Y o I eecir roecY TCM LITE FRe_ME - o zJ ( SIDELITES ONLY) g '^ N 0625' THICK DOW 7956o c 0.5E GLASS BITE GLAZING COMPOUND o15; r U2 Y 1/8' TEMPERED a a 0.5' GLASS z GLASS m SEE NOTE 1 BITE N 1/8- TEMPERED 0 THIS SHT: v GL ASS O O OO 0O 1/2" AIR SPACE 0 0 o 4 Q 0 0 Q O o • 3/4" AIR SPACE 1/8" TEMPERED z GLASS 8"TEMPERED, SEE NOTE.3 o- w THIS SHT. g 8 x 1 3/4' PPH GLASS n ;/4"" INSULATED TEMPERED GIeSS IN G DETAIL SHOWN W/ u' 3/4 STEEL INTERCEPT SPACER 1/2" STEEL INTERCEPT SPACER "CLASSIC CRAFT' INTEGRAL G IN o 0625' THICK DOW 795 (SIDELITES ONLY) GLAZING COMPOUND oz 1" INSULATED TEMPERED l A55 GLAZING DETAIL SHOWN W •. BUILD* I RAFT' M FRA A catsu nurts. • S D L L 81.3.684.3331 e e 1. THE 27.5" x 50.19' DOOR LITE IS SECURED WITH (16) 8 X" 1.75' PHILLIPS PAN HEAD SCREWS woe 11 /5 01 SPACED PS FOLLOWS, TOP AND BOTTOM RAIL AT 3.0 . 13.75 AND 24.5E FROM THE LEFT SIDE u srxt NTSTHESIDESTILEANCHORSWERE - LOCATED AT 3.0'. 13.25", 23.625' 33.875" AND 44.125" • FROM THE BOTTOM OF THE LITE FRAME. MAN omumo. er. WLN 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75" PHILLIPS PAN HEAD SCREWS A I` Ul r ¢ r RW SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END. SIDE 0.37STILE5 „ ^ FROM THE TOP DOWN TOP DOWN AT 5.5'. 16.5'. 27.5" 38.375 49.375E AND 60.375 , S-2161 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. + SKM 7 OF ! I L 4.03" OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077 -j f t cmFI D'F TOP & BOTTOW-- 4ML FINGER JOINTED PONDEROSA PINE I 1.47" bb CC BOTTOM RAIL O WOOD COMPOSITE anFl rtF BLANK SIDE STI(F 36 FINGER JOINTED PONDEROSA PINE CC TOP RAIL OWOODCOMPOSITE g 0 mooL 097' Fes- O 4 x 4 STEEL DOOR HINGE9 39" RED OAK CAP 5T N o v ' O CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADWTA, PULAI, EWOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. i1 DIM. VARIES Ln u°i W/GLASS THK. K40 x 1.78' PT T 11 SCREw, U&JOR OWL 4.0— o.r. ins M6ME 28 1 1 DIM. VARIES N W/GLASS THK: n to b lV 11 18-10 x 1 1/2' PPH PIASCREw NA, i. e 0 2 35 38 WOOD FRAME I uii, m 4.615 2.203' I O, On t9 nirrcw nl[; BUMP .FACE ALUMI,Num? WOOD THRESHOLD 050 WALL TYP. HIGH DAM THRESHOLD 39 ' O co Ocn j CLa:zc)n ULLi fr 0 :2 wT a U 6 I-W o s 813.684.3831 0 4a4"FF wMc Nis orc. er wL ca. BY: RI 5-2161 i Iv s¢c1 8 or _ w 592" N 8.0'------------- 1 coo ppZOr^j oEN t rn w OwoASTRAGALRETAINERBOLT 'cN j N MATERIAL- C/R ROD ZINC 11 3 do YELLOW CHROMATE 8 W IL O179" nnuoccccinN WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET z f`— 3" Em 4. 1 E2 CE N12 o gib nzO N 1.158_$ g U Ot DRILL TRU FOR m A IS PFN WOO DRILL TRU FOR Q o a SCREW 2PLCS .357" DIA. ASTRAGAL a RETAINER BOLTS I m WJNDJAMBER 11 WR68T STRIKE PLATE 35" COMPRESSION WE+THERSTRIP BY THERMA—TRU 1 " RETAINER BOLT FOAM CELL CORE W/VINYL JACKET Lo U24TaALnoRMAL MANUFAc- r R 1 iA11 . Z I rp }ry 1. 767" i S i EEL F l # c«+ suL A s654— i 24 scam Nrs WIIJOJAMBER II WR68T o„c. er WLN ASTRAGAL ( ALUMINUM 052" WALL TYP.) cw- or. . Ry D. A.m MO_ S- 216, o m 9 or S I B 0.5" GLASS SITE 0625- THICK DOW 795 GLAZING COMPOUND SEE NOTE i THIS SHT. INSEENOTETOTE 1/8" TEMPERED1/8" TEMPERED GLASS 1 GLASS 1/4" AIR SPACE1/8" o 0 3/4" AIR SPACE PPH TEMPERED r— 1/8" TEMPERED Y GLASS B x 1 S8 x 1 3/4" PPHNGLASS o T P1/4" STEEL I0625" THICK DOW 795 3/4" STEEL INTERCEPT SPACER cI a71NG DETAIL SHOWN W ri ecar CRAFT" SMC LITE FRAME INSULATED TEMPERED GLASS rw i r pETA!I SHOWN W7 GLAZING COMPOUND REQUIRED FOR DOOR PANEL) rj ASSIc CRAFC TCM LITE FRAME SIDEL TES ONLY) 0625" THICK DOW 795 0. 5" GLASS SITE GLAZING COMPOUND 0. 5" GLASS Y z 1/ 8" TEMPERED SEE NOTE 1BRE r. 0 1/8" TEMPERED O OO GLASS THIS SHT. GLASS O OO OO 1./ 2" AIR SPACE 4 O Q 3/ 4" AIR SPACE O 0 0 1/ 8" TEMPERED GLASS 1/ 8" TEMPERED SEE NOTE 3 THIS SHT. V) g IS x 1 3/4" PPH GLASS n 0 5/4"" IN T D TEIAPEREDS1Ai5 A71S DETAIL SHOWN W 3/ 4' STEEL INTERCEPT SPACERSPACER J 1/ 2" STEEL INTERCEPT aSSIC NTEGRAL GLAZING 0625" THICK DOW 795 SIDELITES ONLY) GLAZING COMPOUND LNG I aT n TEMPERED LLASS n a INr DET.4L cHOWN W oci ASS M M 1. THE 27.5' x 50.19" DOOR LITE IS SECURED WITH (16) IS X 1.75" PHILLIPS PAN HEAD SCREWS SPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 3.0 13.75 AND 24.5" FROM THE LEFT SIDE, THESIDESTILEANCHORSWERELOCATEDAT3.0 13.25". 23.525" 33.875" AND 44.125" FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75" PHILLIPS PAN HEAD SCREWS SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END, SIDE STILES.. FROM THE TOP DOWN TOP DOWN AT 5.5 16.5'. 27.5" 38.375 49.375" AND 60.375". 3. THE SIDELITE SASH FACE PANELS ARE .MOLDED TO RECEIVE THE INSULATED GLASS. Ny Tie Cc7 l, o u1 f- Ci i-. IATrl Ld O a0 O V) j C:) mzon UnLv` n O O 00 M W00 CL UU BVtLDiNG CONSULTANTS. ANC 813. 684.3831 1ATc 11/5/01 NITS mm. er. WLN om BY: RW a— NG No.: S- 2161 I 4.03" jj O CC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077 r 1.54" 42 IDELITE TOP h BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 1:47 --i n CG .BOTTOM RAIL OWOODCOMPOSITE T c1RFL TTF BLANK. SIDF STI F 36 FINGER JOINTED PONDEROSA PINE 1 1.47' Cr TOP RfJi OWOODCOMPOSITE p p II p O 097'—{I-- O 4 x 4 STEEL DQOR_KINGE 9 39' RED .{ OAK CAP I 0 O 1. 46' CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE. MATERIAL: PONDEROSA. RAOIATA, PULAI, EWOT711, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. DIM. VARIES W Ln.. W/GLASS THK. ? '') N K40 r 1.79' PT THREAD SCREW. U&)OR OW 4.0mm 1. 375' ""'.{ _- /8-10 r 1 1/2' - Y PPH PtASCREw pol! - 2 DIM. VARIES plo. g rrm IRE FR HF —1 T M & ` 4. 565" 1I I-i T T- - T 0 35 38 WOOD FRAME In2 4. 615' i 2. 203" T O n19 OUTSWING BUMP FACE AIfIMih' U6!/WOOD THRESHOL 050' WALL TYP. HIGH DAM THRESHOLD 39 N O Co Ov1 n- O = , a: zo, o1n woco w a F^ 813. 684.3831 sruc NTS WLN 0 pIK. BY: RW AMI: I —S 2161 592" O >_ N 8.0" 1 0OR NOao 1 I p Qom,,^ ASTRAGAL RETAINER BOLT lcu" j p MATERIAL: C/R ROD ZINC 11 3 co YELLOW CHROMATE coL Otom- .179" n= LONG_RF G MPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET ca Ad z n <Z O N 1.158" LU mww DRILL TRU FOR 1-4¢ O U OF m A8 PFH W00 DRILL TRU FOR o , z SCREW 2PLCS .357" DIA. ASTRAGAL RETAINER BOLTS a m 7 ---i I- WINDJAMBER II WR68T STRIKE PL. 35" ATE O COMPRESSION WEATHERSTRIP BY THERMA-TRU RETAINER BOLT FOAM CELL CORE W/VINYL JACKET T R A B. ®. A. F® T g m N O N N Y ANUACTURER NAME. C V eunn r 1.767" - MASTER FILE # ", 24 sxt rr,s WINDJAMBER II WR68T vw. er WLN ASTRAGAL (ALUMINUM 052" WALL TYPJ RW MA-G tM. S-2161 c"itf 9 or !