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133 Venetian Bay Cir - BR04-002740 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS Morrison Homes 151 Southhall Ln #200 Maitland, FL 32751 407-257-6940 PHONE NUMBER CRC 041929 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE d d SUBDIVISIONC4 Its PERMIT # % T DATE PERMIT DESCRIPTION S / F PERMIT VALUATION SQUARE FOOTAGE ?, I Ricv1-WMU- nTQUEWU 4;wH719-0 City ofSanford Certificate of Occupancy This is to certify that the building located at 133 Venetian Bay Cir for which permit number 04-2740 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 Building: B. Oden 02/10/05 Engineering: D. Richards 02/15/05 Public Works: J. Crumpton 02/10/05 Utilities: R. Blake Fire Department: Zoning: 02/12/05 Conditions (if blank, no conditions apply) Morrison Homes Q 3' `fly'( " 02/17/05 Property Owner Building Official Date CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: New Single Family**** 02/09/05 04-2740 133 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. 4-1EngineeEl Fire Public Works Zoning Utilities Licensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) ITS RVICES9 INCSANFORDsFL 407-402-7060 SUBDIVISION/ ADDRESS 14A)ZW J. le? VAMWJA 1041W t-Illele 3 'f I COMMENTS No. 1524 DATE.. , lb..._ — LOT AP% 336-SNOI 10104 REORDER MBF 407-657-7414 CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: New Single Family**** 02/09/05 04-2740 133 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 ublic P Utilities I Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) February 15, 2005 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 75 Venetian Bay, 133 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 133 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 75, "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, er Associates inc. illiam A. Herx; P.L.S. Vice President WAH/dd FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION 1. For Insurance Company Use: BUILDING OWNER'S NAME roncy rvumoer; MORRISON HOMES BUILDING STREET ADDRESS (Induding Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 133 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 75 ," VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 1120294 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 baseflood depth entered in B9. AS 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) areaor Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, AR/AH, ARIAO 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) 14.7 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) 14.4 ft.(m) o e) Lowest elevation of machinery and/or equipment \ serviding the building (Describe in a Comments area) 13. 5 ft.(m) AC Service n o f) Lowest adjacent (finished) grade (LAG) 13.4 ft.(m) V o g) Highest adjacent (finished) grade (HAG) 13.5 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) FI. Professional Land Surveyor No. 3182 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 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 Professional Land Surveyor COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Dp/ug Avenue Altamonte Springs FL 32714 DATE TELEPHONESIGAT1/D 02115/2005 407-788-808FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 133 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. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 e on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must becompleted. El. Building Diagram Number —(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. El 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 oerM 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 orcommunity -issued BFE) or Zone AD. G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. PERMIT NUMBER I G5. DATE 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 Herz * .flssociates 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 S 89°59'43"W L 2 N 89°59'43"E LOT 87 LOT 86 LI LOT 73 A " GRADING 5.500 SO. FT. DISTANCE 50.00' 50.00' N Z O40.0' O Oc O O~ a 1846) ar- O LANTANA O O ELEV. -A.B 6 C- O SINGLE FAMILY rnn RESIDENCEFIN. N V FL0 LOT 72 ELEV: 14. 5 6 e m y LOT 85 LOT 74 75. 00' PROPERTX < ? FD CORNER N&D AT BOW 0. 1 1 . P N 89759'43-E Y280.56 REFERENCED BEARING tv Ul O O i CIL MONROE VIEW TRAIL R/ W) TRACT F" PRIVATE ROADWAY CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50 ' R/W) TRACT "F " PR I VATE ROADWAY LEGAL DESCRIPTION. Lot 73. " V E N E T I A N BA Y - according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X .. occordng to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Dated 04117195. City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic Plotting from Flood hsurence Rate Maps pprovided by FEMA. No field su-veyng was performed by this Fi-m to deter mne this Zone. The exact zone location can only be determined by on elevation study. We assume no responsibity for actual floodng conditions concerning this parcel. General Notes: 1. This is a BOUNDARY Survey performed in the field on O C T 15 2004 Legend ADDRESS: 125 VENETIAN BAY CIRCLE SETBACKS: Front 25' Rear 20' Side 5 ' Corner 15' Minimum Lot Width 50' Note: Beorings 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. 2. No aerial, surface or subsurface utility installations, underground improvements or D Temporary Benchmark subsurface/ aerial encroachments, if any, were located. assumed datum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back or sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved C/L Centedine Construction plans provided by the Client unless otherwise noted, and are shown d Central or (Delta) Angle only to depict the proposed or actual difference in elevation relative to the assumed CALL CB Calculated Chord Bearing temporaryBenchmarkshownhereon. CD Chord 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C. M. Concrete Monument Rights - of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) Public Records has been made by this. office. FINAL EL. Elevation (Measured) 6. The legal description shown hereon is as furnished by client. FD. Found 7. Platted and measured distances and directions are the same unless otherwise noted. Fin. Fl. Elev. I. P. Finished Floor Elevation B. Copies of this Survey may be made for the original transaction only. I.R. Iron Pipe Iron Rod Denotes %" iron rod with yellow plastic cap marked L84937 or LS3182, or L Arc Length iron rod with red plastic cap marked 'Witness Corner", unless otherwise noted. LB Licensed Business O Denotes P.C.P. (Permanent control point) LS. Land Surveyor Denotes Permanent Reference Monument Mea Measured 2005 Herx 6 Associates Inc. Ali rights reserved N/D(N&D) Nail and Disk N. Not Radial O/ S Offset O. R.B. Official Records Book PB Plat Book PC Point of Curvature PCC. Point of Compound Curvature P. C.P. Permanent Control Point PG. Page P. R.M. Permanent Reference Monument P/ L Property Line P. O.B. Point of Beginning P. O. C. Point of Commencement P. I. Point of Intersection PRC. Point of Reverse Curvature PT. Point of Tangency R Radius RAD Radial Line RES. Residence R/ W Right -of -Way Tam Temporary Benchmark TYP. Typical Fence symbol (see drawing) X— X- Fence symbol (see drawing) Certification: Not valid,whhoul,04 signwW:"s atid.!he original raised seal of a Florida licensed Surveyor aed .Mapper Drawn b y : AH This survey meets the requirements of the Florida Minimum Technical Checked b y : DP Standards a contained in Chapter 61G17-6 Florida Administrat!ve Code. CERTIFIED TO:KIMBERLY Pr ap o r ed For: MORR 1 SON MORRISON REESE Job Number: 02-017-02 MORRISONFINANCIALSERVICESFEB102005OFFLORIDA. L.L.C. Scala : 1•• 30' UNIVERSAL LAND TITLE. INC. Plot pion performed: 06-22-04 WilliamA. Herx, P.L.S.Flond^R9gisterdLand'SurveyorNo.3182 FIRST AMERICAN TITLE INSURANCE CO. Foundation Survey: 10-15-04 Darae L. Przemieniecki, P. S.M. Registered Surveyor and Mapper No. 6030 Final Survey: 02 - 09 - O5 William R. Herx, P.S.M. Registered Surveyor and McpperNo. 6092 Revisions Herz 6 Associates Inc., State of Florida LB 4937. CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIWj ' New Single Family**** 0 DATE: 02/09/05 i V1 r PERMIT #: 04-2740 ~' tg u Oi 0 K^ I I as ADDRESS: 133 Venetian Bay Ciro r%- V o Co CONTRACTOR: Morrison Homes a •zCj vCL PHONE #: Chris 407-948-4893 0 o ` The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire Public Works Zoning tilities [I Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 2/11/05 08:49:39 Location ID . . . . . . . Parcel Number Alternate'location ID Location address . . . . . 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 240705 23.19.30.502-0000-0750 33 VENETIAN BAY CIR Free -form information LOT 75 *********** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2740 PD 8-10-04 SEE REC#7072 3/4"WA METER SET FEE $190.00 PD 8-10-04 REC#7072 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel r` T.^urnnn / 43a ko Tn FFTr 7nwF, ||nTnnTrTTnwv` r,`" c c^uc sn c/',.,, 000OWrnwmp, xnnnrps ' TYPE USE, Rpsidpnt l W(]R DE R?PTTON: inn p F ailv Am/p, pt rhpd - nn SCH OLS CO -WIDE O dwl unit $1.384.00 1 $ 1"384.00 AMO N $ 2.285.00 STATEMENT RECEIVED BY: SIGNATURE: te4c1::- 1::, r., I- nATE: ' NOTE TO RE[ETVTyG S7GNATORY/PP| Tr wT, F T|||RF TO NnTTFv nuwFn wD NSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR 1-4 DISTRIBUTION: 1-[UNTY 3-[TTy 2-APPLICAHT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A TATEMENT OF FFF LdAT[H ARE D|F ND P v R|F P T Tn r c|urF nF ^ n//nnrun nrnm7T PERSONS ARE ALSO ADVISED TH T ANY RTGHT OF THF APPi T[ANT' OR ONNFR' TO PPEA|' TKF r|OS TTOus un/n EDUCATIONAL (SC OO ) TMPACT FFF /|T RF FXFQ[TSFD BY FT| TN A 7TTFw nFP|FsT uTT*Tw 4r rm ynun n v nF Tu nrrrn/Tun SIGNATURE DATE A nVF n/T NnT[FnTTFT[TF OF T*F nFm F T FnP nro rw /r mrrT Tur nro/nnrmr nF: ruF COUHTY LAND FVF|OP FwT [nDF [nPTF OF THF RiUF GnVFRNTNI APPFA/ M Y F PTcKFn ||p ne Fp/|F rFn nnm rur muu 1'wm1::,1::,urnu n rJ*rF 11O1 F T FT T TRFFT wFORD F|O Tn 3?771, (4O7\ 65-7474 P Y rF T K0Xn F DF TO, r7Tv nF NFO1:"D m| T|DTw DFP TMFNT oo unnru n^nu VFu||F uurnnn r/ ..... ... P v ruT umon nr nv rurrx nc mnyr, nonco ^un cum.'n nrrrocur. T! r sT TF rwT w|/nF wn rTTY n/|T|n un PFPmTT u||mnFP r TuF TnP FrT nr rur unr rr Tu7s TFmFur ou/ rn t //urrInu w'1r1..1 umr r mnv n`/nnrencnIV] `r*w*** 00 CITY OF SANFORD PERMIT- APPLICATION Date: Permit # Job Address:,,, Description of Work: ti Historic District: Zoning: Value of Work: S • 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 W ater Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential I// Commercial Industrial Total Square Footage:,, 331 • Construction Type: GM LL '# of Stories: —I— # of Dwelling Units: Flood Zone: X (FEMA form required for other than X) Parcel#: 23-lq- 3AA,,0" s", 6*oAz•-,0N0n0.0- Owners Name & Address: r7oA,I0J a //1004A • s S/ 5ourHHr9lG lffiWH . Contractor Name & Address: •,A1Vfk M,eOAJ god' l-eJ ,C ouPhone & Fax: o 6 0Q 07 0 Y g Bonding Company: AA Address: NA kI tt Mortgage Lender: V 1 Address: ,/ NN Architect/ Engineer: / /Ld %A10 / Address: Ufa! WCe 04t,A06,fidAttach Proof of Ownership & Legal Description) S/ Phone: 47 6Z41oo State License Number: C/ZG 1.' (cL"'7 tac't'pe rson iV a PN 1e` Phonel o7 cJ / YD Application is hereby made to obtain a permit to do the work ind instaG i issuance of a permit and that all work will be performed to meet standards permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, AIR CONDITIONERS, etc. Phone: l4o7i Fax: ac c rtift at no work or installation has commenced prior to the sc, rggulajin cona' ction in -this- nsdiction. I understand that a separate POOLS, FURNACES, BOIL, HEATERS, TANKS, and OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIC OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance o rmit is verification that I will notify the owner f therty of the requirem of Florida Lien Law, FS 713. co sSignature ofOwner/Agent Signature of Contractor/Agent D to e N _ NWa tu _ d o g N PrintOw Prinme o Q 6/ 0 ggg o ¢ Signature of Notary- tate of Florida Date SigFlorida D e * ` e o 8 °! r d w o Owner/ Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or °s•._ na,• d1 _ Produced ID AJA _ Produced lD !f} a . Utilities: FD: APPL ATIONAPPROVEDBY: Bldg Zoning: Initial & Date) ( Initial & Date) (Initial & Date) (initial $ Date) Special Conditions: Q hh clad i'nc v C• r': an . a 3, a— P 5 Permit Number: Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. MARYANNE MMRSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BFt 05352 PG 1607 CLERKI S # 2004095604 RECORDED 9I18/P.M 01:M:03 PM RECORDING FEES 10.00 RECORDED BY L McKinley CERTIFIED (OP, iWA,R'YATQ4F- MOPISH OF CIRCIAT CO DpitNTt LO IDA UUN 18 2004 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 ofCommencement. 1. 2. 4. 5. 6. 7. Description of property: Lot Number _ Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, of the public records of Seminole County, Florida. a + Street Address (/ LJ &/'Sanford, FL General description of improvements New single family residence 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 Fee Simple Title Holder: N.A. 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: Surety : N.A. 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 ofthe 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 ecording. i Date Signed Signature of Owner's Agent, Marek Bakun . ' Sworn to and subscrib e me this by Marek Bakun, who is personally known to me. D. A. CLARK , 2 MY COMMISSION # DD 214811 Signature of Notary Seal: * E.XpIRE& June 27, 2007 PT"> s nF c`° P fJ2gtl9d 1'hr!! udgat Notary gpryi,Ces Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re web.seminole_county_title?PARCE... PARCEL DETAIL rQ Back Seminole County rtv,al a ticrr c,rr$•ittr 41itr. K. First tit. 8'atifortl Fl..11771 4074S65.7546 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 23-19-30-502-0000-0750 Tax District: S1-SANFORD Number of Buildings: 0 Owner: MORRISON HOMES INC Exemptions: Depreciated Bldg Value: $0 Depreciated EXFT Value: $0Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Land Value (Market): $26,0000 Property Address: 133 VENETIAN BAY CIR SANFORD 32771 LandLand Value Ag: V$ Subdivision Name: VENETIAN BAY Just/Market Value: $26,00 Assessed Value (SOH): $26,000 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $26,000 2003 VALUE SUMMARY SALES Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant 2003 Taxable Value: Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 75 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. Ifyou recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. of 1 6/17/2004 2:55 PM LIMITED POWER OF ATTORNEY DATE: &Ilildv 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: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED 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 instrwent as aF w dged before me this DATE: C/ n C/U/ BY: MAREK BAKIJN Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. aroc000No ooxoano®r„000eomom000mmm000mmoomoovemooaeaELAURAK.Ht3®SOW 8 6 app'a Commission4DD0143651 SIGNATURE OF NOTARY: NOTARY SEAL. a ; - Fxpi`ae W20/2006 Bonded through 800-432-4254) Florida Notary Assn., Inc. f... 1........mmmmmmmmmmmm........................... Herx * .4ss®ciaates hac. 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 SurveyCURVEDELTAANGLERADIUSARCTANGENT CHORD CHORD BEARING C 1 19°28'16" 75.00' 25.49' 12.87' 25.37' S 80°16'09-E LINE BEARING DISTANCE L I S 89°59'43"W 50.00' L 2 N 89°59'43"E 25.00' LOT 85 LOT 84 LI LOT 75 A" GRADING 5.535 SO. FT. 26 N 40.0' O O 1846) O LANTANA O ELEV. -A.8 6 C- SINGLE FAMILY M RESIDENCE V FIN. FL. o LOT 74 , ELEV:14 3 6 m 10 60.0D 140,04 12,0'Q O 21.3 51O Flood Zone determnotion was performed by graphic ploItn from Flood hsu-ante N Rate Mops crowded by FEMA. No field surveying was performed by this Firm to o, ^ uodeterminethisZone. The exact zone location can ordy be determined by on elevation01N study. We assume no responsibility for actual floodtng conditions concerning this parcel N Z o N ko LOT 83 LOT 76 L2 AANS ClTy OF Sir4 FORp, P.c.r• - - - N 89° 59 '43 E V 280. 56 - P•c P• REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT -F - PR I VATE ROADWAY 1\_CIL MONROE VIEW TRAIL 50' R/W) TRACT "F" PRIVATE ROADWAY SETBACKSMax Coverage - 64 CITY OF SANFORD Front 25' Rear 20' [S-ITEDIATASide 5 ' Corner 15' APERWOUS SO. FT. - 56 ' LEGAL DESCRIPTION: Lot 75. " V E N E T I A N B A Y Minimum Lot Width 50' LOT SO. FT. according to the plot thereof as recorded in Plat Book 63. IMPER VIOUS AREA -3. 1 1 9 SO. FT. at pages 84 - 88 of the Public Records of Seminole County, Florida. Note: Bearings shown hereon are referenced to the CIL FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X: of VENETIAN BAY CIRCLE as being N 89°59'43'E. according to the Flood Insurance Rote Map Community Panel Number Vertical datum is based on NGVD per Engineering 1 2 0 2 8 9 0035E. Dated 04117195. construction plans by Neal H i l l e r Engineering. hc. City of Sanford. Community Number 120294) Job Number 2001. General Notes: 1. This is a BOUNDARY Survey performed in the field on FKOFos ED. Legend 2. No aerial, surface or subsurface utility installations, underground improvements or ® Temporary Benchmark a'S offset subsurface/ aerial encroachments, if any, were located. (assumed datum) O.R.B. Official Records Book BOW Back of sidewalk PB Plat Book 3. Building ties shown are to the exterior unfinished foundation surface or formboard. PC Point of Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved C/L Centerlined Centralor (Delta) Angle PCC. Point of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown P.C.P. Permanent Control Point only to depict the proposed or actual difference in elevation relative to the assumed CALC Calculated CB Chord Bearing PG. Page P. R.M. Permanent Reference Monument temporaryBenchmarkshownhereon. CD Chord PrL Property Line 5. The parcet shown hereon is sub;ect to a!1 easements, resen,atirms, rectrirtion.s, and C.M. Concrete Aonument P O:B. Punt ofPegioning Rights - of -way o/ 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. Found PRC. Point of ReverseCurvature 7. Platted and measured distances and directions are the same unless otherwise noted. . Elev. Finished Floor Elevation PT. Paint of Tangency I.P..P. Iron Pipe R Radius 8. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod RAD Radial Line eDenotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, or L arc Length RES. Residence iron rod wi!h 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 Measured TYP. Typical 2004 Herx & Associates Inc. All rights reserved N/D(N&D) Nail and Disk Fence symbol (see drawing) 9N.R. Not Radial X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor a er Drown by: AH This survey meets the require is of the lorida Minimum Technical Chocked b y ' DP Standardsascontainedinr61G1-6FloridaAdministrativ Code. Prepared For: MORRISON Sketch of Legol Description Job.Numbor: 02-017-02 This is not o Survey scale I 30' William A. Herx, P.L.S. Florida Register Plot lanerrormed: 06-11-04 LandSurveyorNo. 3182 P P Darae L. Przemieniecki, P.S.M. Regisf r d Surveyor and Mapper No. 6030 Foundation Survey: Will R. Herx, P. S.M. Registered Su yor and Mapper No. 6092 Final Survey: Herx & Associates Inc., State of Florida LB 4937 Revisions Permit # :-. ` 1--, l5 0 Job Address: \ A Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Zoning: Value of Work: Date: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS k5b Addition/Alteration Change of Service Temporary Pole_ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer 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: r Sbc c tom"o'^'k . x1. 3a 1 Attach Proof of Ownership & Legal Description) Phone: HyQl) — 6 q 9 -- U o 1)'7 Contractor Name & Address: 04 W. C.odar Al t y e to State License Nuumber; C -^ o cl o 1 J .uZ Phone & Fax: "tier- h 3 r -} Intact Person: lT Phone:. O G" f: 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 the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNER' S AFFIDAVIT: l certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 thiscounty, 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 require is of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contra o Ag Date 5 A" t en C u SS Print Owner/Agent's Name Print C ctor/Agent's Name ps+ Jennifer Almodovar Signature of Notary -State of Florida Date S igi9keof N ry-State of Florida' My Commisslon DD272809 - or wdiP Expires December 07 2007 Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: initial & Date) Special Conditions: Zoning: Contractor/ Agent is Personally Known to Me or Produced ID Initial & Date) Utilities: Initial & Date) FD: Initial & Date) 2-03-20A 12:59PI4 FROM Imo. ) V 1 Permit # : o `' ^ « 1,1 b Job Add"Fs: CITY bF SANFORD PERMIT APPLICATION 52 1 1 Date: f) 1 a o I i Ll Description of Work _ h1 i1 -, CN Qc'c G Historic District: Zoning: Permit Type: Bulung Electrical Mechanical Plumbing 1- Fire Siuinkkr/Alartn Pool Electrical: New StMoc — # of AMPS Addifion/Alttmtion Change of ScMce Temporary Pole Mechanical: Resi&ntial Non-Rt sidentiA Plusstbine/ New Commercial: # of Fixtures ` RcpI&Xnjeitl Now (Duet Layout'& Rittxgy Colo. Roquiretl) of Water & Sewer Lines,- # ofGas Lines Plumbing/New Residential: # of Water C103cts , Plumbing Repair — Rttidontial or Commercial Occupancy Type: Residcntial X_ Coltunerclal Industrial Total Square Footagt: Construction Typt: # of Stories: of DwtWng >Uniu: Flood Z.ont: (FKMA form "abed for other thos X) Parcel #: Owners Name & Address: Coatractor Name A Address: --- e\tl.rlt& 1, Phoat& Fas: 13 - Bonding Company, Addrest: Montage (.ender: Attack Proof o(Ownership & Lotal Deuerlpdoq) Address: ArchltecUEnglnear: Phan*. Address: F. Application Is hereby trade to obtain a pmnil to do tile work and installation. u indicated. 1 certify that no work or installation has commenced prior to theiawamoofapermitandthatallworkwillbeperfonnodtomeetstandardsofalllawsregulatingoonstractioainthisjuri"ictioa. 1 understand that a sapsrttepermitmustbe.aecurod for BLECTRICAL WORK, PLUMBING, SIGNS. WULLS, POOLS, PURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDA VlT: I certify that all *(the foretoing Infomution is accurate and that all won will be done io oompllanoc With a8 applicable 4wy reytdauugconstructionandzoning. WARNING TO O"51t_ YOUR FAILU" TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYMfPTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, (CONSULT WITH YOUR LENDER OR ANATTORNEYBEFOREROCORDINOYOURNOTICEOFCOMMENCEMENT. NOTICE: An addition go the rcquirements ofthis pertnik these maybe additional rcatrierioas applicable to this Properry tut may be found in the public records ofthiscounty, and thcro may be additional permitfi required from other governmental unities such as waw managtmcal diatom state agcneits, or federal agencies. Acceptanco of permit is vorifWAtion tlhas I will notify the owner ofthe property of Signature of Owner/Agent pate Print Owuct/Agent's Signature of NoutY-Stale of Florida Date Owner/Agent Is _ Pcrconally Known to Me or Produced 10 APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: the toquirc of Floti Lien Caw, FS 711. Sig _cure of o (/Agent= Date1 Fri oat-w1odrKgerli Name of oNit/utc oFLFCE A. DE GRAVE c My COMMISSION # DD 164280 entracwritgs F` `aP EXPIRES: November 12 2006 Zoning:. Utrlitic.: FIX Initial & Date) (Initial & Datc) (inidsl & Date) First Quality Plumbing & Irrigation Inc. 1429 S Woodland Blvd Deland, Fl 32720 Phone (386) 943-9422 Fax (386) 943-6343 Aug 20, 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 137 Venetian Bay Circle Permit Number 04-2750 Morrison Homes 242 Venetian Bay Circle Permit Number 04-1936 Morrison Homes 133 Venetian Bay Circle Permit Number 04-2740 Should you have any questions please feel free to call me at the number above. Sincerely, Gary W Evers President License # CF-0050566 in Notary: Karon Gilman My Commission DD316674 a n Expires May 03, Z008 r} aSt`:`2 1s3 r „J fir{ ,, I. .4-,•,f-' `'i : `'4 a Fermi,, E; Type Building EiP rear ._ r ca, Wli.iG.l lv Residential tits s?F''r1'1"+3i k"IC?5J {a tr. R F illmbit+g_/ New ComEi' ereldi;` r•3; Fdia ievF ik- O`" Waa,9.le?' & s'G'S e Liswes VE cr_' Lwes T` lt4t bats i ry i3t ltiedtl6i: of w0d Close's Huttlblng (Ir Cor 11,r2cxal Oampatacq Type: Rezid',emial Go,—,s Eiai red e,'np idea u ku e Fo.-mi e: -- _ Ca l tr st € T ae: = of stet s: V of Dwellin vulty: 1 a j lie: (FEM-Aform' 17C001,C-dfor o"j)(r chnv, Parcel #: -- j ( Ato_-ek Proof of 0*7nem5hip A 1 epg!R DetFser6 fivn) OwnemNameAddress: _I/ / A711 I -4 L phone: Contractor Name Address: v..+ u ,. sae leense yumt er-va..,r .d.. ,..... Phone Q Faz: IAKE VIARX FT c j`j%' pL tE+fs•! t `3 ? W Bonding Company: Address Niortoage Lender: -- Address: - - - Arch kecUEngineer: Phone: Application is hereby inade to obtain a Perm -ifto do the work and installations as indicated. I ee d 3} -chat no e:•ork Of tits slta on has comnienced prior to the.. - — issuanccofape, 11ii and th<.t all wort: 1a611 b , ro, rd to meei si?rtdards of ail 1Lows sepIalinb con,seaon in this jtl isdiction. 1 unde?-s'tand E3ia£ a sC-D permitmustbesecuredforELECTRICAL dORPr PL"UMB)G, SIGNS, t,ELI , POOL FURNACES, BOI EPW. HEATERS, T'04KS, and AIRCONDITIONERS. etc. O FR AFhIDA I T : I i if- yt!]at al! of the fot€going i, f : a5 is aect te and tha3 all niosk wild be cohsiusior. and Lo ing. '', ILP- hilt dC TO Oi n ri YOUR FAWURR E TO CGrZ1' A riG! 1C1 Cyr CC+1 kW10E,POP IMPROVEMENTS iOYO:J?1'aOFhk7y. TV -YOU 1_N` t,+1tDTOOBTFt1;d;iNATiCTIitiiG, ATTORNEYBEFOPFRECORDiINGYOUP. NOTICE OF C01MMIiENCEMENT. NOTICE: I--' addtdton to the requirements of this pemit there $.,ay be additional res-fictions appli blew thiscounj=, and ',here may be additional , r 'ts required f om other govemmenta.j entities suc as rvafe 11 Acceptance of permit is verification that 1 N611 notify the ovner ofthe properly of fhe requ ements o hlo Sid azure of Owner/Agent Pnnl Owner/Agent's Name Signature of Notary -State of Flonda Owner/ Agent is _ Pmonalh Knox n to Me or Produced ID APPLICA] ION APPROVED BY: 1314 Inmal & Date) l onditions:. Date co ltanc, uv1'rh Ilapl>liczlJc i w; rtk iJ:,ti g EJAI a- a TMAY :r,OUI:.-i n,j t'. t i I II' I /•, DqG jLT i YOU_< LENDER OR AJJ T 1f€ of Cont-acior/Agent antracior Agent-'s Nara may b_ ` nd r1 flit PUWic record of icts, fe: gencie;, rt c.d :1-,l egencie5. i 7134_Jll qloY Date e1lo Q%,tc,Sc, Date Signature of No_rv-State of Florida C on1mClor/Ape'::J Personah_ Known to Me or Produce :_') day Zoning. Li. ::: 1;D: 1n111a1 cs Dale) labst,lradsc l o:te n mint La (a2a pdy:' MIRINDA C. TiIRNER tfsa '•„= MY COMMISSION'+ DD 212893 1' EXPIRES: June 14, 2007 Bonded I hru Notanr. Public Underwriters IV TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z22137B Address 1 VENETIAN BAY Address 2 LOT 75 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TPI 1 Design Loads Roof: 37 PSF Floor: — Wind: 120 MPH ASCE 7-98 Building supply .. a.%0jSELycompany ORLANDO TRUSS DIVISION DBA SMYTH LUMBER CO. 2722 APOPKA BLVD. APOPKA, FL-32703 407-299- 522 FAx:407-2 !j 91,53 Engineer of Record HOME DESIGN SERVICES OF 580 CAPE COD LANE #9, ALTAMONTE, FL AA#2665 - ` Or Building Designer: Seal Dat ' y24Jun-04 Truss Engineer: William M. Ranieri Alpine Engineered Products Design Software FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings Truss ID: R1 E2 R2 E3 R3 C1 R4 C2 R5 C3 R6 C2A R7 R8 R9 R10 R11-2PLY R12 R13 R14 R15 R16 R17 R18 R19 R20 R21 R22 V1 V2 V3 V4 H1 H2 H3 E1 36 Plus Standard Details Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers A LCL1J/ES - tt1J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. I n1J uwu rnEr Am ELI rnun 1. vriruIEn inrui LL.UAUa a Ui riuN. I U113) ou Dru IIEU DI In- .. 120 MPH WIND, 14.35 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. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6= 9-4-0 J A V= J A V= J A V— 3X6 (Al) 3X6(A1) 1-4-0 1-4-0 y h 1_ 20-0-0 _I_ 20-0-0 _1 40-0-0 Over 2 Supports R=1557 U=474 W=8" R=1557 U=474 W=8" PLT TYP. Wave TPI 95 R Desi gn. Crit: TPI STD 6.10 QI`.'Y6 FL 1 - R - Scale=.18751' Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUPLI SHED BY TPI (TRUSS PLATE;. INSTITUTE. 583 O'ONOFR IO DR., SUITE 200, IA N. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP' CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `'* IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. OOUCT S, INC. SHALL NOT BE RESPONSIBLEEONSISLE FOR ANY DEVIATION FROM THIS DE516N; ANY FAILURE TO 7 i- 0.F JV :: No 42704 T C TC B C L L D L D L- 20.0 7 10.0 P 0 P P S F S F S F R E F R 3 5 2-- 2 0 6 7 3 SMYTH LUMBER CO ROOF'TRUSS 61YIS1ON DATE 0 7/ 1 4/ 0 3 D R W SLTUSR352 S L T- E N G / W M R2722SOUTHAPOPKABLVO ! - APOPKA FL 32703 - :: 4O7 299 7 622 FA c; 407 29979.1 53 BUILD THE TRUSSES IN CONFOfi MANGE 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• CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER tgTATEOF. Q` S . t o R pPf ` Vs g• pU C T0 T L L L D 0.0 37.0 P P S F S F S E 0 N - 36089 D U R F A C . 1.25 FROM cJ L CPROFESSIONALENGINEERING..- E:E RTIFICA7E OF AUTN Z TION'#921'8' OR 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. JuT- i4 03 ... SPACING 24.0" JREF- 1S4G352_ZO4 13/b - K/-) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO I-IIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6 (Al) 120 MPH WIND, 14.10 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. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6= 5X6= 2.5X4 % 2.5X4o 6 6 5 X 6 5 X 6 A) (A) ITf 9-4-0 5X6= 5X10= 5X6= 3X6 (Al) 1-4-0 1-4-0 ry y L 19-0-0 12 0I 19-0-0 _1 40-0-0 Over 2 Supports '1 R=1557 U=475 W=8" R=1557 U=475 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 O:TY::::1 FL 1 R Scale 1875" Ft. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 7MR,4 T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 7 4 INSTITUTE. 583 O'ONOFRIO DR., SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED MIC f• qj. F T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER CO : sreuc7UR AL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V D R W SLTUSR352IMPORTANT— FURNISH A COPY OF THIS DESIGNTOTHE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No 42704 B C D L 10.0 P S F ROOF .TRUSS I IVIS(ON PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO j SLT- ENG WMR 2,7,"2,2SO.kfYHAPOPPA EILVO .: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND j BC LL 0.0 PSF APO PKA FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S STATE OF SEON- 38594 4O'7299-1522 ': SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STEEL. NOTED. APPLY CONNECTORS TO 6 ( t R104;r TOT. LD. 37.0 PSF FAx 407 299.9 i 53 :: EXCEPT AS CONNECTORSAREMADEOF20GAASTA653GR40GALV.'•y EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THE S DESIGN, P051PION CONNECTORS PER t SsQryJtD U R . F A C . 1.25 FROM S L C DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE ER IIIG Q 4 PROFESSIONAL ENGINEERING'S RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.G1E" X>;REF- 1S4G352 Z04 CERTIFICATEOFAUTHORIZATION492143COMPONENTCFORANYPAi.TICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jul 14-! ANSIJTFI 1-1995 SECTION 2. LG[13/O - K3) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 13.90 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) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. NAILS @ 6" OC. 5X6 5X6= 3X6 (Al) 2.5X4 01 2.5X4 6 (— -1 6 5X6% 5X6o 9-4-0 5X6= 5X10= 5X6= 3X6 (A1) 1-4-0 H Er 18-2-8 I 3-7-0 I 18-2-8 _I 0-0-0 Over 2 Supports R=1557 U=476 W=8" R=1557 U=476 W=8" PLT TYP. Wave TPI 95 R D e s i g n Crit: TPI STD FLBC 6.10 u QT:YI1 FL 1 - R Scale=.1875" Ft. WARNINf** TRUSSES REOU IRE EXTREME PARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND : ,• yid.. T C L L 2 O. O P S F R E F R 3 5 2-- 2 06 7 5BRACING. REFER TO HIB-91 (HANDLING 1NSTALLING AND BRACING). PUBLISHED BY TPI .(TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR.. SUITE 200. MADISO H, HI 53719). FOR SAFETY FR ALTICE$ PRIOR TO Q'iF PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 3 fv`% T C D L 7.0 P S F DATE 0 7 / 1 4/ 0 3 SMl''I H LUMBER Cq. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF:TRUSSnlY1SION' *IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t NO 47704 s BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722:SOI7iIH A. OPB KALv.QqBUILD THE TRUSSES IN CONFORMANCE WITH III: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 11 * 1 t B C L L 0.0 P S F S L T - E N G / W M R fAPOPKA FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S STATE OF SPECIFICATION PUBLISH EO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) OF TP(. ALPINE aoz99-Iez2 <t RTOT.LD. 37.0 PSF SEQN 20274 FAx. 407 299'91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO pp+., EACH FACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER -VsJl1 " ' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V NA1;:. DUR.FAC. 1.25 PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERT1FtCATE OFhUT190RI7ATION lt921- COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESFONSIB ILITV OF THE BUILDING DESIGNER, PER ,]6-1 1Q O3 SPACING 24.D" JREF- 1S4G352_Z04 ANSI/TPI1-1995 SECTION 2. LL G 1..3/b - K 4 ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6 (Al) 1 tit uIu r LrAtALU F Rul"I 1. u l'IrUIEM %IVYuI LI %f i n. -III "II ,- i -n II „i — 120 MPH WIND, 13.60 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6= 2.5X4 % 2.5X4 6 r 6 5 X 6 5 X 6 9-4-0 5X6= 5X10= 5X6= 3X6(A1) ty rr I 17-0-0 I 6-0-0 I 17-0-0 I 40-0-0 Over 2 Supports R=1557 U=478 W=8" R=1557 U=478 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY1 FL 1 - R - Scale=.1875" Ft. WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 7 6BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE A/j- INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO i ATIF1c4l PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALT. HAVE PROPERLY ATTACHED 1G ! T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 S MYTH. LUMBER CO; :: STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. { No 42704IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y= B C D L 10.0 P S F D R W SLTUSR352ROOFTRUSSL(VISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS TIESICN; ANY FAILURE TO 7C i 0:- 2722 SOUTH APOPKA BLVD.. .: BUILD THE TP,USSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND ' ;31'ATE OF - B C L L 0.0 P S F S L T - E N G / W M R POPKA FL 32703 - BRACING OF TRUSSES. THIS DESIGN CO HFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN V. kISPECIFICATIONPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE A Pf W40729s1522V TOT.LD. 37.0 PSF SEON- 38591CONNECTORSAREMADOF20GAASTMA553GR40GALY. STEEL. E%CCPT AS NOTED. APPLY CONNECTORS TO . ..' FAX 407 299.91 5H EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER••/}oI ` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING'-`1,A1. PROFESSIC)NAL, ENGINEERING ;.:. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS D U R . F A C . 1.25 FROM S L C CERTIFICATB OFAUTHORI7A'TION 4t9218 COMPONENTAGOR ANY PAI:TICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER JUI 14 03 ACING 24. QpANSI/TPI 1-1995 SECTION 2. SP W E F- 1 S 4 G 3 5 2_Z 0 4 LLLl,J1t3 - K5) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 HIS UWb NHLKAKLU LKUM UUMHUILK 1NPUI (LUAUS & U1Mt NbIUNJ)._SU8MIIICU 8Y IKUJJ MI-K. 120 MPH WIND, 13.40 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) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. NAILS @ 6" OC. 5X6= 2.5X4= 5X6= El 2.5X4 2.5X4 6 r (A) (A) —1 6 5 X 6 -0 5X6s 9-4-0 2 5X4 = 5X8— 5X8= — 3X6(Al) 3X6 (Al) 1-4-0 1-4-0 ty" H I_ 16-2-8 _1_ 7-7-0 _I_ 16-2-8 J 40-0-0 Over 2 Supports R=1557 U=478 W=8" R=1557 U=478 W=8" PLT TYP. Wave TPI 95 R D e s i g n Crit: TPI STD FLBC 6.10 ...... QTY:.1 FL 1 - R - Scale=.1875" Ft. i—WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BR AC[NG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAOISON, WI 53719), FOR SAFETY PRACTICES PR iOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 70P LNORO 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 TP 1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND FAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA'ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERqDEDICATESACCEPTANCEOFPROFESSIONALENGINEERINGDRAWINGS ILI A Z. THE SEAL ON THIS COMPONENTRESPONSIBILITYSOLELYFORTHETRUSSCOMFONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Q. ,e Q11F C,q ' 1G 5-0 No 42704 Z 1 . - STATE OF f 4 s h R,Otf c,``',: V on a T C T G BC BC TOT. L L D L DL L L L D . 20.0 7.0 10. 0.0 37.0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 2 0 6 7 7 SMYTH LUMBER CO ROOF TRUSS:D (VISION! .I 2722:SOu7H APOPKA BL1(17, AP0P.K4 FL 32703 407 299:1;522 : PROFESSIONAL ENGINEERING _: ,; DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 S L T - E N G WM R S E Q N - 20242 D U R . F AC . 1.25 FROM S L C CER FNWEOF:ALFMORI71TION 49218: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S4G352_ZO4 kCCC 1.5/1:5 - Kb) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 14EBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6 (Al) IM13 UVNII rKLYAMLU PMUPI I.VPIYUILK 1NFU1 (LUAUS 01 UI PI C I131V IY3) 3UD I -,II ICV DI IMU33 I-Irm 120 MPH WIND, 13.10 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2.5X4= 5X6= 5X6 % 5X6S 6 r (A) (A) 6 A) (A) 9-4-0 2X4111 5X8= 5X = 2X41118— 3X6 (Al) 1-4-0 1-4-0HH 15-0-0 _1_ 10-0-0 _1_ 15-0-0 _I 40-0-0 Over 2 Supports R=1557 U=480 W=8" R=1557 U=480 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 1875" Ft. I"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON, WI S9719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE IN0iCATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED s7Rucrursat 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 M e ate' (.` t1F1'^3, • 1 fG :. ND 42704 : 1 e 7C "' 1 STATE O . T C T C BC B C L L D L DL L L 20.0 7.0 10.0 0 . 0 P S F P S F PSF PSFF R E F R 3 5 2-- 2 0 6 7 8 SMYTH LUMBER CO:. : yF2OOF,7'RU$SWIYISION : 2722 S01M APOP.KA BLVD APOPKA FL 32703 DATE 0 7 / 1 4 0 3 DRW SLTUSR352 S L T - E N G W M R 4Q7 I 7 622 . FAx !407 299-9 i 53 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 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER•• S Q R1of T 0 T L D . 37.0 P S F S EON - 38588 D U R F A C . 1.25 FROM S L CPROFESSIONALENGINEERING' - DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF. PROFESSIONAL ENGINEERWE RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS sIQ AL CERTIFICATE OF:AUT}HORRhTION'#921.13 COMFONENTkFOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. J U j. 1.4:;:R SPACING24. d' U E F - 1 S 4 G 3 5 2_Z O 4 LLLl.5lb - K/) TOP CHORD 2x4 SP #k2 BOT CHORD 2x4 SP #¢2 WEBS 2x4 SP #k3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 3X6 (Al) 5X6= . 2X4III 120 MPH WIND, 12.90 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. 6Z[' 5X6% 5 X 6 9-4-0 2X411I 5X12= 3X8= 5X12= 2X4III 3X6(Al) ry I 14-2-8 I 11-7-0 I 14-2-8 _I 40-0-0 Over 2 Supports -- - R=1557 U=481 W=8" R=1557 U=481 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY1 FL 1 - R Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND M :RA- T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 7 9PRACING. REFER TO HiB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE 'T// INSTITUTE. 583 D'ONOFR IO DR:, SUITE 200. MAD ISO N. WI :53119). FOR SAFETY PRACTICES PRIOR TO GSGA1IFI C'` V PERFORf11NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED , V~ it T C D L 7.0 P S F D A T E 0 7 / 1 4 /-0 3 MYTI LUMBER Cg STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED It :N d 7Q i BC DL 10.0 PSF DRW SLTUSR352ROOF:+CRUSS dfVIS)ON:: : PRODUCTS. INC. SHALL. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722:SOI1T 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 NO (NATIONAL BE SION;z, TATEOF . BL. LL 0.0 PSF SLT-ENG /WMR SPEC IFIL ATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 407 ,29J-1622 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOn Q R10 T 0T . L D . 37.0 P S F S EON - 20226 FAX:; 40729$:9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER {pM//` `(`" DRAWINGS 160 A-Z. THE SEAL ONTHIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '" v1Y:T O U R. F AC . 1.25 FROM S L C PROFESSIONALENGINEERING.: RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE 6FAUTTIORIZ/ATION*921:8: COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER JU1 14::'03 - ANSI/ TPI 1-1995 SECTION Z. SPACING 24.0" JREF- 1S4G352_ZO4 LC/_1 i/IS I(tS) IHIJ UKU VKLrAKLU rKVl"I lUMVUILK IIVrUI kLUAUJ d UIriuvJIVr1JJ OUDI-I11I— u I , n. TOP CHORD 2x4 SP 2 120 MPH WIND, 12.60 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. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. 3X6 (Al) 5 X 6 =— 2X4III 5X6= 5X6 5 X 6 6 r 6 9-4-0 2X4111 5X6= 3X8= 5X6= 2X4III 3X6 (Al) 1-4-0 1-4-0 rr r-r I 13-0-0 I 14-0-0 I 13-0-0 I 40-0-0 Over 2 Supports R=1557 U=482 W=8" R=1557 U=482 W=8" M M R4 f;' CIF1C;q yIF F No 42704 STATE :OF Ju:1:::1:4::: . kLLL1.51b - KY) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 3X6(Al) 120 MPH WIND, 12.40 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. 5X6= 2X4III 5X6= 2.5X4 i5-- 2.5X4 6.F— —I 6 9-4-0 2X4111 X = 3X8= 5X12= 2X4III512— — 3X6(Al) 1-4-0 1-4-0 ry ty I 12-2-8 I 15-7-0 1 12-2-8 J 0-0-0 Over 2 Supports R=1557 U=483 W=8" R=1557 U=483 W=8" PLT TYP. Wave TPI 95 R Design Crit.: TPI STD FLBC 6.10 OTY1 FL 1 - - R Scale=.1875" Ft. WARNING** TRUSSES REOU IRE EXTREME CARE IN FAOR ICATION, HANDLING. SHIPPING, INSTALLING AND .R,q T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 1BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATEINSTITUTE. 5` /- RACTICES PERFORMING THESEDFUNOC TIONSD'IDRUNLESS TOTH OE RNISEDINDICATED. TO PISON. WIICHORDFSHALLR.FETYHAVEPPROPERLY ATTACHED ` ' V PRIOR TO IFIC%` v. ,. , . ff TC DL 70 PSF DATE 07/14/03 SMYTH LUMBER LO : STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FiOOF.' iRUSS:CJ1Y1S1ON;; **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f -No 42704 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722: SOVhi APOPKA BLVD: BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS BES[GN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN '1 STATE QF f: B C L L 0.0 P S F S L T - E N G / W MRAPOPKA .... ; 32703 S PECIF [CATION PUBLISHED BY THE AMER IC ANFOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Q R,Q , TOT. L D . 37.0 P S F S EON - 2021 9 407299f622LPrCONNECTORS ARE MADE OF 20 GA ASTM A657 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAX;: 407 299-97 53: EACH FACE OF TRUSS, AND UNLESS OTHEAWI$E LOCATED ON THIS DESIGN, POSITION CONNECTORS PER p E PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOICAtES ACCEPTANCE OF PROFESSIONAL ENGINEERING NALEl1 D U R. F A C. 1.25 FROM S L C RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFIC/ ATE OF AUThIOOREInTION it921:6 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 'Ju' 1'4'03 ANSI/TPI 1-1995 SECTION ZCI SPACING SPA/, TRI /` 24.0" JREF- ].S4G352_Z04 1LC13lB - IZ1U) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. 3X6 (A1) I KIJ UWb I'KtYAKLU rKUM LUMNUILK 1NFU I (LUAU) h U1 Pit IN J 1U 113) JUUPIlI ItU nT IKUJJ 19r It. 120 MPH WIND, 12.10 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. 5 X 6 =— 5X6= 2. 5X4 = 5X6= 7_. 5X4 2.5X4 6r— 6 9- 4-0 2X4111 — — 5X8= 2X4111 5X8= 5X6= — 3X6( A1) 1- 4 0 1-4-0 I 11-0-0 I 18-0-0 _1_ 11-0-0 _I 40- 0-0 Over 2 Supports R= 1557 U=485 W=8" R=1557 U=485 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 .... Q.TY.:.1 FL 1 R - Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H10-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON, WI 501719). FOR SAFETY PRACTICES PRIOR TO STRUCTURAL PANEHESLS. 8 OTTOMSCHORDS SHALLHHAN EERW SA PROPERLYD ATTACHED O R DIGIDA CEI LING. HAVE PROPERLY ATTACHED IMPORTANT"• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 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 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERn 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 CAM M R G'( IFIC,q F .: f. F `•' d NO iZ%Oa S. j 1;STATE:OF z ' Prr<c: OR,O.!' V • v sE::; NAB. T C TIC BC B C T 0T L L D L D L L L L D . 20. 0 7. 0 10. 0 0 3 7 P P P 0 P 0 P S F c JF S F S F S F R E F R 3 5 2-- 2 0 6 8 2 DATE 0 7/ 1 4/ 0 3 bJMYTH.; LUMBER CO,. FZOOF. TR USSL) IVISION 2722 SOVfFiAPOPKA BLVD APOFKA FL 2703 : 407. 1522 FAX :4072999153 ! PROFEsSRDNALENGINEERING,:: D R W SLTUSR352 S L T - E N G / W M R S E 0 N 38582 D U R . F A C . 1.25 F R 0 M S LC SPACING 24. 0i JR E F 1 S 4 G 3 5 2_Z 0 4 CERTIFICATE OFAUT1iORFZATION7A92T8 COMPONENTi-FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIITP1 1995 SECTION 2. U C LLL1S/ti - K11-ZFLY) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B1 2x6 SP #2: WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.33 to 54 PLF at 41.33 BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.33 BC 2508 LB Conc. Load at 11.60 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X6 (Al) IHIS U416 PKLPAKLU FKUM (AMPUItK INV'UI (LUAUS & UiMMIUNS) SU811111LU BY IRUSS MR. 2 Complete Trusses Required NAILING SCHEDULE: (0.13lx3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 5X6= 2X4111 2.5X4= 5X6= 5X6= 2X4111 2.5X4 6 r 6 9-4-0 B1 7X10= 2 5X4= — 2 5X4= 2X4III2.5X4= — — 5X6= — 3X6(A1) 1-4.-0 1-4-0 ry h I_ 10-1-0 _1_ 19-10-0 1 10-1-0 I 40-0-0 Over 2 Supports R=3346 U=1630 W=8" R=2277 U=938 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTYii7 FL - 1 - - R - Scale=.1875" Ft. WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BV TFI (TRUSS PLATE T C L L 20.0 PSF R E F R 3 5 2-- 2 0 6 8 3 INSTITUTE. 603 0'ONOFRIO DR., SUITE 200, MADISD N, WI 53719). FOR SAFETY PRACTICES PRIOR TO_FIC rPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP .CHORD SHALL HAVE PROPERLY ATTACHED J/4 C T 1. D L 7 0 P S F DATE 0 7 / 1 4 / 0 3MYTHLUMBERCOSTRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i :NO AiZ70 iIMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 10.0 P S F D R W SLTUSR 352FZ7OOETRIISSU,IYISION.i PRODUCTS. INC. SHALL NOT BE RESFONSISLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO * j: *. 2722 SOUTH APOPKA BLVD: BUILD THE TRUSSES IN CO NF ORHANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND r BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNSTATE,:OF - B C L L 0.0 P S F S L T- E N G / WM RAPOPi<A FL 32703 ,. // P 1 tv SPECIFICATION PUBLISHED BY THE ASSOCIATION) AND TPI. ALPINE y R 0•' ' TOT. L D 3 7 0 P S F S E V N- 2 0 2 1 0407299t622AMER (CAN FOREST AND PAPER LCONNECTORSAREMADEOF20GAASTMA6576R40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO , qFAX:; 407 299-9153 .: EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER e ` PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C 1.25 FROM S L C RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS:: ::: C ERTIFICiATE OFAUTFIO RRA77(7N YF921:8COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Jul 14 .0.3.......:. SPACING SEE ABOVE JREF- 1S4G352_Z04 L_. 4ZZ1 1H - K1Z) TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REOUIREMENTS. into menu rncrnnuw ruicn inrui X + + ,, .,.—'j 120 MPH WIND, 11.60 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8 5X6= 2.5X4= 5X8= 2X4 T2 T3 2 X 4 6 A) 6 C-- f7 3X6 (A I) 5X6= 3X8= 5X6= 5X6= 3X6(A1) 1-4-0 1-4-0 I 9-0-0 1 22-0-0 I_ 9-0-0 _I 0-0-0 Over 2 Supports R=1557 U=487 W=8" R=1557 U=487 W=8" 9-4-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:l FL 1 R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M: T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 4 DATE 0 7 / 1 4 / 0 3INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 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 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO^. T IFI C„F1lV ; f .N6..42704... 7 ' r+ 1 .STATE .OF 1 O R`O s T C BC B C T 0 T D L DL L L L D . 7.O 10.0 0.0 37.0 P S F PSF P S F P S F S MYTH LUMBER CO; fi00F:7RUS$I'IVISION ! 2722:SOLFFH AP.OI'1CA 6LV.M APOPKA FL 327O3 d07 299-T622 DRW SLTUSR352 S L T - E N G W M R S EON - 37754 FAx:;407 299791 53 :: .: EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER a n .«. D U R FAG . 1.25 FROM S L C. 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 Vs NAL : SPACING 24.C1" L3REF- 1S4G352_Z04CERTIFICATEOFAO-nAC)R17AT1ON'4w921P0: COMPONENTAFOR ANY PA$TICULAR BUILDING IS THE RESPONS.IBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 722137B - R131 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #1 Dense: BOT CHORD 2x6 SP #2 :B2 2x6 SP SS: WEBS 2x4 SP #3 :W3, W9 2x4 SP #2: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1OX10 (R) \\\ 5X4(A4 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 1 HIP SUPPORTS 7-0-0-JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.55" DUE TO LIVE LOAD AND 0.46" DUE TO DEAD LOAD AT X=_20-0-0. 3X4= 7X6— 3X4= .1OX10 (R) !ll 4) Z.5X4= _ .3xb Z.5A4= 5X4 (A4) = 5X4 (A4) 1-4-0 1-4-0 I 7-0-0 I 26-0-0 I 7-0-0 I 40-0-0 Over 2 Supports R=3091 U=902`W=8" R=3091 U=902 W=8" 9-4-0 PLT TYP. High Strength, Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 - -- ::O:T1::1 FL - 1 R - Scale=.1875" Ft. WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND __ .• w T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 5BRACING.. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING):, PUBLISHED BY TPI (TRUSS PLATE {` /r 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 r`AtIFI p T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER CO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.yg Fi00F:TRUSS:DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'f1jQ 42704 :. BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS- INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLY.0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING- HANDLING. SHIPPING, INSTALLING AND y.r+ AP.OPK.A FL ::32703: BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1-.+%,I C QF 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 TPI. ALPINE p ,,,. TOT . L D . 37.0 P S F S E ON - 37737407299,;s22 o a rCONNECTORSAREMADEOF2OGAASTMA653GR40GALY. 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 PERn` .' c- DRAWINGS 160, A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM J L CPROFESSSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS d,ff1 CErm FIGATE OF ALR1-10RRAmorN tt9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. "' SPACING SEE ABOVE JREF- 1S4G352_ZO4 LLL1S/ti - R14) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at 1.33 to 54 PLF at 11.54 BC From 4 PLF at 1.33 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 11.54 TC 400 LB Conc. Load at 10.67 S[lm I HIJ UWU YKtHAKtU VKUM L.UMFUILH INPUI (LUAU) 6 UIMt1VJ 1 UtVJ) -,ULSMIIILU 1ST IKUJJ MYK. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 10.85 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. L<1-4-OY 1_ 6-0-0 _i_ 5-6-8 _I 11-6-8 Over 2 Support R=548 U=290 W=8" R=784 U=386 i 0-6-1 9-4-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTYt4 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND . T C L L 20.0 P S F R E F R 3 5 2_ -- 2_ 0 6 8 6BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TO I (TRUSS PLATE y . I INSTITUTE. 583 D'gNOFRIO DR., SUITE 200, MADISON, NI 53719j. FOR SAFELY PRACTICES PRIOR TDTIFI /F T C D L 7. 0 P S F D AT E 0 7/ 1 4/ 0 3PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED S MYTHLUMB.I;R CO,. : STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fG: C - " IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED @@@ No 42704 ROOFT!\USS 01VISION . PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C D L 10.0 P S F D R WSL TUSR352 2722 SOl7fi-1 APOPKA BLVb BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND l p APOPKA FL, 32703 .: BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNALPINE STATE .OF Q"- U C L L• 0.0 P S F S L T - E N G / W M R CONNECTORS SPEC FI ATI AREPMADESOF020 GATASTMMA653ER AGR 40RCALVANDTEELPA EREXCEFTIASINOT NOTED. NDTA PPLYACONNECTORS TO yO R 1`, a07Q99t522PI :< TOT.LD. 37.0 PSF SEQN- 21331 FAX 407299-91 53 .: EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER NA PROFESSIONAL EFIGJNEEHING,;, :: RESPONSIBILITY SOLELY TFOR STHE TRUSS I COMPONENT DESIGN T SHOWN, EFTA THE OFPROFESSIONAL AND USE ENGINEERING D U R . F A C . 1.25 FROM S L C CEFTITFLEATE OF AUTHOR17A- nON7A92F8 COMPONENT kFOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1- 1995 SECTION 2. JuT- 14 '03 SPACING SEE AflOVE REF- 1S4G352_Z04 Z22137B - R15) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTEDBY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE,7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP.B, WIND TCDL=5.0 PSF, WIND. BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 4 X 6 =_ LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE OUR.FAC.=1.25) TC From 54 PLF at -1.33 to 54 PLF at 11.54 BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 11.54 TC 321 LB Conc. Load at 5.00, 7.00 BC 148 LB Conc. Load at 5.00, 7.00 6 eF__ 0-6-1 9-4-0 2. 5 X 4 = 2X4 III 2.5X4(A1) _ 5X4(B2) _ LE1-4-O> 1_ 5-0-0 —1— 2-0-0 _1_ 4-6-8 _I 11-6-8 Over 2 Supports R=978 U=596 W=8" R=892 U=529 W=2.5" 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 AND BRACING), PUBLISHED BY TPI (TRUSS PLATE t HOOF TRUSS.L.. g07299-i522 v FAN: 407 299-91 53 PROFESSIONAL ENGINEER CEfRTTFICATG OF-AURiORRATION INSTITUTE, 583 O'ONOFRID DR., SUITE 200. MAD;SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ON, OTHERWISE N01CATEO, 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 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS 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 121b' COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. No 427041. Mt OF AS OAfA4+ r Ju ) 14 0 3 ..... ..... ... FL/-/l/-/-/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--20687 DATE 07/14/03 DRW SLTUSR352 SLT-ENG /WMR SEON- 38523 FROM SLC JREF- 1S4G352 ZO4 LM3/13 - R16) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 T 2-4-7 1 IrI1J Ullb FKtrAKtu rKUPI l,u F1PUItK 1NFui (LUAU) N U1Pit 1131 UIN dJ ZIUDI-11iIrU DI 1KU3J PIr K. 120 MPH WIND, 15.18 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. 5X4= 6 F-- 6 2.5X4 0 2. 5X4 T 2- I4- 7 2X4111 2X4III 2.5X4 = 2.5X4 0 0 1_ 21-4-030-10t> 8-1-4-0 L 4-7-8 ;I_ 4-7-8 _I 9-3-0 Over 2 Supports R=423 U=274 W=1.5" R=423 U=271 W=4" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 :OTY.. FL - 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING ANDp,M •; IQ T C L L 20. 0 P S F R E F R 3 5 2-- 2 0 6 8 8BRACING. REf ER TO HIB-91 (HANDLING INSTALLING AND OR ACING), PUBLISHED BY TFI (TRUSS ELATE INS7ITUiE. 503 0'O NOFRIO DR.. SUITE 200, MAOISO N, NI SJ719). FOR SAFETY PRACTICES PRIOR TO Vic, t lFl (`• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED j T C D L 7. 0 P S F DATE 0 7/ 1 4/ 0 3 SMYTFI LUMB..ER CO'. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. } fi00F,RUSS n1Y1S10NIhIP ORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i i1 0.1427041..,0 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO T2722THSOUAPOPKA6LVO : BUILD THE TRUSSES IN CONFORMANCE WITH TFI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND t L L O. 0 P S F S L T- E N G W MR APOPKAFL.. :32703 BC BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STA OF L QI' / SPECIFICATIONPUBLISHEDBYTHEAMERICANFORESTANDPACERASSOCIATION) AND iPi. ALPINE S /C ^1 Prr / 4072991622CONNECTORSAREMADEOF20GpASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS i0 Y Rio• TOT . L D . 37.0 P S F S EON - 20158 FAX . 407 z98-91 53 ! -! EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '1/~f/ DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A1 E D U R . F A C . 1.25 FROM S L C PROFESSIONAL XJGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION Lt921E11 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER j11I 1 4:11 03 --- .. - SPACING 24. Q " a REF - 1 S 4 G 3 5 2_Z 0 4 ANSI/TFI '1-195 SECTION 2. L CC 1.5/b - K1/) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 T 2-4-7 ini a' rvu R LI'HRLV . X v ii n.iivnaX .,v iuii v i ., n ,,. 120 MPH WIND, 15.02 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 5X4= 5X4= 6I— —16 2.5X4 O 2.5X4 T 2 4-7 Y.0 - 0 2X4 III 2.5X4 = 2X4 III 2.5X4= 2.5X4= L<1-4-010-" 0 8-12 1-4'0y 1_ 3-11-8 _I_1-4-0_1_ 3-11-8 _1 9-3-0 Over 2 Supports R=422 U=274 W=1.5" R=422 U=272 W=4" PLT TYP. Wave TPI 95 RD e s i q n Crit: TPI STD FLBC 6.10 __ OT:Y::l FL - 1 R - Scale =.375" Ft. i— WARNING" TRUSSES REOUiRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MADiSON, NI 53119). 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 NO (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION)' AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TMAS 53 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER L. F1C,A F ., i11IGW. E No 42704.1BC STATE OF Q` - S' y O R1 T C L T C D DL BC LL T 0 T. L L L D. 2 0.0 7. 10. 0 0. 0 3 7. 0 0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 2 0 6 8 9DATE 0 7/ 1 4/ 0 3 SMYTIi LUMBER CO F2 .. Rl15SI IVISION.. : 2722 SOU'YH APOPKA BLVb; APOPKA FL 32703 :: 497299- T.522 i FAX;: 407-299-9 1 53 DRW SLTUSR352 SLT- ENG bJMR S EON 20188 D U R F A C 1.25 FROM S L C PROFESSIONALENGINEERING.,..:! EFTI11FICATE OFAU1140RIA710N*921:8: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGN 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. V ::: J6 ::: 4: '03....- SPACING 24.0 JREF- 1S4G352_Z04 4ZZ1,31B - R18) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 4X6= 6(- 2 X 4 III 2X4(Al 5X4= 6 3X4= 2X4(Al THIS UWG FRE AKLU hKUM COMPUILK 1NfUI (LUAUJ & U1MtNJ1UNJ) JUb M111tU by IKUJJ MI-K. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.33 to 54 PLF at 10.67 BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC — From 20 PLF at 0.00 to 20 PLF at 9.33 BC From 4 PLF at 9.33 to 4 PLF at 10.67 TC 8 LB Conc. Load at 3.09, 4.67, 6.24 BC 10 LB Conc. Load at 3.09, 4.67, 6.24 L<1-4-0 0 10- 0-10 1-4-Oy 1— 2-0-0 _1_ 5-4-0 _1— 2-0-0 _1 9-4-0 Over 2 Supports R=450 U=292 W=1.5" R=450 U=292 W=1.5" 14-0-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0T:Y::1 FL 1 - - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M.• A T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 9 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE /rA1INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADiSON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ` CPERFORNIINGTHESEFUNCTIONS. UNLESS OTHERWISE 1NOICA TED. TOP CHORD SHALL HAVE PROPERLY ATTACHED FICT - TC D L 7.0 PSFF DATE 0 7/ 1 4/ 0 3SnMYrHL,UMB..ER CO. sraucruRAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.'p y **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDNEEREOf ND 4•j704 ' BC DL 10.0 PSF DRW SLTUSR352ROOFTRUSSD.IY$ION 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 AHD ApOPKA FI- 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESIGN 1 BC L L 0.0 P S F S L T- E N G / W MR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND CAPER ASSOCIATION) AND TPI. ALPINES.TATEzLOS'c Pry`, TOT.LD. 37.0 PSF SEON- 13792 CONNECTORSAREMADEOF20f.A ASTM A653 GR aO GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ' a FAX407299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C DRAWINGS160A-Z.- THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGp 11 D U R F A C. 1.25 FROM J L C PROFESSIONALENGINEERING- RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS /Y CERTIFICATE 6F Aimmirz naNnb21'8COMPONENT FOR ANSECT90PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER .jut 14:;; ... :::: SPACING 24.Q" tjREF- ].S4G352_Z04 LZZ1,31b - Kly) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 22.25 BC From 20 PLF at 0.00 to 20 PLF at 20.92 BC From 4 PLF at 20.92 to 4 PLF at 22.25 TC 400 LB Conc. Load at 0.58 0-6-11 C_ 3X4( 5X4= I KIJ UWU FK LVAKtU YKUM UE)ivlh'U I tK INI'UI (LUAU) 6 U1MtNJ1UNJ) JUbM111tU KY IKUJJ Mt K. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 12.02 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. I—) — EE 20-11-0 Over 2 Supports R=1155 U=437 W=3" R=870 U=329 W=8" PLT TYP. Wave TPI 95 R Des gn Crit: TPI STD FLBC 6.10 QTY 4 FL 1 - R - Scale=.3125" Ft. WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING ANDR TC L L 20.0 P S F R E F R 3 5 2-- 2 0 6 9 1BRACING. REFER TO HPB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE. "" B NOFRIO .DR.' SUITE 2DO MADISOI WI 53719), FOR SAFETY PRACTICES PRIOR TO G tIFIC;gT T C D L 7. Q P S F DATE 0 7/ 1 4/ 0 3PERFORMINGTHESEFUNCTIONS. UNLESS OTHER SE INO ICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Q SMYTH LUMBER CO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ga' - IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f .:No 42704 BC DL 1Q. Q PSF DRW SLTUSR352F2OOFTRUSS0hiMION:: PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO * ; - _ *, 2722. SOUTH APOP'KA BLVIJ; BUILD THE TRUSSES IN CONFORMANCE NI TH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND APOPKA FL 32703 : BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF HDS (NATIONAL DESIGN t :STATE bF A BC LL 0.0 PSF SLT-ENG /WMR SPECIFICATION PUBLISHED OY THE AMER ICAN FOREST AND PAPER ASS OCIATIO N)A ND TPI. ALPINE :, a07 299 1 622 CONNECTORS ARE MADE OF 20GA ASiM A653 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 . T 0 T . L D . 37.0 P S F S E Q N - 20290 FAX:; 407 299=91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER S NAI:El'` DRAWINGS 160 A-Z. THE SEAL .ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM S L C ' PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT -DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF:AUTNORIZATTONJt921'B: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Jui 14 '03 SPACING SEE ABOVE JREF- 1S4G352_ZO4 in— unu —Lrnn— -- wnrui[n ii—ui (—nvo TOP CHORD 2x4 SP #2 120 MPH WIND, 11.60 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 #3 BCOL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-6-11 V 3X4( 5X4= 4X6= 2X4 6 f2X4 % - 6 9-4-0 B2) = 3X8= 5X4= 2. 5X4 (A1) l-4 I 8-7-0 I 3-4-0 I 9-0-0 1 20-11-0 Over 2 Supports '1 R=764 U=227 W=3" R=861 U=307 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OT:Y.:l FL 1 - R - Scale=.3125" Ft. WARNING"* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND b T C L L 2 O. 0 P S F R E F R 3 5 2-- 2 0 6 9 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACINC), PUBLISHED BY TPI (TRUSS PLATE T PERFORMING 7HESEDFUNOC7TONSORUNLE$ST0 THERNISEDINONCATED, TO PICHORDFSHALLFHAVEPPROFERLY ATTACHED ArxiwFIC4F T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER CO'. srRuc7uRAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f G IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED{ NO 44704 BC DL 10.0 PSF DRW SLTUSR352 ROOFTRU$$ C 1ViS10N PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH ApOP.IG4 BLVD BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND _ T - E N G W M R APOP. KA FL 32703,BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF B C L L PSF FS L / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 407299T622CONNECTORSAREMADEOF20GAASTMA653GR40DAILY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO < 0 R1dP ` T 0 T . L D . 37.0 P S F S E Q N 20296 FAx.! 407 299-9 1 53 EACH FACE OF TRUSS, AND ,UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER :I ti DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.2 5 FROM S L C PROFESSIONALENGINEERING:: .: RE`PONSIBI LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ' CF. RTIFICAIEOFAUTHOAEZA710NlF92 T-8 COMPONENT'F OR ANY PARTICULAR BUILD LNG IS THE RESPONSIBILITY OF THE BU RDINGDESIGNER. PER UI 1:4:: US SPACING 24.U" JREF- 1S4G352_Z04 ANSI/TPI 1-1995 SECTION 2. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS'& DIMENS16S) SUBMITTED BY TRUSS MFR. LLC 1.5/CS - KC1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 0-6-3 5X4(til) 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP 8, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.08" DUE TO LIVE LOAD AND 0.07" DUE TO DEAD LOAD AT X = 14-0-8. 5 X 4 =— 2.5X4= 5X4= i< 21-0-0 Over 2 Supports R=1536 U=566 W=4 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD WARNING*` TRUSSES REDUIRE EXTREME CARE IN FABRICATION,. HANDLING. SNIPPING, AND BRACING. REFER TO BCSI 1-03 (BUILOI NG COMPONENT SAFETY INfOftMATION), PUBLISHED BY TP1 (TR L155 PLATE INSTITUTE. 58.7TRUSSI O'OII OFRIO DR.. SUITE 200. MAGI SON, NI 537191 AND WTCA (MOOD TRUSS COIINCII I1F AMERICA. 6300 ENTERPRISE LN. Building MADISON „WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUIICTIONS. "MESS DiHERWISE INDICATED. g TUP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED Supply RIGID CEILING. 1NLbL I O TRUSSh5EtfYcony TRUSSO IMPORTANT** FURNISH A COPY OF THIS DESIGN TU THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS. THE. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE OBA S.-.i w..... co TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING A BRACING OF TRUSSES. 2722 APOPKA BLVD. OFSIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ALPINE APOPKA, FL32703 CONNECTOR PLATES ARE MADE OF 20/IB/I-A (W,H/S/N) ASTH A653 GRADE 40/BO (W. K/W.SI GALE. STEEL. APPLY 407-299-1 5222 PLATES TO EACH FALE OF TRUSS ANO. IINL ESS OTNE RWISE LOCATED ON THIS DESIGN. POSITION PER DRAM NGS 16OA-2. FAX; 407 299- 1 1 ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPII-20OZ SEC.3. A SEAL ON THIS PRO FESSI ONAL ENGINEERING DRA14ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT CERTIFICATE OFAUTHORIZATION 49218 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. 0-4-3 9-4-0 3X6(Al) i-a-off 7-0-0 _I R=1608 U=615 W=8" 7. 01 . 0 318 . 1.Q xvwnnftAv„,_ 0 T Y: 1 a6Y rG(TIFIYVC,q' t` N0.42704 ATE O PP ;! oRIP,. • Jun 17 '04 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 DO . FAC . 1 . 25 SPACING SEE ABOV. 3-10-3 Scale=.3125"/Ft. REF R352-- 4555 DATE 06/17/04 D R W SLTUSR352 04169273 SLT-ENG /WMR SEQN 54340 FROM SLC JREF- 1SDV352 Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS I4FR. ZZZ13/13 - R22) TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP SS WEBS 2x4 SP #3 :W3, 144, W8 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) BC From 20 PLF at -3.00 to 20 PLF at 0.00 BC From 412 PLF at 0.00 to 412 PLF at 8.92 BC From 20 PLF at. 8.92 to 20 PLF at 10.08 TC 450 LB Conc. Load at 1.00 TC 423 LB Conc. Load at 1.00, 3,00, 5.00, 7.00, 8.00 4-8-0 2.5X4= 2 X 4 Ill 2 X 4 III LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED VERTICAL DEFLECTION IS 0.04" DUE TO LIVE LOAD AND 0.04" DUE TO DEAD LOAD AT X — 3-7-15. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. W3 6X6= 2X4111 2.5X4= 010= W4 W8 9-4-0 4X6 (R) III 4X12= 4X10= 3X4111 9-5-0 13-1-0 Over 2 Supports R=1173 PLF U=578 PLF W=3-3-0 R=2508 U=1235 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD Fk j[Tf#[0FK_]' WAR NINGCS` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO BCSI ]-0J (U UILDI" COFPONENT SAFETY INFORMATION). PUBLISHED BY TFI (TRUSS PLATE INSTITUTE. I- O'ONOfRIO DR., SLIT TE 200. NADISON, Ill 5J719) AND uT CA (WOOD T0.0 SS COUNCIL OF ANE RI CA. 6J00 ENTERPRISE LN B FOR OATPROPERLYISE ISON' UII (1 i g TOPMAD] CHOR DWSHALLI HAVEPROPERLY ATTTACHEDSSTRUCTURALPPANELSI ANDTHESE BOTTOMLICHORDTI SHALLINHAVE AT ACHED Supply RIGID CEILING. asvo seisrcomPa y ORLANDO TRUSS IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, DIVISIONINC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE DBA SnrrH L"raeea Co TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING Z. BRACING OF TRUSSES. 2722 APOPKA BLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFFPA) AND TPI. ALPINE APOPKA, FL 32703 CONNECTOR PLATES ARE MADE OF 20/I8/16GA (W,H/S/X) ASTH A657 GRADE 40/60 (W. R/H,S) GALV. STEEL. APPLY 407- 299-1 522 PLATES TO EACH FACE OF TR LISS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER ORAWI NGS 760A Z FAX: 407-299-9 153 ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A OF TP 11-2002 SEC.]. 'A SEAL ON THIS DRAINING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT PROFESSIONALENGINEERINGCERTNFICATEOFAUTHORIZATION #921B DESIGN SHOWN. THE SUITABILITY AND USE OF 7N15 COMPONENT' FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILD1nG 4'SIGNER PER AN51/TPI 1 SEC. 2. 6. 33.0716 2- 8-0 TY: 1 No. 42704 STATE OF Ni9"', 40R1E"\ TONALJun 17 '04 4- 8-0 FL 1 R Scale =.375" Ft. TC LL TC DL BC DL BC LL TOT. LD. 20. 0 7. 0 10. 0 0. 0 37. 0 PSF PSF PSF PSF PSF REF R352-- 4556 DATE 06/17/04 ORW SLTUSR352 04169274 SLT- ENG WMR SEQN- 32268 OUR . FAC. 1.25 FROM SLC SPACING SEE ABOVE JREF- lSDV352_Z12 IcZZIJ/U - VI) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #:3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 PZ[llll 6f Dl) 10-8-3 2 X 4 III K 6-0-0 Over Continuous Support R=74 PLIF U=30 PLF W=6-0-0 IMIJ UKU YMCPAMLU FMUI'I L.UI'IYVIcm 11YYVI LLUAU J M U1rICl`I 1U-) JUDI'I111CLI DI IMU33 120 MPH WIND, 12.33 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. PLT TYP. Wave TPI 95 R Desi gn Crit: TPI STD FLBC 6.10 OT:Y::2 FL 1 R Scale 375" Ft. WARNING"` TRUSSES REQUIRE E%TREME CA0.E IN PARR IC A TION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON. Wi 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 70P 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 FROMTHISDESIGN: 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 AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GA LV. STEEL. E%C EFT ASNO7 ED. AFFLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER F C'•• 4r FG. FNo427Q4 STATE Oi= ' rC` Q. l.:I ' 0 R1O •! t: :,:,'., T C T C BC B C T O T L L D L D L L L LID. 20. 0 7.0 10.0 0.0 37.0 P S F P S F P S F P S F P S F R E F R 3 5 2-- 2 0 6 9 5 DATE 0 7/ 1 4/ 0 3 SMYTH UMBER CO i2OOF:*BUSS DIVISION:: 2722 SOE"— A150I, BLVC>: - APOPKA FL32703 : ': 407 299 7:622 FAx;: 407 299-97 53 :: D R W SLTUSR352 S L T - E N G / W M R S E 0 N - 38718 D U R F A C . 1.25 FROM S L C PROFESSIONAL ENGINEERINGDRAWINGS160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS O gtir SPACING 24. 0" JREF- 1S4G352_Z04 CERTIFICATE OF:AUTFIOR2ATION #921:8: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1- 1995 SECTION 2. Jul 14 " u3- - -' '" kLCC1.S/b - VZ) TOP CHORD 2x4 SP #k3 BOT CHORD 2x4 SP #k3 WEBS 2x4 SP #¢3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2 X 4 III 6 1-- 2X4(Dl) _: 2 X 4 III 4-0-0 Over Continuous Su ort R=74 PLF U=45 PLF W=4-0-0 10-8-3 I r 13 urvu rmc—m Lu rRVI'I -rlrui CA 11Xrui 1L—1 "I — —/ 1 I I I u n. 120 MPH WIND, 11.83 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 - - Q:I:Y::2 FL - 1 - R Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M•,• y T C L L 20.0 P S F R E F R 3 5 2_- - 2 0 6 9 6BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I)' INSTITUTE. 683 D'ONOFRIO OR.. SUITE 200. PIADISOH, NI 53119), FOR SAFETY PRACTICES PRIOR TOwtlFl w -C D L 7.0 P S F DATE 07 / 1 4 / 0 3PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED '( C • S MYTH LUMBER CQ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PR OPEN LY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ROOF,jRUSSnIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NO 42704 BC DL 10.0 PSF DRW SLTUSR352 2722 SOLriN APOPKA BLVD.i BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND B C L L 0.0 P S F S L T - E N G / W MR APOFKA FL ; 32703 :: BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP FLICABEE PROVISIONS OF NOS (NATIONAL DESIGN S ;STATE OFSPECIFICATIONPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND iPl. ALPINE S.fi f 407 299 1.522 :! [ONNECi0R5 ARE HADE OF 2.0GA ASTM A653 GP,40 GALV. STEEL. EXCEPT AS NOTED. AFPLY CONNECTORS TO '•, TOT . L D . 37.0 P S F S E Q N - 38721 FAXJ:407299=9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER (''O R,. DRAWINGS 160 A-Z. . THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGss D U R . F A C . 1.25 FROM S L CPRQFES„SIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS At CERTIFICA7S 6F:ALT HORIL710N #9216 COMPONENI- FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER -- Jul.:1;4:: -' ANSI/TPI 1-1996 SECTION 2. SPACING 24.0" MREF- 1S4G352_ZO4 LLL1S/b - VS) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP $3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 f-- 3X4= 2X4(D1) _ 6 2X4(D1) _ 15-8-3 1_ 2-0-0 _1_ 2-0-0 _I 4 0-Over Continuous Support R=74 PLF U=45 PLF W=44-0-0-0 INIJ UWU VKLrAntU rMurl t,urmuItn ItiruI 1LVAUJ n Ul riuN 31UN3) au DriiiILU DI 1MuJ3 r- 120 MPH WIND, 16.33 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 RDesign Crit: TPI STD FLBC 6.10 OT:Y:[:1 FL 1 R - Scale=.375"-Ft. WARNING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB.91 (HANDLING INSTALLING AND BRACING11 PUBLISH EO BY TPI (TRUSS PLATE PERFORMING THBESED FUNCTIONS. UNLESS T OTHERWISEDINDICATED, TOP I CHORDFSHALLFHAVEPPROPERLYATTACHED 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 FRO14 THIS DESIGN: ANY FAILURE TO M e 1 / 3;'<( iiF C'-S ( f G F i ': No , y 2164 :F' T C T C BC L L D L DL 2 0. 7 10. 0 0 0 P S F P S F PSF R E F R 3 5 2-- 2 0 6 9 7 S MYTH LUMBER CO ROOF TRUSS C) IVIS' N:: DATE 07114103 DRW SLTUSR352 S L T - E N G / W M R 2722:SOU-IH APOPKA BLVD. AP. OPKA FL 32703 4Q7 299-T.622 '.' FAX: 407 299.91 53 " BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC i FIC ATION PUBLISHED BY THE AMER iCAN FOREST AND FAFER ASSOCIATION) AND TP 1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER nnnn i:: STATE OKF 4.. T" f hR,Q S V BC T 0 T L L L D . 0. 0 37. 0 P S F P S F S E 0 N 36093 D U R F A C . 1.25 FROM S L C PROFESSIONALENGINEERINGDRAWINGS160A-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 I+ y vu1AA:r SPACING- 24.0" JREF- 1S4G352_ZO4 CERTmcA-E 0F:AUIMORRl-n0N #921-6- COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESFONSIB I L I TYOF THE DUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. u''-_ TOP CHORD 2x4 SP 2 120 MPH WIND, 15.83 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 3 WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 5X4= 6 F-- 6 2X4 (D1) 2X4 (DI) 14-8-3 2 X 4 III 1_ 4-0-0 _I— 4-0-0 _1 8-0-0 Over Continuous Support— R=74 PLF U=27 PLF W=8-0-0 LLC1.5/IS - 111) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 In I UIXu 1'n CrHnCu rmvin wr;rvILC inruI (LVAU3-a U1r1CPIJIU113) 3UDr11IICU OI IMUJ3 i-Ir n. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. Lr, i-io-io 9-10-13 -11 9-10-1 Over 3 Support R=393 U=217 W=11.314" 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 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 PEP.FORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAY PROPERLY ATTACHED SMYTT:H LUMBER CO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED12OpFiRussOm$10N PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722:SOU'PH APOPKA:BLM BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND 4P.0 PKq, FL::Bi7O3 :: BRACING OF TRUSSES. - THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (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 GAILY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAT(: 407:299-9 1 53 EACH FACE OF TRU$$. AND UNLESS OTN ERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INO ICA TES ACCEF TANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORRhTION 9921:8: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 1 R1017 U=189 3-9-15 9-14-0 R= 322 U=180 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 SEE ABOV Scale=. 375"/Ft. REF R352--20699 DATE 07/14/03 DRW SLTUSR352 SLT- ENG /WMR SEON- 20309 FROM SLC JREF- 1S4G352 ZO4 ZZ1.S/13 - HZ) TOP CHORD 2x4 SP #2 BOY CHORD 2x4 SP #2 I HI, UWG PKL I'AHLU I -HUM LUMPUILK INPUT (LUAUS 79 UIMLNJIUNJ) JUbPlII ILU 8Y IKUJJ MI-K. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND TC From 54 PLF at -1.82 to 54 PLF at 7.01 BCDL=5.0 PSF. BC From 4 PLF at -1.82 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.01 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC 13 LB Conc. Load at 1.48 TC 96 LB Conc. Load at 4.31 BC 1 LB Conc. Load at 1.48 BC 47 LB Conc. Load at 4.31 0-4-3 L< 7-0-14 7-0-2 Over 3 Supports R=447 U=424 W=11.314 11-10-3 R=211 U=218 2-9-15 0 R=100 U=180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 ::O:TY:t:2 FL 1 R - Scale =.375" Ft. WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND • A T C L L 20.0 P S F R E F R 3 5 2-- 2 0 7 0 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE /r INSTITUTE. 563 D'ONOFRIO DR.. SUITE 200, MAD [SON. WI 53719), FOR SAFETY PRACTICES PRIOR TO M' ryw'IPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORO SHALL HAVE PROPERLY ATTACHED ` tri/(,{ T C D L - 7.0 P S F DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER CO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IN ROOF:TRUSSDIVISION*IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ! .NO 42704 BC DL 10.0 PSF DRW SLTUSR352PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 ... 2722 SOIJiH APOPKA 6LVO.: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING ANDf. B C L L 0.O P S F S L T - E N G / W M RPOPKAFL3Z703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S :STATE OF " 4O7 299-i 622 SPECIFICATION PUBLISHED BY THE hMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE.: 1 4VCONNECTORSAREMADEOF2OGAAST14A653GRADGALV, STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO . R,pQ` TOT . L D. 37.0 P S F S E 0 N- 38520F'Ax::; 407 299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFE$SIG7NAL ENGINEERING,. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V.U e - D U R . F A C . 1.25 FROM S L CRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTI FIC.ATE OFAUTIIOR Qu TION921'8' COMPONENT 11995FOR ANY SEC 1'IONCIzI AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER :u :1:4: SPACING 24.QN AJRE F- 1S4G352_Z04 Z22137B - 1-13) • THIS DWG PREPARED FROM COMPUTER INPUT ([DADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 1-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 4.241— 15T0-3 0-4-3 R- U=180 T + j-n-n-0 R=9 U=180 2X4(Al) L< 1-10-10-2-9-15 2-9-3 Over 3 Supports R=123 U=180 W=5.657" 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0T.Y.:2 FL 1 R - Scale =.375" Ft. WARNING'" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING ANDa0liF1 T C L L 20.0 P S F R E F R 3 52-- 2 0 7 0 1BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TOSMYTHUMBERCOSTRUCTURALPANELSPERFORMINGTHESEFUBOiiOMSCHORDESHALLHHAVESAPROPERLYDhTTACHEDTor OftDIGIDACEILING,LLHAVEPROPERLY ATTACHED C,q T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 0# TRU55 D IVISION --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED l V No42704 BC D L 10.0 P S F D R W SLTUSR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 t '1 27,Z2 SOIIfH APbPKA BLVD : BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND A * j[; APOPKA FL 8Z7O9 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF BC LL- 0.0 PSF SLT-ENG /WMR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 407, 299 1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO P' wT 0 T . L D . 3 7 . 0 P S F S E 0 N - 21335 AX--40729" 159 •''• OR10,• EACH FACEOFTRUSS, AND. UNLE SS OTHERWISE LOCATED ON THIS DESIGN, POSITION I7ION CONNECTORSPER f... •,. PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R F A C . 1.25 FROM S L C RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ;; NAB -:: CERTIFICATE OF ALFTHOR2ATION 7F921:8: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. SPACING SEE ABOVEJ JREF- 1S4G352_Z04- L, CZlJlb - Ll) TOP CHORD 2x4 SP ##2 BOT CHORD '2x4 SP ##2 DEFLECTION MEETS L/360 LIVE AND 1-/240 TOTAL LOAD. L<1-4-0-1-- 7-0-12 7-0-0 Over 3 Supports R=359 U=1IIII W=II" I MIJ UWb PKtPAKtU tKUM L,UMPUILH 1NPUI (LUAU) & UIMtINJ 1 UIND) JUtSMIIILU 8Y IKUJJ MI-K. 120 MPH WIND, 11.10 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 BCDI-=5.0 PSF. 1 10-4 R=164 U=1II0 3-10-3 0 R=73 U=1II0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 - :O:T:Y:::19 FL 1 - R - Scale =.375" Ft. WARNING•" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATEr'7ryA INSTI7UTUT 503 D'ONOFRIO DR .. SU RE Z00, MADISON, MI 537E ). FOR SAFETY PRACTICESACTICES 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. 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 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO••: EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M' e. 1 _ j IF[ ."' ^ V` tf Cl. 1 I j : No.42704 L j 7 l sTA OF q (. Pf L ORI0 .: T C r C BC B C T 0 T L L D L DL L L L D . 20. 0 7. 0 10. 0 0. 37. 0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 2 0 7 0 2 SMYTH UMBER CO; FtOOFTRUSSDIVISIO( Y -"IMPORTANT`* 2722 156VM APOI K BLVm rAPOPKA FL 32703 40 299 1 522 .: FAX 407-299-9 1 53 . DATE D 7 1 O 3 DRW SLTUSR352 S L T- E N G W M R S E 0 N - 38729 D U R F A C. 1.25 FROM S L C PROFESSIONALENGINEERING::;: SSDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGT_IyNAL RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWII. THE SUITABILITY AND USE OF THIS C ERTIFIGATEOFAUTIiOR PJXTION dF92 18 COMPONENT, FOR ANY PAp TICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Jul 1 ' SPACING 24.0" JREF- 1S4G352_ZO4 Z22137B - E2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD 11-10-4 R=109 U=180 2-10-3 0 R=4II U=1II0 1<1-4-D—'E 5-0-12 5-0-0 Over 3 Supports R=290 U=180 W=8" 120 MPH WIND, 10.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Desi gn Crit: TPI STD FLDC 6.10 OTY 2 FL 1 R Scale WAR NINE** TRUSSESSES REOU IRE EXTREME CARE IN FABRICATION. ICAiIOtI, HANDLING, SHIPPING, AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY iPl (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR., SUITE Z00, FIADISO N, NI 63719), FOR SAFETY PRACTICES PRIOR TOINSTITUTE, 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 Rq fGi_ ..'qr F.p. Jiv8888fNo42704 T C T C BC L L D L DL 2 0.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 2 0 7 0 3 MYTH LUMBER:CO IiOOF:TRUSSDIVISION.: DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 S L T - E N G / W M R27225A6&rH XPom BLVb: AP. OPKAFL :32703 4Q7 Q99 1;622 FAX:; 407 299-91 53 „ BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A663 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 15 .. O STATEF A5'- _ pr• y R 0 r B C T 0 T L L L D . 0. 0 37. 0 P S F P S F S E 0 N 38517 D U R F A C . 1.25 FROM S L C PROFESSIONALENGINEERINGCERTIFICATE 01= AUTHORIZATION 492 T8: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABUSE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDINILITYG DESANDIGNER. PER ANSI/TPI 1- 1995 SECTION 2. 1rM Ju1 i4" 03 SPACING 24.0" JREF- 1S4G352_Z04 LCC13/Li - LSJ TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6(- 2X4(Al) LC1-4-0>j--2-0-12—!j 2-0 0 Over 3 Supports R=207 U=180 W=4" IST-0-4 1 I4R- n U=180 R=]0 U=180 120 MPH WIND, 14.52 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP..Wave TPI 95 R D e s i g n Crit: TPI STD FLBC 6.10 =O:TY:::4 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREMEEIIE CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. •REFER TO NIB-91 (HANDLINGHOLING INSTALLALLIHG AND BRACING), PUBLISHED BY 7F1 (TRUSS PLATE iNSTI7U TE. 503 D'ONOFRIO DR.. SUITE 200, MADISO N, NI 53719). FOR SAFETY FR ACTiCES 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 4 E :No 42704 yn T C T C BC L L D L DL 2 0.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 2 0 7 0 4 D A T E 0 7 1 4 0 3 SM YTH LUMBER CO ii00F:Tkussn1`1SION .. DRW SLTUSR352 S L T - E N G 4JM R272TH2SOUAPOPfCABwoDAPOPKAFL 32703 :; 4Q7 299- 1 622 :. F w:: 4-07 299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER15CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER t STATE:: OFti; /C .! V RIO; Q BC T 0 T L L L D . 0.0 37.0 P S F P S F S E 0 N - 20283 D U R F A C. 1.25 FROM S L C PRO FISSIONALENGINEERINGCERTIFICATEOFALfTHORRAT10N49218- DRAWINGS 160 A-Z. THE SCAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING{AmNA l RESFONSIBIL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT, FOR ANY PAVTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIC,NER, PER ANSI/TPI 1-1995 SECTION 2. J(J7 I'4''03""""' "' SPACING 24.Q" JREF- 1S4G352 Z04 LZZIJ/d - C1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS-8 OIMENSIC NS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 120 MPH WIND, 10.60 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. 10-4 R=1 11U=180 6(T T 2-10-3 2-10-3 0-4-3 1 k -9-4-0 R=48YU=180 ZX4(A1) LE1-4-0:J 5-0-0 Over 3 Supports R=290 U=180 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 6.33.0716. u QTY:8 FL 1 R Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO BC51 I -Do, (BUILDING COMPONENT SAFETY INFIII ORNATIDiI, PUBLISHED BY iPl (TRUSS PLATE INSTITUTE. SBJ y w rvi y^•,.......•• N. T C L L 20.0 P S F R E F R 3 5 2- 4557 UINCTIONSF AIINRE55 EINOICATED. 4Pq S *qr((Y•• Building OTHERW ISE11MAOl0R1OVI1R53719)TF (IROOSAFETYI PRACTICE53PRIORA TO PERFORIWIIINTHESE F111 DP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED V 1 t T C D L 7. Q P S F DATE 0 6/ 17104 Supply RIGID CEILING. i No.42704 a orosewYcomPAw IMPORTANT— y BC DL 10.0 PSF DRW SLTUSR352 04169275 ORLANDOTRUSS DIVISION FURNI5H.A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED GN : PRONOT PONSIBLE NY EVIATION ROM TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPP IIIG. INSTALLINC F 8RAC IITG OF TRU 5SES. STATE Q F.. B C L L O 0 P S F S L T- E N G / W MR DBASI— L-11 CO 2722 APOPKA BLVD. pESDIGNTCONFORHS WITHLAPPLILABlESPP,OV1$ILINSODFANOSO(NAi101lALFOESIGNISPECSIBYAFFPA)YANOITPIE O R10 • AP400P2,995203 PLATESTTTO EACHUR PLATEFACESOFATOROSSAEOFND,B/1yNLE1S,OT.ENNISESLOCAIM TED DNATTHISDE ODESIGN, POSITIONAPER DRAWINGS ;FLAYFss ONA G T O T L D 37.0 P S F S E Q N- 22076 1 ANY INSPECTION OF PLATES FOLLOWED -BY (1) SHALL BE PER ANNEX AJ OF ".I-2002 SEC.3. A 5E ALON THIS FAX: 407-299-9153 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SUIELY FOR THE TRD55 CDHpO NE NT O U R . F A C . 1 . 25 FROM S L C I'.NAL EN GINEEftING CERTIFICATEOFAUTHORIZATION492113DESIGN SHOWN. THE SUITABILITY AND LISE OF THIS C011PORENT FOR AN 1' BOIL 0I NG ii THE RESPONSIBILITY OF THE BUIL D ING DE 5 I C,NERPER AN 51/TPI ISEc. 2. Jun 17 '04. SPACING 24.0" JREF- lSDV352_Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONIS) SURMiTTFn RY TRUSS MFR. LLL1.5/tl - LY) TOP CHORD 2x4 SP $3 BOT CHORD 2x4 SP #3 120 MPH WIND, 10.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 180 4 T T6 R=48YU=180 0-4-3 1-3 1-10-3 R=23YU91800 2X4(A1) L<1-4-0:>J 3-0-0 Over 3 Supports R=228 U=180 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995(STD) QTY:11 FL 1 R Scale =.375" Ft. V+ A ® ® w e 0V Building Supply eWOBE-111—Y O RLANOOTRUSS 27 22 APOPKA BLVDo APOPKA. FL 32703 407-299-1 522 FAX: 407-2999 1 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTNORI7JTIDN#921 B WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING C011PONENT SAFETY INFORMATIONI, PUBLISHED BY TPI (TRIIS$ PLATE INSTITUTE. 583- D'ONOFRIO DR., SUITE 200, MADI SON, WI 53719) AND WTCA (WOl1D iRllS$ COUNCIL OF A1IER ICA. 6300 ENTERPRISE LN, 1ATED.aIIADTOPI50HC.HORDW511ALL1HAVEOPROPERLY ATTASAFETYCHEDSSTRULTURALPPANELSIANOBOTTOMLICHORDNS.SHALLMAYE ATPROPERLYIATTALHEDRIGIDCEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDNOTPONSIBLEFORANYDEVIATIONFROMTHISFAILUREOITHE DESIGNDEIATRUSSICONFORM51AiTHSDIVISIONPRODUCTS, INC. LAPPLWITHICABLPI;ESPRONNCE TSIONSROfAN05G(NATIONALGDE$iGNP5PEf51BYTAFBPA)YANDRTPINCTOFB70.ALPI1IE CONNECTOR PLATES ARE MADEOF20/18/161A (N,H/S/K) ASTH A653 GRADE E0/60 IN. K/H.S) GAIN. STEEL. APPLY PLATES TD EACU FACE OF TRUSS AND, UNLESS 01 HERN ISE LOCATED ON THIS DESIGN, POSI TIDN PER ORAWI NGS I60A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TP11-2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRDFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HOf51GNER THEHER SUITABILITYANDSEC, USEOF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE w i,........• . q S IFI G' • GNO. 4 2704 Fs gg G 3*- • O••• STATE P •: t 41,4C`•.r• O R , O•••,V Q ZONAL Jun17 04 T C L L T C D L p/` BC DLB C L L TOT . L D . 2 0. 0 7. 0 10.0 0. 0 3 7 . 0 P S F P S F PSF P S F P S F R E F R 3 5 2 4558 DATE 0 6/ 1 7/ 0 4 DRW SLTUSR352 04169276 S L T- E N G / W M R SEON 54342 D U R . F A C . 1 . 25 FROM S L C SPACING 24. 01' OREF- 1SD52 Z12 V3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kLCC1.S/b - l eA) TOP CHORD 2x4 SP #3 120 MPH WIND, 10.52 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #3 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCOL=5.0 PSF, WIND BCDL=5.0 PSF. 6 *10 10 4 TR=64YU=180 1-10-3 1-10-3 0-6-3 F 9-4-0 R=27YU=180 2.5X4(81) 2-8-0 Over 3 Supports R=107 U=180 W=4" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 7.01.0318. uvuwwuw 0TY:1 FL 1 R Scale 375" Ft. K' WARHING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRALING. REFER TO SCSI 1-03 (BIII LDING COMPONENT SAFETY INFORMATION), PURL ISHEO BY TPI (TRUSS PLATE N15T1TUTE. 583 O M R T C L L 20.0 P S F R E F R 3 5 2-- 4 5 5 9 D' ONOFPIO DR., SUITE 200. nADISON, NI 57119) AND NTCA (WOOD TRUSS LOUNLIL Oi AHERICA, 6300 ENTERPRISE LN. y \•• :IF'C'•^ DATE 06 17 04 BuildingUP1CIiUSON' WSHALI HAVFOR SAFELY ATTACHEDSSTRIIC.TURAIPRID TOPPANELSiAIDNGT8p77UMHESE UCHOP.DNSHALLS. NHAVE ALESS TPRUPE0.LYIATTACHEOSHAL3H J G •' C m T TCDL 7 . 0 PSF Supply PPY RIGIDLED 8 __ DRW SLTUSR352 04169277 e NblSf1.EF1'comparry IMPORTANT" q No. BC DL 10.0 PSF ORLANOOTRU55 5m- rHL, m—C, fU0./11 SN ACOPY OF THIS DESIGN 7D THE INSTALLATION LONTR.4CT0R. ALPINE ENGINEEREDOIVISION PRODUCTS. INC.. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPi; OR FABRICATING, HANDLING, SHIPPING, INSTALLING A BRACING OF TRUSSES. 1DSA B CLL0.0 PSF SLT-ENG WMR 2722 APOPKA BLVD. DE Si F.N CONFDRHSNI TH APPLICABLE PROVISIONS OF N05 (NATIONAL DESIGN SPEC. BY AFLPAJ nND TPI. ALPINE APOPKA, FL 32703 CONNECTOR PLATES ARE MADE OF 20/1B/16GA (W.H/S/k) ASTM AG53 GRADE 4GI60 IN. %/H,SI GALV. STEEL. APPLY PLATESTEACH PALE POSITION PER ATOT w LD . 37.0 PSF SEON- 54357 d07-299- 1 522 OF TRU55 AND. IIN LESSOTNERHISE LULATEp nN THISOE SIGN, DRAWINGS160AZ. IIISPECT1011 OF PLACES FOILONEO BY (i) SHALL BE PER ANHE% A3 OF TPI1 002 5EC7A SE AI ONTHISDUR VANY 153FAx:ZONALDRAWINGINDICATES ACCEPTANCEOfPROFESSI OVAL ENGIIIE ERING RESPONSIBILITY SOLELY FOR THE TRUSS COHPONEIITCERTIFICATE FAC 125FR0MSLCPROFESSIONAI_ENGINEERINGENOFAUTHORIZATION 09218 DESIGNNGHDE516hlER THERSAN51/TPIT1SEDLIZE OF THIS C011PUNENT FUR ANY BUILDING IS THE RESPONSIBILITY OF THE Ufl 1 SPACING 24.0" JREF 1SDV352 Z12 LLLL3/B - C3) KlJ UWU FKLF'AKtU tKUM L,UMHUILK INFUI (LUAU) h U1PILN7IIUINJ) JUbMII ItU MY IKUJJ MI-K. a TOP CHORD 2x4 SP #3 120 MPH WIND, 9.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #3 IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6 F- 0 - W U1804 9-4-0 TR= U=180 2X4 (Al) L<1-4-0 1-0-12 1-0-0 Over 3 Supports 7-7 R=234 U=248 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 - Q:T.Y::16 FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISH EO BY TPI (TRUSS PLATE INSTITUTE. 563 O'ONOFRIO OR.. SUITE 200. MADISO N. NI 53119J, 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 aM t1FIC '• 4, t t : f NO 4Z704 1 A T C T C BC L L D L DL 20.0 7.0 1Q 0 P S F P S F PSF R E F R 3 5 2-- 2 0 7 0 7 MYTH LUMBER CO i iZOOF:TRUSSd1V SlON. DATE 0 7 / 1 4 0 3 DRW SLTUSR352 SLT-ENG WMR272256VUTRAmrixABLvk'i APOPKA FL:32703 :: 407 299 1:522-- IF 407 299p9 1 53 is 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 LPINECONNECTORSSPECFiAT AREON MADEOF 20GABY T ASTMHE MA653AGR40R GALV. STEEL, EST AND EXCEPT AS NOTED. TAPPLYACONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATEO#P 4: ': i 4 R14 Q rfV r BC TOT. LD. LL. 0. 0 37.0 PSF PSF SEQN- 20286 DUR.FAC. 1.25 FROM SLC ROFESSIONAL ENGINEERING;; ERTiFIC/1TE OFAUTIHORIZATl6N 7t921:13 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RES PONSfBtL IT Y 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.- NA ti SPACING 24. 0" JREF- 1S4G352_704 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 01 r 2X4 - BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE ' 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE '• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP BFj GROUP B GROUP A GROUP B 1 / #2 3' S" 5' 11" 6' 0" 7' 0" 7' 2" B' 4" 8' 6" 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" 13' 1" 13' 1" HHF STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" to 0" 13' 1" 13' 1" W O STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 11' B" 11' 8" 1 39" 511 6' 4"' 7' 0" 7' 6" 84 B'11" 1" 11' 10" 13' 1" 14' 0" P 2 3' B" 5' 11 6' 4 7' 0" 7' 6" 1 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 1 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" e' 9" 10' 3" 10' 3" 13' 1" 13' 9" I c\2 DFL STUD 3' 6" 4' 11" 411" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" U STANDARD 3' 4" 4' 3" 4' 3" 5 e" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11 11' 11" H—i 1 / 2 3' 11" 6' 9" 6' 11" B' 0" 8' 2" 9" 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" E" S P F 3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" HF STUD 3' 10" 5' 11" 5' 11' 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" w STANDARD 3' 10" 5' 1" 5' 1 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" I># 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 1 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" C sP 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" . 12' 6" 13' 6" 14' 0" 14' 0" W 3 4' 0" W 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" 7 D FL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' D" 9' 6" 10' 0" 12' S" 12' S" 14' 0" 14' 0" STANDARD 3' it" 5' 3" 5' 3" 6' II" 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" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" I S P F 3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" ID' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" HFL7 STUD 4' 2" 6' 11" 6' 11 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" O STANDARD 4' 2" 5' 11" 5' 11 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" x 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6° 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" S P 2 4' 7" 7' 5" B' 0" 0' 9" 9' 6 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" C\? 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" I D F L STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13, 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' I" 6' 1" 8' 0" 8' 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" SYMM ! ( ABOUT GABLE TRUSS 2X4 # 2N OR BETTER DIAGONAL BRACE OPTION: T VERTICAL LENGTH MAY BEDOUBLEDWHENDIAGONALBRACE IS USED. CONNECT I„L. DIAGONAL BRACE FOR 870# BRACE AT EACH END. MAXWEBkTOTALLENGTHIS 14'. 2X4 SP OR DF- L 2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN - BRACE; SINGLE OR IN TABLE ABOVE, DOUBLE CUT L 1 AS SHOWN) AT UPPER END. ONTINUOUS BEARIN CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR Mt MIDPOINT OF VERTICAL 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'ONDFRI DR., SUITE 20D, MADISON, WL 53719) FOR. SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLSMYTHLUMBERCO. HAVEAPROPERLYATTACHEDRIGIDCEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY 'DEVIATION FROM THIS - 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE T BUILD THE TRUSSES IN CONFORMANCE WITH TPIi OR FABRICATING, APOPKA, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 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 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx:, 407-299-9153TRUSSAND , UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THESEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE CERTIFICATE OF AUTHORIZATION #921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE - RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. No. 42704 gyp'•, STATE OF , Q icy O R•1O P ••: N A 1- E%%0 ,. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEM -FIR 1 Z ISTANDARD 1 #2 1 STUD 3 1 STUD # 3 1 STANDARD DOUGLAS FIR -LARCH SOUTHERNPINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM - FIR 1 & BTR 1 SOUTHERN PINE DOUGLAS FIR - LARCH 2 #2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0 OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH 10d NAILS. FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. IN 18" 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 2X4 LESS THAN 11' 6" GREATERTHAN11' 6" 2. 5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98—G,012030 DATE 09/10/01DRWG A12030ECO901 ENG TOT. LD. 60 PSF I MAX. SPACING 24.0" ri' SYM. ABOUT REIN Ml GABLE DETAIL FOR LET —IN VERTICALS VERTICAL LENGTH GABLE VERTICAL PLATE SIZES 7 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP* LESS THAN 4' 0" 1X4OR 2X3 2X6 GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 2X8 GREATER THAN 11' 6" 2.5X4 2.5X6 REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. s IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2X4_ 4 2X8 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 A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 A11030ENO699, A10030EN0699, A0903OEN0699, A08030EN0699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 A13030ECO901, A12030ECO901, A11030ECO901, A10030ECO901, A08530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, S09015EN0699, 508015EN0699, S07015EN0699 S11030EN0699, S10030EN0699, S09030EN0699, S0603OENO699, 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 AN BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFDRMING 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 BLVD. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPOPKA. 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: 407-299-9153 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 DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPDNENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORIZATION #9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING ESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 2X6 "T" REINFORCING MEMBER 2X4 "T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM 1" 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, WEB 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. 2.6 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. 60 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 li "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" 1 F I Cq "" S % No. 42704 STATE OF DRAWINGS GAD98117 876,719 & HC26294035 REF LET -IN VERT DATE 10/24/01 DRWG GBLLETIN1001 ENG DLJ/KAR 9 TOT. LD. 60 PSF R. FAC, ANY X SPACING .24.0" N VALLEY TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(*) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT U, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER. AS REQ'D 4-0-0 MAX 12 12 MAX.(— W2X4 W2X4 W2X4 8-0-0 MAX-{ 12 W4X412ivIAX. W1X3 W1X3 W1X3 16-0-0 6-0-0 W1X3 SPACING) W2X4 TRUSS DETAIL UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 60% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6 OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 719 MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12V'. BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. E-NAILED W2X4 OPTIONAL STUB END DETAIL W4X4 Tf OPTIONAL HIP JOINT DETAIL 0 1Iv 0 R S E 12 T 2 0 12 MAX.F_ W4X4 wlX3 L Yj SEI WiX3 A 4' @C 6-0-0 W1X3 W5X4/SPL MAX SPACING) W2X4W1X3WiX3 COMMON I RUSSES PARTIAL FRAMING 20-0-0 MAX (++) - AT 24" OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. II,IIIIIISIBIfIIu 4 ///// THIS DRAWING REPLACES DRAWING A105Q,`: 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, i A,•. / TC LL 30 30 40 PSF REF VALLEY DETAIL 583 D'ONOFR[O DR., SUITE 200, MADISON, WI. 53719) FUR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, C DL 20 15 7 PSF DATE 06/25/99 SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALE HAVE A PROPERLY ATTACHED RIGID CEILING, NO. 42704 ROOF TRUSS DIVISION IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = flC DL 10 10 10 PSF DRWG VALTRUSS0699 2722 SOUTH APOPKA OLVD. DESIGNi ANY FAILURE jO BUILD THE TRUSSES IN CONFORMANCE WITH TP1) Oft- FABRICATING, 9C LL 0 0 0 PSF ENG MLH/KAR APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' APPLICABLE PROVISIONS OF N S (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE o . STATE OF OT-. LD. 60 55 57 PSF407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAS FAX: 407-299-9153 ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS l60 A-Z. THE SEAL ON THIS RAW MG INDICATES ACCEPTANCE OF PROFESSIONAL O O o IVP.•w` i// ^! • DUR.FAC.125/1.33 1.15 L15PROFESSIONALENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 1 `\_ ` Cat )AA \ CERTIFICATE OF AUTHORIZATION 09216 SUITABILITYOFFOR ANYPARTICULARBUILDINGFBTHISCOMPONENTBUILDINGTY I2 THERESPEINSIBILSPACINGILAROFTHESECTION24 I/Illlllllllllllll CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER PARTIAL FRAMING PLAN B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS W-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR iX4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN IX4 "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. 3) 16d BOX NAILS, (3) 16d BOX 2) 16d BOX NAILS, TOE -NAILED THRU TOE -NAILED (2) 16d BOX NAILS, NAILS, TOE -NAILED CRIPPLE INTO RIDGE BOARD TOE -NAILED 3) 16d BOX NAILS D) (A) 1 (3) 16d BOX NAILS RATED ( D) ( A) C) ( B) SHEATHINGi ( C) 4'0" TYP. GIRDERB) (3) 16d BOX i NAILS, TOE -NAILED 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES f RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS j (3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING O THIS DRAWING REPLACES DRAWING V105-CONV INS -- WARNING-- NG->R TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, 11* A// /;C LL 30 30 40 PS,F REF CONY. VALLEYINSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED \\ 'I FBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR \\ ``V,I SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, `\i` v,• FiCq ••, `j DL 20 15 7 PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL4• "1 T •• i SMYTHLUMBERCO, HAVE A PROPERLY ATTACHED RIGID CEILING. G" , IMPORTANTx• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE A BC VL 10 10 10 PSF DRWG - VALCONVF0699 ROOFTRU55DIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, : * :• NQ, 42704 .B* , 0 0 0 PSF -ENG MLH/KAR HANDLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ TOT.-LD. 60 55 57 PSF 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 Z •: STATE OF FAX: 407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL STATE PROFESSIONAL 1.151.15 PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE !1 ',•• CERTIFICATE OF AUTHORIZATION U921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THEJp"_., [ n R,OP•_\ CING SITE ABOVE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i SONA' 0, TOP CHORD 2X4 #2 OR BETTER DOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. PIGGYBACK DETAIL TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING. TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLGN SPACING 120 MPH WIND, ASCE 7-98, CAT lI, E)CP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 2 OR BETTER A E E A A E E E A 20' FLAT TOP CHORD MAX SPAN En E E E ll--AC C CZL C JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING Ix4 "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 807. 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. O O oa0000 0 O O o,- o -,-aoo 2,. 8 1/4" ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. .t,ii9'.1/all Il/pRAWING REPLACES DRAWINGS 634,016 634.017 & 847,045 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED Q N/ y MAX LOADING i REF PIGGYBACK HY TPI (TRUSS PLATE. INSTITUTE, 5H3 D'ONOFRI DR., SUITE 200, MADISON, W1, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD, SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL t` •.•••• a . T IFIC F a •l, '9 j'• 55 PSF AT DATE 06/25/99 DRWG PIGBACKBO699SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. v 1.33 DUR. FAC. 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 BUILD THE TRUSSES IN OR FABRICATING, No. 42704 ••• 50 PSF AT2722SOUTHAPOPKABLVD. CONFORMANCE WITH TPI) HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH 9.25 DUR. FAC. ENG DLJ/KAR 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: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE O FA ••• S= 4-7 PSF AT DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I.1 5 DUR. FAC. PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE y P CeRnFICw7E of AUTHORIZATION a9218 RESPON SIBILI Ty F THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. j _.•'LQ_ _.'_ ACING 2 4.0 r a. BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (lX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5 X 3.5 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5 X 3.5 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5 9 1 8 1 7 1 7 1 6 4 ++ 4 ++ 9.5 MAX 3X8 TRULOX ** 18 MAX 4q 4 3X12 TRULOX 2X8 WEDGE 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, S MVTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. rIMPORTANT- 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 APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, APOPKA•FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-29,9-1522 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 PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORIZATION #9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. a':;11111t1f7i1 AJ S DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 441f TC LL — PSF REF BC FILLER 1TIFICDL — PSF DATE 06/25/99 B DL 10.0 PSF DRWG BCFILLER0699 NO. 42704*ALL — PSF -ENG DLJ/KAR C ' TO`E LD. — PSF STATE OF FAC.1.0/1.15/1.25/1.33 O. P_ 'c n a lO P'_..ACING 24.0" G . STEPDOWN CORDER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 1 #2 2 DENSE OR #1 N 2-00-00 2-09-15 1 #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# 2' TYI 7' 5' CORNER SET SETBACK 3• 7' 0" 0 1' 4 USSfr- 1711 r- U a 1, U 1V11V1 U 1v 1 n 1 HIP TRUSS J5 J3 J1 J J1 J3 J5 J7 J7 J7 J 1 3 5 7- 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4.AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ ** (3) 16d TOENAILS J5 ** J7 ** 3.00 12 * 2.12 12 W2X4 6TO TO4.24 ALTERNATE LOADING W2x4 W2x5 W3x4 TCLL 20 PSF SIMPSON TCDL 20 MAX. PSF 3/4" -THIA26 BCDL 10 PSF i 1 i TOT.LD. 50 MAX PSF 3' 5' 7' I *** I 9-10-13 OVER 2 SUPPORTS 3 DUR.FAC. 1.25R=463#, W=3.50" - R=652#, W=3.50" END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES ti...FIi DRAWING HC11795029 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, o / INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED P N C LL 3O MAX PSF REF 7' STBK CS BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRI R., SUITE 200, MADISON, WI. 53719) FOR ' ``% "CIF'C • / 'y DL 15 MAX PSF DATE 06 25 99SAFETYPRACTICESPRIORT PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ` q - / / TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER C O. HAVE A PROPERLY ATTACHED RIGID CEILING. j F IMPORTANT-. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE Bl.-L 10 PSF DRWG CS7SBK3A0699 722 SOU A DIVISION BLVD. ENDESIGN; ANDY FAIILLURESTONC. SHALLBUILDTHENOT BETRTRUSSES INONSIBLE FOR ANYCONFORMANCEWITH TPI;ION FROM THISORFABRICATING, S nJO, 42704. 1 L 0 PSF -ENG SJP/KAR2722SOUTHAPOPKABLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH = _ APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = '* OT= LD. 55 MAX PSF407-299-1522 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 STATE 0 FFAX: q07-2999153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 5 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i '• FAC. 1.3 3PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE Ip •,• CERTIFICATE OF AUTHORIZATION #921U SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O /C P.• RESPONSIBILITY F THE BUILDING ESIGNER. PER ANSI/TPI 1-1995 SECTION 2. h_ .:••- n R lO _ ACING SEE ABOVE NAV 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 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 I ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T—BRACE OR L—BRACE SCAB T—BRACE L—BRACE iA THIS DRAWING REPLACES DRAWING 579,640 INTALLING-- TRUSSESINGANOBRCINGEDREFERUIRE XTOEIB 9ME1R (HANDLINGNGEINIINSTALLINGNANDBRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, IIII nq4l/' F TC LL PSF REF CLB SUBST. DATE 06/25/99 MADISON, WI. 53719) FOR SAFETY PRACTICES PR OR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL t\ V .• IF/C i ,•G ''q;.•. Z DL PSF S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. Gv ,• B(I DL PSFrrIMPORTANTrrFURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. 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 N0.42704 ;ti DRWG BRCLBSUB0699 27225ouTHAPOPIuOLVo. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH o PSF ENG MLH/KAR APOPKA. FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THEAMERiCANFORESTANDPAPER TO'g. LD. PS F407-2911522 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 Z %•O ', STATE O F FAC, DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 44 i® •,,/fitCERTIFICATEOFAUTHORIZATIONg9218.RESUlTABILITY AN USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE s` SPONSIB[LIT, F THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. H `_ 0 'O ACINGyrAC s FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: LANTANA jj I Builder. MORRIS N HOMES. Address: /%e% (J U C. - Permitting Office: Sa/; City, State: Permit Number. 64._ ,- y Owner. i"OMISON HOVAES Jurisdiction Number: Climate Zone: Central (oC 150L3 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1846 fe a. N/A 7. Glass area & type Single Pane Double Pane a. Clear glass, default U-factor 253.0 ft' 0.0 ft' _ 13. Heating systems b. Default tint 0.0 ft' 0.0 ft' __ a. Electric Heat Pump a. Labeled U or SHGC 0.0 ft' 0.0 W 8. Floor types b. N/A a. Slab -On -Grade Edge Insulation R=0.0, 201 _0(p) ft b. N/A c. N/A c. N/A 9. Wall types 14. Hot water systems a. Concrete, Int Insul, Exterior R`=4.1, 1150.4 ft' _ a. Electric Resistance b. Frame, Wood, Exterior R=11.0, 17.0 ft' _ c. Frame, Wood, Adjacent R=11.0, 418.0 ft' b N/A d. N/A e. N/A e. Conservation credits 10. Ceiling types HR-Heat recovery;. Solar a. Under Attic R=30.0, 1851.0 ft' DHP-Dedicated heat pump) b. N/A 15. HVAC credits. c. N/A CF-Ceiling fan, CV -Cross ventilation, 11: Ducts HF-Whole house fan, a. Sup: Una. Rat: Una. AH(Sealed):Garage Sup. R=6.0, 1.0 ft _ PT -Programmable Thermostat, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as -built points: 27499Glass/Floor Area: 0:14 Total base points:28780 PASS 1 hereby certify that the plans and specifications covered by this calculation -are in complian pith the Florida Energy Code. PREPARED BY: V DATE: I hereby certify that this bui esigned, is in compliance with the Flo ' Code. OWNERIAGEN . DATE: _ r_nergyuaugrdw 1vei Cap: 35.0 kBtu/hr SEER:12.00 Cap: 35.0 kBtu/hr _ HSPF: 7.80 Cap: 50.0 gallons EF: 0.86 PT, __ Review of the plans and ST4.- specifications covered by this indicates o4 calculation compliance with the Florida Energy Code. Before is completedconstruction this building will be inspected for compliance with Section 553.908 C-4-4.4...- jycOn wF.'1' ion: FLRCSB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT 4 BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 1846.0 25.78 8566.2 Single, Clear NW 5.0 4.0 15.0 40.72 0.61 373.0 Single, Clear NW 1.4 12.5 24.0 40.72 1.00 973.1 Single, Clear NE 1.4 8.0 38.0 47.10 0.97 1737.9 Single, Clear NE 1.4 8.0 38.0 47.10 0.97 1737.9 Single, Gear SE 1.4 9.0 53.0 61.07 0.97 3141.7 Single, Gear SE 1.4 8.0 19.0 61.07 0.96 1117.9 Single, Clear SE 1.4 8.0 19.0 61.07 0,96 1117.9 Single, Clear SW 1.4 8.0 19.0 56.99 0.96 1042.3 Single, Clear SW 1.4 8.0 28.0 56.99 0.96 1536.1 As -Built Total: 253.0 12778.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 418.0 0.70 292.6 Concrete, Int Insul, Exterior 4.1 1150.4 1.18 1357.5 Exterior 1167.4 1.90 2218.1 Frame, Wood, Exterior 11.0 17.0 1.90 32.3 Frame, Wood, Adjacent 11.0 418.0 0.70 292.6 Base Total: 1585.4 2510.7 As -Built Total: 1585.4 1682.4 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Wood 34.0 720 244.8 Exterior 34.0 4.80 163.2 Adjacent Insulated 18.0 1.60 28.8 Base Total: 52.0 192.0 As -Built Total: 52.0 273.6 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1851.0 2.13 3942.6 Under Attic 30.0 1851.0 2.13 X 1.00 3942.6 Base Total: 1851.0 3942.6 As -Built Total: 1851.0 3942.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 201.0(p) -31.8 6391.8 Slab -On -Grade Edge Insulation 0.0 201.0(p 31.90 6411.9 Raised 0.0 0.00 0.0 Base Total: 6391.8 As -Built Total: 201.0 6411.9 INFILTRATION Area X BSPM Points Area X SPM = Points 1846.0 14.31 26416.3 1846.0 14.31 26416.3 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeNFIaRES-2001 FLRCSB V3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , PERMIT #. BASE AS -BUILT Summer Base Points: 36236.9 Summer As -Built Points: 38680.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier . Multiplier Points DM x DSM x AHU) 38680.9 1.000 1.087 x 1.150 x 0.95) 0.284 0.950 12400.7 35235.9 0.4266 15031.6 38680.9 1.00 1.188 0.284 0.960 12400.7 EnergyGaugeTm DCA Form 600A-2001 EnergyGaugeG/FlaRE&2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #. BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points 18 18".0 5.86 1947.2 Single, Gear NW 5.0 4.0 15.0 14.97 0.99 222.7 Single, Gear NW 1.4 12.5 24.0 14.97 1.00 358.9 Single, Gear NE 1.4 8.0 38.0 14.70 1.00 558.9 Single, Gear NE 1A 8.0 38.0 14.70 1.00 558.9 Single, Gear SE 1.4 9.0 53.0 10.59 1.02 572.1 Single, Gear SE 1.4 8.0 19.0 10.59 1.02 205.6 Single, Gear SE 1.4 8.0 19.0 10.59 1.02 205.6 Single, Gear SW 1.4 8.0 19.0 11,59 1.01 222.6 Single, Gear SW I 8.0 28.0 11.59 1.01 328.0 As -Built Total: 253.0 3233.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 418.0 1.80 752.4 Concrete, Int Insul, Exterior 4.1 1150.4 3.31 3802.1 Exterior 1167.4 2.00 2334.8 Frame, Wood, Exterior 11.0 17.0 2.00 34.0 Frame, Wood, Adjacent 11.0. 418.0 1.80 752.4 Base Total: 1585.4 3087.2 As -Built Total: 1585.4 4588.5 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Wood 34.0 7.60 258.4 Exterior 34.0 5.10 173.4 Adjacent Insulated 18.0 4.00 72.0 Base Total: 52.0 245.4 As -Built Total: 62.0 330.4 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1851.0 0.64 1184.6 Under Attic 30.0 1851.0 0.64 X 1.00 1184.6 Base Total: 1851.0 1184.6 As -Built Total: 1851.0 1184.6 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 201.0(p) -1.9 381.9 Slab -On -Grade Edge Insulation 0.0 201.0(p 2.50 502.5 Raised 0.0 0.00 0.0 Base Total: 381.9 As -Built Total: 201A 602.5 INFILTRATION Area X BWPM Points Area X WPM = Points 1846.0 -0.28 516.9 1846.0 -0.28 516.9 EnergyGauge® DCA Form 60OA-2001 EnergyGaugerel/FlaRES2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #. I BASE AS -BUILT Winter Base Points: 6666.6 Winter As -Built Points: 9322.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 9322.6 1.000 1.078 x 1.160 x 0.95) 0.438 0.950 4603.6 5665.6 0.6274 3491.9 9322.6 1.00 1.188 0.438 0.950 4603.6 EnergyGaugen" DCA Form 60OA-2001 EnergyGauge®/FhaRE&2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A Details I 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: 10494.6 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 15032 3492 10266 28780 1 12401 4604 10495 27499 0 EnergyGaugeTm DCA Forth 60OA-2001 EnergyGauge@MaRES'2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT * I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area;. cf n/ .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 . Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. - Floors 606.1.ABC.122 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perirneter, penetrations and seams. Ceilings 606.1 ABC. 12.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606. 1ABC. 1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 112" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Mufti -story Houses 606.1.ABC.12.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. R©_99 nTW1=0 PRFRrRIPTIVF MFASURFS (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Duds in unconditioned attics: R-6 min- insulation. HVAC Controls 1607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeg/FlaREV2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL-% DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type Single Pane a. Clear - single pane 253.0 ft2 b. Clear -double pane 0.0 ft2 c. Tint/other SHGC - single pane 0.0 ft2 d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. NIA e. NIA 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Uric. Ret: Unc. AH(Sealed):Garage b. N/A New - 12. Cooling systems Single family _ a. Central Unit 1 4 _ b. N/A Yes _ 1846 ft2 c. NIA Double Pane 0.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 b. N/A R=4.1, 1150.4 ft2 R=11.0, 17.0 ft2 _ R=11.0, 418.0 ft2 _ R=30.0, 1851.0 ft2 _ Sup. R=6.0, 1.0 R _ c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 35.0 kBtu/hr SEER: 12.00 Cap: 35.0 kBtu/hr _ HSPF:7.80 _ Cap: 50.0 gallons EF: 0.86 PT, _ NOTE: The home's estimated energyperformance score is only available through the FLARES computer program. This is-ot a Building Energy Rating. If yourscore is 80 or greater (or 86 fora US EPAIDOE EnergyStar designation), your home may qualify for energy efciency mortgage (EEM) incentives if youobtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edufor information and a list of certifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffairs at 8501487-1824. EnergyGauge® ( Version FLRCSB v3.30) RIGHT-J CALCULATION PROCEDURES A, B, C, D0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 1048-02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 17008 ft3 x 0.0167 2 Winter infiitration bad 1.1 x227 cfm x 32 OF V*lberTD = 3. mter infiltration HTM 79K Btuh 1 305 W Total window = and door area Procedure B - Summer Infiltration HTM Calculation 227 cfm 1. Summer infilhationAVF 0.40 ach x 17008 w x 0.0167 = 113 cfm 2 Summer infiltration bad 1.1 x 113 cfm x 18 OF SurmrerTD = 2245 Btuh a Summer in2ration HTM 2245 Btuh / 305 ftz Total window = 7.4 Btuh/fl? and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moistdi f. x 113 cfm = 3344 Btuh Procedure o - Equipment sizing Loaas 1. Sensible svz g bad Sensible ventilation bad 1.1 x 50 cfm vent x 18 OF SurrmarTD 990 Btuh Sensible load for structure (Line 19) 26307 Bbuh Sum ofventilation and structure bads 27297 Btuh Rating and temperature svng multiplier x 0.98 Equipment stung load - sensible 26751 Btuh 2 Latent sizing bad Latentventilation bad 0.68 x 50 cfm vent x 43 gdlb moistdi f. 1474 Btuh Internal bads = 230 Bbuh x 6 people 1380 Btuh Infiltration bad from Prooedure C 3344 Bbuh Equipment stung bad - latent 6198 Bbuh Construction Quality is: a No. of Fireplaces is: 0 Sold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed wnghtsoft Right -Suite Residential— 5.5.08 RSR26017 2002-Oct-18 13:38:02 EAFilesIMORRISON 20021LANTANAILANTANA.rsr Page i OEM 4. U.k Information'. z Weaf w. Orlando AP, FL, US Winter Design Conditions Outside db Inside db DesignTD Summer Design Conditions 38 OF Outside db 70 OF Inside db 32 OF Design TD Da range humidity Moisture difference Heating Summary Buidingg heat loss 35205 Binh Ventiation air 0 cfm Ventilation air loss 0 Btuh Design heat bad 35205 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatinngg Cool" Area (W 1846 I Volume (ft? 17008 17008 Air changge slhour 0.80 0.40 Equiv. AM(cfm) 227 113 Heating Equipment Summary Efficiency a4 f SPF Heating ihput Heating out0 Btuh @ 47-F putHHeea q temp nse 0 °F Adual eating fan 1200 cfm Heating air flow factor 0.034 cf YBtuh 93 OF 75 OF 18 OF M 50 % 43 gdlb Sensible Cooling Equipment Load Sizing Structure 26307 Btuh Ventilation 990 Bbuh swing Design. 3.0 OF dtemperatureUseatanRateJs+ nlbg multiplier 0.98 Total sers equrp. bad 26751 Btuh Latent Cooling Equipment Load Sizing Internal gains Ventilation 1380 Bhjh 1474 Btuh Infiltration 3344 Btuh Total equip. load 6198 Btuh eelatteuuntReqbofalilprrpacdyloat0.131N. SHR 2 8 toorrii h Cooling Equipment Summary Make TRAINE Trade Efficiency SensicoolingLatent cooling Total cooling Actual cooling fan Cooling air flowfactor Load sensble heat ratio 120 EER 28320 Btuh 7080 Btuh 35400 Btuh 1200 cfm 0. 046 dm/Btuh 81 % Bold/ italic values have been manually overridden Prinlm t certified by ACCA to meet all mqutiements of Manual J 7M Ed. wnghtsoft Right -Suite Residential— 5.5.06 RSR26017 2002-Oct-18 13:38:02 EAFifes\ MORRISON 2002\LANTANA\LANTANA.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 1048-02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY/LIVIDIN a n ne b c n 0 in 1 1 90 1.0 5-0 1.0 3.0 62A 15.0 0.0 a n ne a c n 0 d 1 1 90 1.0 1 A 6.5 6.0 39A 24.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 38.0 1.8 KIT NOOK/FAM a in se a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 38.0 1.8 b n sw a c n 0 d 1 1 90 1.0 1.4 2.0 7-0 47A 53.0 2.1 BR4/0PT DEN a n sw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 19.0 0.9 BR3 a n sw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 19.0 0.9 BTH2 BR2/0PT M SITTIG a n nw a c n 0 d 1 1 90 1.0 1.4 20 6.0 39.4 19.0 0.0 M BTH MBR a n nw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 39.4 28.0 0.0 WIC LAUND wrightsoft Right -Suite Residential"" 5.5,06 RSR26017 2002-Oct-18 13:38:02 E:\Files\MORRISON 2002\LANTANA\LANTANA.rsr Page 1 IGH WORKSHEET nt r+e Ouse DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-18-02 log COMMERCE STREET LAKE MARY- FL 32746-6208 Phone (407) 831-2665 1 MAN JALd 7th Ed r rredroom ErlieHome FOYLNDIN KfF NDp4FAM 2 tergOtde¢oeadvrd 201A ft 620 ft 15.O x 240 ft 120 ft 16.O x 120 ft 36.0 ft 16.O x 21.0 ft3 4 F andsas Cekgs Qxa Cptim 9.2 ft hedAnd d 9.4 ft Fedbod 9.4 ft teaGtnd hed7md9.4 ftTYPECFCSTHILoedA Clg load (firth) Area Load W) Am Lead (13 h) E)FcGLF2E ND H(g CIg ftj H tg ft) l lg I Clg ft Htg I C1g ft,) Ht9 I Clg 5 Gross a 143 4.6 21 138E 345 113 33E 0wallsandc13Ca21.2 1 parlitiors d e 0.0 0.00. 00 0 0 a 0 p f 0.0 0.0 0 0 m 0 6 VNrloAsard a 1C 37.0 7392 2&6 0 0 0 0 1434 19W glassdoors b 8C 37.0 53 0 1;; 0 0 0 0 0 0 0 0 Fketrg c 9C d 1C 38.7 37.0 0 0 0 0 0 0 c c 0 0e7L29.8 0 0 0 0 0 e` 0 0 0 0 0f0.01 0 0 0 7 1 VV4 Heard Nodh 2a4 7 153 2 1862 0 0 0 0 80 0 doors aotir WAIN E/V 43.4 0.0 B6 0*" 3733 0 0 0 0 0 0 SE6W 47A 10D 7551 1717 0 0 0 0 0 4128 0So.1h HoeHo 0.0 0.0 0 0 0 0 0 0 0 0 0 0 8 Oltterdaors a 1GD 14.7 9.9 34 338 33B 0 0 0 0 0 0 0 0 0b11A1g9 0.0 127 0.0 18 0 0 229 0 0 0 0 0 0 0 0 0 0 0 0 0 c 9 Nat a 14B 4.6 21 1150 5" 2363 1304 583 113 5m M2 0 x c 1141 0 509 0 ap-d b 12C 29 1.9 17 43 33 17 49 33 ZI 0 0 0 0 0 1 0 0 watard c 13C a2 1.2 418 1317 499 0 1 0 0 0 0 0 0 c 0 0 partbars d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 D 0 0 0 e f 0.0 GO 0 0 0 0 0 0 0 0 0 0 0 10 Ceilirgs a 163 1.1 1.4 1851 1985 2565 36D 380 499 192 203 0 0 c 355 0 436 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0f0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 2A 5210 0 62 1607 0 1 311 0 0 0 933 0 0 0 lobe: roan b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 pefvre r isdispl. c d 0.0 0.0 0.0 GO 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 0 0 0 0 0 0 0 1 c 0 0 0 0 floors) f 0.0 0.0 0 12 Irdiation a 26.2 7.4 7982 2245 111 29M B17 0 0 0 91 23B2 670 13 Stlojotadloss=6+8_+11+12 32I15 ti.. 10133 1031 0 8173 0 rgLessadarriailh a. 0 0 0 0 0 Lesstrarsfer 0 0 d N. 0 14 reclikUtbibon DuQloss 1 32D 10° 1013 10 103 1O° 817 15 Total lom=13+14 353J5 11147 a 1137 16 Irt gnus F-te @ 3m 6 - 18m 1 30D 0 0 '" 1 "° 12D 0 Y20D 0 17 12D j:lotRSHgs 7+6.+12+ 1+ 16 2- 24 O 23916 0 64 1 0 Less exrrelaxlig a 0 ms m 0 0 .'. 0 Lesstrarder 0 0 "•• 0 "'• 0 ... p Coolingmdistribrbm 10' 2392 1 641 10° 170 1OD Im 18 19 Duotgdn Total RSH g (17+18)"PLF 1. 23'N 1.00 7045 1.w 186B TOD 3D6 775E 29 Arc required (cm 2 121) 12) 390 321 39 85 PmtiDlrt certified by ACCA to med a9 requirernenis of Manual J Th Ed. wr gl'et5oft . Right -Suite Residential"' 5.5.06 RSR26017 2002-Od-18 13:38:02 Alk EAFilesIMORRISON 20021LANTANAILANTANA.rsr Page 1 RIG)iTd WORKSHEET ntlre ouse DEL AIR HEATING,AIR CONDI TIONING,R Job: LANTANA 10-18-02 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANJALJ MEd f rrecfmo n H24CPfDB4 EM B" BR2K:Pr MSITTIG j3LRff.'p= va 130 ft 220 ft QO ft 13.0 ft 13.0 x 14.0 ft 11.0 x 11.0 ft 13.0 x 6.0 ft 11.0 x 13.0 ft Ceitigs G dtOpban 9.4 ftl 9.4 ft heaVond 8.0 ft hood 9.4 ftl hasUmd TYFECF I CST HTM Arm l.oed W) A. Lced W) Area Load W) Area Load W) E)FCSLRE ND Htg CI9 ft Htg I Clg Htg I Clg ftj Htg Clg M Htg I Cig 5 Gross a 143 46 21 122 207 0 1 ENposed b 12C 29 19 0 0 0 vA% and c 13C a2 1.2 0 0 0 p 1lbons d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 6 Wdonsard a 1C 37.0 19 19 702"" 0 0 1 702 class doors b 8C 37.0 0 0 0 0 0 0 C 0 Flealr9 c 9C 387 0 0 0 0 0 0 C 0 d 1C 37.0 0 0 a"' 0 0 0 0 C 0 e A- 20.8 0 0 0 0 0 0 0 f QO 0 0 0 0 0 0 C 0 7 Vvtcbrraid Nash 23.4 1 18 1 18 0 0 0 glassdoors fFMtAI 43.4 0 0 0 0 0 0 1 749 Coder@ ENV 0.0 0 0 0 d` O 0 0 0 SE6W 47.4 18 116 1 855 0 0 0 Sam GO 0 0 0 0 0 0 0 Haz 0.0 0 0 0"` 0 0 0 0 8 Clherdoas a 10J 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 b 11A 16.9 127 0 0 0 0 0 0 0 0 0 0 0 c CIO GO 0 0 01 0 0 0 0 0 0 0 0 9 NA a 143 4.6 21 103 476 213 188 w 397 0 0 0 10C 476 213 b 12C 29 1.9 0 0 0 0 0 0 0 0 0 C 0 0 vvaaFand c 13C a2 1.2 0 0 0 0 0 0 0 0 0 C 0 0 partitiais d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e QO 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Gahrgs a 163 1.1 1.4 182 192 252 121 121 168 78 82 101 14 151 199 b 0.0 GO 0 0 0 0 0 0 0 0 0 C 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 C0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 13 337 0 22 570 0 0 0 0 1 337 0 Note: roan b 193 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 Feirreler c 0.0 10 0 0 0 0 0 0 0 0 0 0 0 isdispl. d 0.0 QO 0 0 0 0 0 0 0 0 0 0 0 for dab a 0.0 GO 0 0 0 0 0 0 0 0 0 0 0 floors) f 00 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Irfiltration a 26.2 T4 19 437 14D 19 497 14D 0 0 0 1G 497 11 13 Walbss=6+8_+11+12 W$ 2m 62 2163 Hes" redstrda.rtim 0 0 0 0 14 Drttbss lox Z31 1 10 8 101A 216 15 Totalloss =13+14 245 3039 91 2379 16 in gaaw 1eope @ 30D 0 0 0 0 0 0 1 0 17 WiRSHgwF7+812++1 ot16 1571 106 1299 Less ex teicadirg 0 0 Caofrg redstribu6on 0 0 0 0 18 Dudgain 1 208 10'/ 157 10 11 1 130 19 Told RSH(17+18)"RY 1.00 2119 201 1728 tW 11 1429 2D Air required (&I 83 104 1 3 5 1 81 Printout certifiedby ACCA tDmeet all requirements of Manual J7th Ed. Awrrrgf tsofit Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 K EAFiles\MORRISON 2002\LANTANA\LANTANA.rsr Page 2 RI hHTd WoRKSHEET Enr+e ouse DEL AIR HEATING,AIR CONDI"nONINGrR Job: LANTANA 10-18-02 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone: (4071 831-2665 AhEd MBR WC LAUIDLergtrdexrzsedwalTMANUALNaredrocm Rndrras rs m3m 0.0 ft 13.0 x 130 ft Z7.0 ft 120 x 150 ft 9.0 ft 6.0 x ao ft 70 ft TO x 6.0 ft Ceikgs Qxrt Cpbm 8.0 ft 1h bad 9.4 ft 9.4 ft heWmd 9.4 ft h ltad TYFECF CST HTM Area LcadW) Aree Lced(Biih) Area LaedW) Arm LcaJW) E>JfE NO Hh3 Clg ft2) Htg Cig M Mg Clg ft HQ I Gg m Htg Clg 5 Gross a 143 46 21 0 141 0Yvatandc13C3.2 1.2 0 112 8E' d 0.0 0.0 O 0 0 e 0.0 QO 0 0 0 6 V%xbmari a 1C 37.0 0 0 et 28 10 0 0 c 0 Bassdual b BC 37.0 0 0 0 0 0 0 0F1t9c d 1C 37.0 0 0 0 0 0 0 0 0 0 0 0 c 0 0e7L f 2D.8 0.0 0 0 0 0 0 0 0 0 7 V%xbAeard N rth 2a4 0 0 0 0 0 0 c""' 0 dads 110 0 0 0ENVGO000 SFJSW So-m 47A 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 k 4arz 0.0 0 0 0 0 0 0 0 8 Clhadaors a 1aD 147 9.9 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 340 0 229 0c0.0 0.0 0 0 0 0 9 Nd a 143 4.6 21 0 0 0 113 mi 233 0 0 0 0 0 apsed b 12C 29 1.9 0 0 0 0 0 0 0 0 0 0 0 w4sard c 13C 3.2 1.2 0 0 0 11 355 132 85 268 99 151 56 Parti6ars d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 CeArgs a 163 1.1 1.4 1 1 234 1 1 249 51 67 44 58 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e QO 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 9 233 0 181 0 Nde: roam b 193 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perkretr c 0.0 0.0 0 0 0 0 0 0 isciso. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a GO 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p 0 0 0 0 0tbors) f 0.0 0.0 0 121 IrhbAbn a 1 25.2 7.4 0 0 0 28 733 206 0 0 0 1 471 1 13 S1L b5s=6r8.+11+12 k 178 11e8 tagLess a6ffnal14 w* 0 0 k 10oA 1 101A 3m10 55 1 119 15 Total loss=13+14 1 3BE$ 607 1307 16 A cgaha FW* @ 300 0 0 1 300 0 0 0 12LD 0- 0 234 0- 0 27aA 0 0 166 1600 10B17SZtfotRSHc7+AS+1t+ @ 0 0 0Lessaclerrdaxwup e.. 0 tl. 0LesshisEfap cwb-gte cn 0 0 a.. 0 0 0 18 D-idgain 10' 23 im, 222 105 17 im 108 19 Total RSH gmr-(17+18)"f 1.01) 258 1. 245 1.00 1 1.m 1184 e0 Ak requbed (cm 7 12 1 112 21 8 51 Pr6T6out certified byACCA tD meet al requhn erTts of Manual J 7th Ed. wfT7gi 7t50 t Right -Suite Residential- 5.5.06 RSR26017 2002-Oct48 13:38:02 E:\Files\MORRISON 2002tLANTANA\LANTANA.rsr Page 3 V tlrry.ducttoroofcap I,---19"3 pl.nIv piotrorn by Must have D sdnkoun C bldr 16' gBq. c.ninp cale a/e•-rt• nhu of 4 Irches mound thf air hondlgr per the State Energy code. All duct has an r=6 Insu both duct roof cap fan both d ct D roof cap fanlight 3' both duct to roof cap fah 42X42 A/CAB BY BLDR MIN 2' FROM WA Rating GT;IYIIi t: t'vl'vw' Ivwrv l--w r i Wj1V1'1Jn'.11 V r'[ 1= A VV r••r rr u 1.§1 V,—j v lje W• ... r CA Ulu 1,N 1'Lr.•. TERMITICIDES 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. 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 Company, Name Active Ingredient Registration# ARMOR -GUARD PERMA CHINK SYSTEMS, INC DISODIU.M OCTABORATE TETRAHYDRATE 59' 9 BIFLEX SFR TERMITICIDE /INSECTICIDE FMC CORP. BIFENTHRIN 279-3177 BIFLEX TC TERMITICIDE I INSECTICIDE FMC CORP. BIFENTHRIN 279-3112 BOARD DEFENSE IN-CIDE TECHNOLOGIES, INC. DISODIUM OCTABORATE TETRAHYDRATE 44757-20 BORA-CARE NISUS CORP. DISODIUM OCTABORATET&WYDRATE 64405-1 CHLORPYRIPHOS PRO TERMITICIDE MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-122 CONCENTRATE CYREN TC SPECIALITY TERMITICIDEI INSECTICIDE CONCENTRATE CHEMINOVA CHLOROPYRIFOS 67760-10 DEMON TC' SYNGENTA CROP PROTECTION, CYPERMETHRIN; 10182-107INC. DRAGNET SFR FMC CORD, PERMETHRIN 279 3062TERMrrICIDEIINSECTICIDE DREXEL CHLORPYRIFOS TERMITICIDE DREXEL CHEMICAL COMPANY CHLORPYRIFOS 70907-7-19713 DURSBAN TC DOWAGROSCIENCES; CHLORPYRIPOS 62719-47 FIRSTLINE GT PLUS TERMITE BAIT FMC CORP SULFLURAMID 279 3196 STATION ; LABYRINTH TERMITE BAIT ENSYSTEX, INC: DIFLUSENZURON 68850-2 MARTIN'S PERMETHRIN SFR CONTROL SOLUTIONS, INC PERMETHRIN 70506-6-53883 TERMITICIDE I 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 PERMETHRIN 51036-287 ORNAMENTAL PRELUDE TERMrnCIDE/INSECTICIDE SYNGENTA CROP PROTECTION, PERMETHRIN 10182-95 INC. PREMISE 75 INSECTICIDE IN WATER BAYER CORP IMIDACLOPRID 3125 455 SOLUBLE PACKETS fie://C:\WINDOWS\Temporary%201nternet%2OFiles\OLK70F3\TERMITICIDES%20REGISTE... 7/23/02 APPROVALS NES REPORT MIXING DIRECT GNS APPLICATION DIRECTIONS PRESCRIPTION TREATMENT BRAND TC WHITMIRE MICRO-GEN OIFLUBENZURON 499-488 223 PREVAIL FT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3082 PREVAIL PRE -TREAT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3209 PREVAIL TC TERMITICIDEANSECTICIDE FMC CORP. CYPERMETHRIN 279-3131 RECRUIT 11 DOW AGROSCIENCES, LLG HEXAFLUMURON 62719-272 SHELL -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE TETRAHYDRATE 59905-6 SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRIN 51036-287-72113 TALSTARTERMITICIDEIINSECTICIDE FMC CORP. BIFENTHRIN 279-3208 TALSTAR TERMITICIDEANSECTICIDE FMC CORP. BIFENTHRIN 279-3206 TENGARD SFR ONE-SHOT TERMITICIDE / UNITED PHOSPHORUS, INC PERMETHRIN 70506-6INSECTICIDE TERMIDOR 60 WG AVENTIS ENVIRONMENTAL FIPRONIL 432-900TERMITICIDEIINSECTICIDESCIENCESUSALP TIM-BOR PROFESSIONAL • UNITED STATES BORAX & DISODIUM OCTABORATE 1624-39CHEMICALCOMPANYTETRAHYDRATE TERMITICIDE TIC ARIZONA CHEMICAL GROUP, INC CHLORPYRIFOS 55431-1 TRIBUTE TERMITICIDE/INSECTICIDE AVENTIS ENVIRONMENTAL CYANO 432-767CONCENTRATESCIENCESUSALP VR &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 aacordlnq to. label directions. a Pesticide Product Brands: 34 Companies: 22 Listvpdated: 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 times since March 4th, 2002 file://C:IWINDOWS\Temporary.%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/0"d IFor 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(Na2B80,3.4H2O):........ 40.0% EPA Est.64405-TN-1 INERT INGREDIENTS: ........................................................ 60.0% U.S. Patent Nos.5,104,664 5,460,816 Density: 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 directions. 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. 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 directlytotreatthesoil. 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 tong -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.) 100 Nisus Drive, Rockford, TN 37853 MADE IN THE U.S.A. (800)•264-0870 www.nisuscorp.com 02003 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. 11. 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 2 BORA-CARE® is an innovative termiticide, insecticide and fungicide that eliminates existing infestations and provides long term 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: Cerafnbycfdae, 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. IV. 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. 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: For treating 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 fight 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 jjght 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 ofthe 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 tqe 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 assurface 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 atthe "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'G 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 VIII 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 1) coat of a one.(1) gallon water to one (1) gallon BORA-CARE®(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 perimeterof the structurewith a24-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 iA 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. VI1. PREVENTATIVE TREATMENT FOR DRYWOOD TERMITES AND POWDERPOST BEETLES Apply two (2) coats of a five. (5) gallons water to one (1) gallon BORA- CARP (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 1n 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 waterresistant 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 X. DIP TREATING LOGS AND LUMBER XII I. WARRANTY LIMITATIONS AND DISCLAIMER 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 Ilfespan 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 varythe 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 reasonoftheuseofthisproductforapurposenotindicatedbythelabelorwhenusedcontrarytothedirectionsorInstructionshereonnor 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-CARE®to 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 DiameterBORA-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) gallon of BORA-CARE® solution to 400 board feet of wood. 100 Nisus Drive Rockford, TN 37853 800- 264-0870 www. nisuscorp.com NationalEvaluation Service Inc.5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 Phone, 703/931-2187 Fax: 703/931-6505 i1L website: www.nateval.org CODE COUNCIL,. 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 215 DUNAVANT DRIVE ROCKFORD, TENNESSEE . 37853 800- 264-0870 nisusOM- nisuscorp.com www. nisuscorp.com 1. 0 SUBJECT BORA- CARES 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 BO. RA -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 aswater. 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, electrical. wiring, and plumbing. 4. 3 Protection from Water Since BORA-CARE is water. soluble, ,treated wood shall be protected from rain and snow. For long term protection, 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 rndmgor other matter In this report or as to any product covered by this report This disclaimer includes, but is not limited to; merchantability. Thls report is also subJect to the limitation listed herein. Page 1 of 2 Page 2 of 2 Report No. NER-617 5.0 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 BORACARE treated wood and untreated wood exposed to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/WP/1504, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 BORA-CARE shall be applied by applicators trained by the Nisus Corporation and shall be licensed pest control operators. 7.3 BORA CARE shall be installed in accordance with the manufacturer's published installation instructions and this report. 7.4 in areas where a soil treatment/ barrier termiticide treatment is required by the applicable code or local code official, BORA CARE is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7.5 BORA-CARE was evaluated only for. resistance to subterranean termites. 6.3 Test report, lab test of oral toxicity of BORA-CARE 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. 6.6 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 CodeTM, 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. ONE BY WOOD — BUCK BY OTHERS CAULKBETWEEN WINDOWFLANGE & wooD BLIIx CONCRETE OR WSONRY OPENING BY OTHERS EXTERIORFINISH BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE — WINDOW FRAME HEADER 1 EXTERI WINDOWHEIGHT FLANGE TYPE - WINDOW FRAME SILL PERIMETER CAUL BY OTHERS b ONE BY WOODSHIMA5REOBUCKBYOTHERS SEE NOTES) 1 1/4• MIN. INSTALLATION- ANCHOR BUCK WIDTH - EMBEDMENT 3/1V DGL TAPCW - I - SHIM AS REG'D SHOWN 1/4" SHIM (SEE NOTES) FLANGE TYPE SPACE MAIL CAULK BETWEEN WINDOW FRAME WOOD BUCK 3 JAMB d CONCRETEMASONRYOPENINGORMASONRY BY omllts - OPENING BY OTHERS 1 1/4' MIN.. O INSTALLATION EMBEDMENT d DIA TAPCON SHOWN PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK 8: WINDOW WIDTH MAS'Y OPENING 1/4- SHIM - BY OTHERS SPACE MAX EEC . CA" BETWEEN WINDOW FLAN EXTERIOR. BUCK BY SECTI ON. 2 BY OTHERS WINDDW WTH. A B C BUCKHEIGHT PB'f STOOLOTHERS / WINDOW HGT. F G A H a CAULK BETWEEN WINDOW FLANGE . PRECAST SILL WITH VULKEM ELEVATI O NPRECASRSILL1.16 ADHESIVE CAULK OR BY OTHERS 'APPROVED EQUAL SECTION 1 VIEWED FROM EXTERIOR ESCENFRAINOT, 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEAWNG SHIM. MAX. ALLOWABLE SHIM STALK TO BE 1/4% 2) WINDOW FRAME WMIAL.: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS SILL MUST BE . ATTACHED TO THE SUBSTRATE WITH VULKEM 115 ADHESIVE CAULX, OR APPROVED EOUAL 4) APPLICATION OF VUUOM 116 ADHESIVE CAULK, AT FRAME GILL wsT COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATENT CAULK FOR PERWEFER SEAL AROUND EXTEROR OF WINDOW FLANGE 6) CLASS THICKNESSMAY VARY PER THE REOUIREMENTS OF ASTM EI-100CLASS CHARTS SINGLE GLAZING IS SHOW INSULATING MASS IS ALSO OUN FIEO. 7) CEHERAL ALUMINU fS 1440 SERIES SINGLE HUM IS SHOWN. THUS PRINT ALSO APPLIES TO THE 1540 INSULATING CLASS SINGLE HUNG SERIES. CEO(' iT`FBJL v aFLpJ IRMA. fly.,C.A-F. v. LtGtVNttic C1L m NA..AS:C: GENERAL AL Ur(1A) (/M sc A er7•ca L%T C .* '-zi 1 I i tl IE 1) Wt$RE WATER RESISTANCE TEST REOUREYEN7 OF 15TI OF DESIGN LOAD APPLIES. POSITIVE OFSTCH LOADSWILLBELIMITEDTO40.0- PSF DUE TO WATER TEST PRESSURE OF LO PSF ACTI6:VFD IN TEST' ` 2) 91STALLAl10N: FLANGE FRAME WIND N CONCRETE OR YASOHt1Y OPINING USE 3/15• CIA. TAPCON \' ANCHORSOFSUFFICIENTLENGTHTOPROVIDEMIN. 1-1/4' EIEBFDME74T INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART., 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 4. 4t INSTALL 15 SCREYIS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD SUCH AT .. ALLOTHERFACTORYAPPLIEDINSTALLATIONWOLFS5) IF EXACT WINDOW SIZE 6 N07 U57m IN ANCHOR CHART. USE ANCHOR OUANRTY LISTED WITH NEXT LARDERSIZE• FOR THE APPROPWATE DESIGN PRESSURE REDO. -. 99991W1 W. Crete R&• Ct nbmU TX 75M6 • PA. Ba W1072 • WBM 1Z 75361 vsvw. ASSEMBLY DRAWING SERIES 1440/1540 ML SINGLE WUNC WIN00tY BB N A, R•P • reTA OZ ' DATE sTu RE.t_sw aYEw t0 26/01 B GEN-0012 PREPARED 5T: PROOUCr TE04MMOOT CORP. 23O INTERN nONAL PW. SUITE 2= W-QHFWW. FURWE ]2746 PHONE 4O! 603-0765 FAI 407 665-'D>66 COMPARATIVE ANALYSI 613MION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WIOTH/ HE10NT EXTERIOR INTERIOR HEAD JA1183. 12 19 to X 25 s9 78 9976 BB 13 - 1419t/1 19 1/ 1 X 50 W1 59 59 B FA 14+4 19 1/0 X 54 IIA 54 54 B FA rc 74+5191/6 X 55 DA 52 52 45 8B F,0 16Is 191/5 X 63 79 Ila X 72 45 40 40F IH2 1H3 261/2 X 28 t/ 2 X 35 SA 51' 51 B B FFF,G114426TryX50 /// 44 42 42B 8 F.G 1 H4+! 261/2 X 54 A// 55 4141 B FA 1 N4+526 1/2 % 6A X 934040 B FA INS I/2 6 % f0FG H6 30tp X x6 44 9 G 3010 30 1/2 X 35 3/4 4M.t 4040B F.0 3OX4301/2 % 50 6/A 40 B F G 30 1 9 X55 a^ 4400 40 B F,0 33= S X 93 4O B 7070 30 %A 40 40 G. 23 37 X 37 X 36 3A 51 40 40B B FAF.0 .. 2424+ 437X 50 am 37 X 54 AA 40 40 4040 BB F.G 24+537X551/6 40 40 40 BB F.C.H,I 25 37 X 53 440 0 40F 4T126 37 X 72 48 z 4B 4b 4838 48 X 35 3/TI 40 440 0 484+4 484+5 48 X 54 4A 48 X 55 We 40 40 4040 409346 X 63 40 40 32 33 t/6 X 26 53 1/ 5 X 35 3A 45 40 4540 fit34 531/1 X 50 GA 40 34+6 40 FAJU 34+5 53 1/ 0 x 54 GA 53 11% X 55 T1/1 40 46 4Q35 63IAX40 40 38 3] 1 %72 40 40 71 CAULK BETWEEN WOOD NSIALLATIa/ ANCHOR BUCK k MASONRY OPENING BY OTHERS 3/16' O.A. TAPCO4 ONE BY WOOD CONCRETE OR BUCK BY OTHERS MASONRY OPENING BY OTHERS SHIM AS RE0*0 SEE NOTES) CAULK BETWEENWINDOWFLANGE 8 WOOD BUCK I1U 1-1/4- MIN. EMBEDMENT MAX.1/4SKIM SPACE STUCCO . BY OTHERS / PERIMETER CAULK J BY OTHERS GLAZING WINDOWHEIGHT EXTERIOR I PERIMETER CAULKIBYOTHERS BUCK WIDTH 1/4- MAx. SHIM SPACE SHIM AS REOL 1-1, 'IN*' SEE NOTES) I"— I EMBEDMENT FLANGE TYPE WINDOW FRAME 4 CAULK BETWEEN JAMB d WOOD BUCK 8: MAS'Y OPENINO BY OTHERS MAZING 4 INSTALLATION ANCHOR 16- DU. TAPCON ONE.BY WOOD BUCK BY OTHERS EXTERIOR CAULK BETWEEN PERWETER CAULK WINDOW FLANGE BY DINERS WOOD BUCK WINDOW MOTH L CONCRETE OR MASONRY OPENING BY OTHERS FLANGE TYPE STuCCOWINDOWFRAMESECTION2BYOTHERSHEADER BUCK WINDOW HEIGHT - WTH. A C d FLANGE TYPE WINDOW FRAME SILL D E 2. WINDOW H / -( HGT. F G MARBLE SILL, STOOL BY OTHERS PRE -CAST SILL CAULK BETWEEN WINDOW FLANGE 81 OTHERS h PRECAST SILL WITH WLKEM 116 ADHLLSIVE CAULK OR APPROVED EOUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR. CENTRAL FLORIDA B.O.A.F. MANUFACTURER NAME: F:FNFRAI NOTES• MASTER. FELE 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM; MAx• ALLOWABLE SHIM STACK TO BE 1/4•. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. MUST 3) TSNE SUBSTRATECAULK BEHIND WINDOW FLANGEADHESNETCHEADAULK ORJAPPRWED EQUAL BE ATTACHED i0 4) APPLICATION OF vULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST - COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE6) GLASS THICKNESS MAY VARY PER THE REOUIENTREMEMS OF ASiM E1300 GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REQUIREMOF 15% OF DESIGN LOAD APPLIES- POSITIVE DESIGNLOADSWILLBEUMMTEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 8) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16• DNA. TAPCON ANCHORS OF SUFFK3ENT LENGTH. TO PROVIDE MN. 1-1/4- EMBEDMENT INTO SUBSTRATEATLOCATIONSSHOWNONCHART, 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL FB SCREWS OF SUFFICIENT LENGTH -TO PROVIDE 3/4- MN. EMBEDMENT INTO WOOD BUCKATALLOTHERFACTORYAPPUEDNSTALLATIONHOLES. IF FACTORY APPLIED HC:ES ARE NOT PRESENT. F8 SCREWS SHOULD BE PLACED AT MAX 6• FROM CORNERS tMAx. 24 O.011) IF EXACT WNDOM SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUAAItrtr LISTED WITHNEXTLARGERSIZE• FOR THE APPROPRIATE DEVON PRESSURE REO•D. 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. IRS PRINT ALSO APPUES %, THE 1550 SEPJE4 iw.. DATE 5n jag&* ID01 W. C,03* Rd • Comm. TX 750G6 • PA: Boa 879072 • Galas, TE 75361 PIw It DESLWPICH INSTALLATION. CaTA1L SERIES 1450/1550 FLANCTE Pw m— 4YBEIaWo. • ''CALL N/A A.... E m owlt c.c I+A4;TA eY Ea _ t_'tt/Ot I GEN:f•'_ SHEATHING BY OTHERS e INSTALATION ANCHOR SCREW SHOWN (TYP.) EXTERIOR, -- FINISH BY OTHERS PERIMETER CAULK BY OTHERS JQrI FIN TYPE WINDOW J 1 FRAME HEADER EXTE1RI i FIN TYPE' — WINDOWFRAME SILL PERIMETER CAULK BY OTHERS B'SCREW — INSTALATION ANCHOR SHOWN TYP.) EXTERIOR FINISH BY OTHERS , SHEATHING J BY OTHERS 6 INSTALATION ANCHOR SCREW SHOWN (TYP-) CAULK BETWEEN FIN SAS X kSEEEENOTES) BY WOOD SHEATING (SEE 1• MIN. FIN TYPE CAULV ''ETWEEN EMBEDMENTWINDOWFRAMESHEA2 & FIN JAMB BY O.—A% 2 X WOOD BY OTHERS 1• MN. EMBEDMENT J SHIM AS REO'D. SEE NOTES) SHEATHING BY OTHERS WINDOW WtOTH EXTERIOR FINISH BY OTHERS FXTER10 PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH.ANCHOR (TYP.) 0 O O 0' O O SILL STOOL p 2/ BY OTHERS 24• O.C. MAX. ( TYP.) O O EOUALLY SPACE WINDOW _ ANCHORS (TYP.) HGT. a 0 O / O SHIM AS REO'D. 0, V MAX. (TYP.) SEE NOTES) 0 0 0. 0 o 2 X WOOD BY OTHERS I+-7X. (TYP.) CAULK BETWEEN TINDOW FINe' ELEVATION SHEATHINGEMBEDMENT VIEWED FROM EXTERIOR'•. SECTION 1 Id6] AcT T`1AMMa M ALSTER FELE # 3 1). SHWA AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4•. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN Al HEAD. SILL dt JAMBS - A) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF AST 4Et 300 GLASS CHARTS• SINGLE GLAZINGISSHOWN. INSULATING CLASS IS ALSO OUALff1ED. 6) WHERE WATER RESISTANCE TEST REOUTAEMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN WILLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0PSF ACHIEVED N TEST• 7) NSTALLATION: FIN 0FRAME WINDOW IN I WOODFRAME OPENING WIN TWO By WOW STUDS' USING 090 N. DIANALS OR 6 SCREWS Or SUFFICIENT LENGTH TO PRONOE 1mL 1 EMBEDMENT WM SUBSTRATE. B) IFEXACTWINDOWSIZEIS NOT LISTED IN ANCHOR CHART. USE ANCHOR DUANTITY LISTED VAIM NEXT LARGERSIZE. 9) GENERALALUMINUM'S 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO IKE ilM NSULATING GLASS' SINGLE HUNG SERIES 1A loot M_ U.* Rd. • Ca-M— TI M6 • P.B. Ba619M • DakL 1% Ou.wrG O W-- ASSEMBLY DRAWING SERIES 114.0/1940TDL SINGLE HUNG WINDOW BB N A I yR D. 4 wMU1 Cod 11/ 05/01 8 1 GEN-001 1' MIN. S1fATNING EMBEDMENT BT OTHERS CAULK BEHIND FIN EXTERIOR FINISH BY OTHERS BYRO ERS EA(XK FIN TYPE -JWINDOWFRANC 14EADER GLAZING — SEE NOTES) EXTERIOR FIN TYPE FRAME SIL PERIMETO By OTHER EXTERIORrIN1SH BY OTHER CAULK B SHE ATMit.., 8Y OTHERS L Y vINDpW W1DTM' If, MAX. f— SHIM SPACE 2 x BY WOOD SHJM AS REO'D. I 2 K VOODBrDINCRSBYOTHER: rIN TYPE WINDOW NB INSIALLAT101( FRAME JAMB ANCHOR SCREW 1• MIN SHIN AS RCD•L. GLAZING EMBEDMENT SEE NOTES) 1/4' MAX. SHin SPACE EXTERIOR PERIMETER CAULK BT OTHERS XB' INSTALLATION ANCHOR SCREV EXTERIORriNISM CAULK BEHIND FIN BY OTHERS SECTION 2 SHEATHING BY OTHERS WINDOW VIDiN WINDOWHEIGHT 0 0 0 0 o 0 24. O.C. MAX CTYPJ WINDOW / NEIGH o ° EO'0. 0 0 0 0 0 I 6- MAX CTYPJ --. 114'' MAX SHIM SPACE FI F V ATIO I to INSTALLATION VIEWED FROM EXTERIOR VICHOR SCREW 2 x WOOD By OTHERS COMPARATIVE ANALYSIS & ANLHUK LNM1<1 WINDOWDESIGN PRESSURE NO. OF KB SCREWS NO. OF 0.099 DIA. NAILS REQUIRED IN FRANCCAPACITYINPSI, REQUIRED IN FRAME 1NCHES) WIDIH/HEIGH EXTERIOR INTERIOR HEAD a SILL ! EA JAMB HEAD L SILL ! EA. JAMB 20 . 30 40 0 2 2 2 2 2 3 2 2 20 X 40 20 X 30 4040 040 2 - ] 2 3 2 ] 0 a 0 4 D a >D 30 . 40 4040 4040 2 2 3 2 3 3 2. ] 30 % 30 D . 60 4040 0 A222 2 40 x40X 40 4040 4040 3 3 ; 3 3 3 40 X 30 40 X a04 40 33 30 X 30 0 40 2 4 ] 3 330X404040 4 4 330s30 30 . 60 we 4040 3 I 40 40 CENTRAL FLORIDA, R. ®.A.F. MANUFACTURER NAME: 0EA/ER4L Ai T /M.tN.VPf MASTER FILE ' 1FaIRC WATER RESISTANCE TEST REQUIREMENT OF 137 Or DESIGN LOAD APPLIES. POSITIVE DESIGN LIIADS Vlll BE LIMITED TO 4D.0 PSF DUE TQ WATER TESTPRESSIRCOF6DPSFACHIEVEDINTEST. 27 INSt ALLA7I0N FIN FRAME WINDOW IN WOOD FRANC OPENING WITH TWO HY VOQHSTUDSUSING .B SCREWS DF SUFFICIENT LENGTH TO PROVIDE MIN I• EMBCOME' INTO SUBSTRATE IR DD99 IN. DIA NAILS. 3) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE QUANTITY USTCDWITHNEXTLARGERSIZE. 2 4) SHIM AS REO'D. ADJACENt TO EACH INSTALLATION ANGNQN WITH LOAD BEARING SHIM EOIJALCT SPACE MAX ALLOWABLE SHIM STACK TO BE IIL41 wfilANCHORSCTTPJ37WINDOWFRAMEHNTERIAL+ ALUMINUM ALLOT CAD. 61 USE LATEX CAULK BEHIND WINDOW FIN AT MEAD. SILL t JAMBS. I 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR DF WINDOW FLANS£ DI GLASS THICKNESS MAT WART PCR REQUIREMENTS OF ASTM E1300 GLASS CHART$. SINGLE GLAZING IS SNDVN. INSULATING GLASS ALSO QUALIFIED. 9) GENERAL ALUMINUMS 1100 SERIES PICTIRE WINDOV IS INOWN THIS PRINT ALSO t4L W. C,.b1' Rd.. Caw, IZ 75M . P.O. fi= 819M • Odm TS u aswmm, INSTALLATION DETAIL SERIES 1100/1900 FIN PW GEN0022- CAULK BCTVEEN- vDOB BUCK 6 MASONRY OPENING BY .OTHERS - CAULK RETVEEN VINDOW FLANGE t VDDD BUCK CONCRETE OR MA$ONRr OPEN1 By OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK - BY OTHERS FLANGE TYPE - VIMDOV FRAME HEADER WIN OV EXTERIOR HEIGHT i FLANGE TYPE — f VINDOV FRAME 1 SILL 1 1 PERIMETER CAULK I BY OTHERS ONE BY VCDO BUCK IT OTHERS NOTES; . 1) SHIN AS REO-D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SM.. MAX. ALLOWABLE SHIM STACK TO BE I/a: INSTALLATION ANCHOR 7) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. f-3/16' DIA TAPCON 31 USE LATEX. CAULK BEHIND WINDOW FLANGE AT MEAD. SILL k JAMBS. A) USE LATEX CAULK FOR PERMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. SHIN AS REO'D S) CLASS THICKNESS MAY VARY PER THE REOUREMENTS OF ASTM E1300 GLASS CHARTS. PST. SEE NOTES) I 61 DESIGN PRESSURE CAPACITY OF VINDOV t INSTALLATION IS LIMITED TC 40DT) FOR INSTALLATION OF FLANGE FRAME VINDOVS IN CONCRETE OR NASOWT OPENING. USE13/16' DIA. TAPCDM TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN I-1/4' 1 EMBEDMENT INTO SUBSTRATE. PLACE ANCmMS W MAIL FROM CORNERS L 24' D.C. MAX. 1-1/.' MINd BETVEEKB) BUILD DOVN.AROUND CURVED PORT113N OF. VINDOV FRAME TO BE ENGINEERED BY OTHERS. TRANSiR LOAD FROMEMBEDMENTBUILDDOVNMISTBEOFSLFFiCICNTSTRENGTHTOADEOLWTELY WINDOW TD THE STRUCTURE. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LI017 USE OF THIS HUX. ODUCTRODUCT TO THESE TVO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONSPR SHIM SPACE THAT CAN BE MANUFACTURCD FROM THE I450/1750 SERIES DESIGNER F)HED VINDOV FRAMING SYSTEM. CENTRAL FLORE DA B.O.A.F. MANUFACTURER NAM YEN-Igdi, /.r HrNur1 MASTER II,1 TLE # .2 4AZNG DTP. SEE TOTED, BURHEIGHT SKIN AS REO'D SCE NOTES) ONE BY WOOD 1/i' MAX. SHIM SPACE 7BUCKEXTERIORF1NlSNDrOTTERS CAULK BETWEEN VIN1-1/A' MIN. FLANGE 6WOOD DUCEMBEDMENT CONCRETE INSTALLATION ANCHOR MASONRY O3/16' DIA. TAPCOM BT OTHERSCAULKBETVEENVOO MASONRY OPENING BY DINERS SECTION I t WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR l n 7 71--rfL B00( V1111H- SMIN AS REO'D SEE NOTES) FLANGE TYPE MBpV FRA)E JAMB 1/4' MAR d SHIN SPACE 1-1/A' MIN. EMBEDMENT CAULK BETVEEN WOOD BUCK 6 ME, OPENING BY OTHERS 4 . INSTALLATION ANCHOR GLA21K (TIP. C 3/16' DIA TN°CON SEE NOIES) ONE BY WOOD PERIMETER CAULK BUCK BY OTHERS BY OTHERS CAULK BETVEEM EXTERIOR FINISH VINDOV FLANGE By OTHERS vOOD BUCK VINmN v1DTx E OR MASONRYNROPENING SECTION 2 BY OTHERS WINDOW WINDOW HEIGHT HEIGHT 2 I I 2 WINDOW WII3TH ELEVATION VIEWED FROM EXTERIOR IWI V. CTa10T Rd, CmaDlen, TX 75MAP.0. S. D190n-DoPm. TX 75TB1 I WIwINSTALLATION DRAWING ONE BY BUCK . SERIES 1450/1550 DESIGNER PICTURE WINDOW IraA.I. I N/a I P MTC Dvc kpK! la;; I^ acVInON G IT Eck - 3/20102 B I GEN-DD25 SHEATHINO BY OTHER! CAULK Bi EXTERIOR F BY OTHERS PERIMETER CAUL( BY OTHERS FIN TYPEFRAMEHE GLAZING (TYP.) FORSEENOTES FIN TYPE J FRAME SILL PERIMETER CAULK J BY OTHERS / B INSTALLATION J ANCHOR SCREW (TYP.) EXTEROR FINISH BY OTHERS CALK BEHIND FIN — SHEATHINGOTHERS BUILD DOWN BY DT,..ERS 6 INSTALLATION ANCHOR SCREW (TYPJ SHIM AS REDID. SEE NOTES t-p MAX. SH61 SPACE WINDOWHEIGHT 11=11) DESIGN PRESSURE CAPACITY OF NINOOW Q INSTALLATION IS 40.0 PSF. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WIN TWOBrWOODSTUDS. USING 0.099 IN. ERA NAILS. PLACE .099 NAILS 6' FROM FORCORNERS MAI. !LLATIN 6' O.C. MAX. BETWEEN. 3) TWO IBYTAWOOD STUDS. USING 08 SCREWS OF SSFINFRAMEWINDOWINUFFICIENTLENFRAME GTHPENINGNTHTO PROVIDEMIN. t IN. EMBEDMENT MID SUBSTRATE. PLSCE SCREWS 6' MAX. FROM CORNERS Y 24' CC MAX. BETWEEN, A) SHIMASREO'O. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHtM STACK TO BE 1/4 S) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAMBS - OR USE LATEXCAULKFdiPERIMETERSEA-L+!JTOUNOEXTERIOR OF WINDOW FLANGE- 6) GLASS THICKNESS MAY VARY PER IKE REOWREMENTS OF ASTM E1300 GLASS CHARTS. 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BYOTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TOADEOUATELYTRANSFERLOADFROMWINDOWTOTHESTRUCTURE10) ELEVATIONS SHOW COMMON CONFIGURATIONS. R IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIESTOALLCONFICURATIONSTHATCANBEMANUFACTUREDFROMTHE tt00/t900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. q T /,pp--,, gg Y GENTRAY,- FJ,,IjILLB.iA D•OAA.F. MANUFACTURER NAME: E1,1ER: 411 .4I ("A4/Al"Ag MA: TER IK E WINDOW YADTN j WINDOW HEIGHT 1 L/{- MAX. SNUNSPACE SHIM AS REO' D. - SEE NOTES ELEVATION VIEWED FROM EXTERIOR t' A6N 2 X FRAMING EMBEDMENT BY OTHERS SECTION 1 f3 ' 2(--GZ ^ ATE Srtt IRE•ASgN HqlSPACE TWO BY FARMING I SHIM AS REO' D.MPEMMETERCAULK BY 07HER5 FIN TYPFRANE JAMBYIN DMENT SHEATRIO BY OTHERS GLAZING ( TYP.) BEHIND FWSEE NOTES R FINISHBY OTHERS EXTION REW (TYP.) WINDOW WIDTH BY OTHERSSECTION 2 WII H( 1 1 ELEVATION VIEWED FROM EXTERIOR loci IT. Cmtlq a - co. , N. TX 750c6. PD. BIM BISOII •611.RI. R _ 753B1 AA — - FIN INSTALLATION DETAIL DESIGNER SERIES 1100/ 1900 PICTURE NBNDOW 9B N/A arc IIi .InXTA C. cna }/11/ 02 B GENOC20 CAULK BETWEEN WOOD BUCK a MASONRY OPENING BY OTHERS ONE BY wOmBUCKBYOTHER CAULK BETWEEN WINDOW FLANGE a WOOD BUCK CONCRETE ORMASONRYOPENING BY OTHER EXTERIOR FINISH — BY OTHER / BYOMUR CAULK J WINDOW FR.i HEAVER E DwHT EXTERIORANGEHT YR. NOOw FRAME SILL PERIMETER CAULKBYOTHER INSTALLATION ANCHOR BUCK WIOTH 3/16- DIA. TAPCON SHIM AS REOTF SEE NOTES) FLANGE TYPE 1/4-SKM YANDOW FRAME SPACE 4 JAMB Q EMBEDMENT 1/4- SHIMJ SPACE MAX vI , \LPRECASTSLLL— BY OTHERS CAULK BETWEEN MNOOW RANGE e PRE CAST BILL, WITH VVLKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 5500 ADHESIVE SEALANT NOT 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SMIM. MAIL ALLOWABLE SHIM STACK TO BE 1/4' 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BEATTACHEDTOTHESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVED EOUAL4.) -APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF VANDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REOLRREMENTS OF ASTM E1300 CLASS CHART SINGLE GLASS IS SHOWN. INSULATING (LASS IS ALSO OUALIHED. 7). GENERAL ALUMINUM'S 14BO SERIES MODIFIED SURER IS SHOWN. THIS PRINT ALSO APPLIES TO THE ISSO SERIES MODIFIED SLIDER INSULATING CLASS. E) DRAWING APPLIES TO INSTALLATION OF RANGE FRAME WINDOW N CONCRETE OR MASONRY OPENING USE3/16- UA TAPCON ANCHOR OF SUFFICIENT LENGTH To PR"DE MN.1-1/4 EMBmMENT INTO SUBSTRATEALOCATIONSHOWNONMART. 9) SEE ELEVATIONS FOR KEY 70 TAPCON LOCATIONS, 10) INSTALL 08 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN EMBEDMENT INTO WOOD BUCK AT ALL' FACTORY APPLIED INSTALLATION HOLES WHERE IAPCONS ARE REO'D. 11) F EXACT WINDOW SIZE IS NOT LISTED N ANCHOR CHART, USE ANCHDR OUANTITY LISTED WITH NEXT LARGER SIZE PERIMETER CAUUK_o I I \ BY 07HERS I WINDOW MOTH ---- EXTERIOR CAULK BETWEEN VINDOW RANGE WDC rBUCx SECTION 2 ANCHOR (TYP.)1 WAI Hi ONE BY WOOD BUCK BY OTHER EUBEOUENt SHm A6 REO D. SEE NOTES) CONCRETE OR MASONRY OPENING BY OTHER INSTALLATION ANCHOR 3/16- DIA. IAPCON a CAULK BETWEEN WOOD BUCK e MASONRY OPENING BY OTHERS EXTERIORFINISHBYOTHER ELEVATION VIEWED FROM EXTERIOR, COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHARTI WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCA110N INCHES CAPACITY IN PSF REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 4D 110 H,K A,G 24 x 24 40 67 HA A,G 24 x 36 40 45. H,K A,G 24 x 48 40, 40 H,K A,G 36 x 12 40 85 H,K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A.G 36 x 48 40 40 H,K A,G 36 x 55 40 40 H,K A,B F,G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H.K A,B,F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 1. 60 x 55 1 40 40 H,K 72 x 12 40 70 H.K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40' H,K A,B,F.G 72 x 48 40 40 H,K A,B,F,G 72 x 55 40 40 H,K B,C.D,F,G 6k:'l MANUFACTURER NAME: 1roi . GaA/ 1L• T mrL n T3m . PA 1. 61f0l1.611n II TSAI INSTALLATION DWC. MASONRY W/ ONE BY BUCK SERIES 1A30 MODIFIED HOMZONTAL SLIDER WINDOW DRN CwKD KALC ea N/A I DAYc DRWD N.Mc 3/20/02 I GEN0027. aWsroN s• IWeal. tta4m• mr'.:!o tFN..rar ..r W.+t tfo. ,t.r.wa. Rang. FI.a mart Ira17 pf-Nls r.a l l m-WWF SHEATHING CAULK BETWEEN FIN SHEATiNG SHEATHING 2 X FRAMING BY OTHER BY OTHERS BY OTHER I' MIN 1/4' MAX. CAULK BETWEEN SHEATHING de FIN63SCREW :N$TALATION EMBEDMENT ASTRED 0 SHIM SPACE BY OTHERS ANCHOR (TYP:) 2 X FRAMING SEE ) EXICRICR FINISH BY OTHERS V OTHERS FIN TYPE 1'uIN. MAX WINDOW FRAME EMBEDMENT PERIMETER CAULK r1/4- SPACE JAMB BY OTHER SMM T r8 SCREW IN$TALATION FIN TYPE ANCHOR (TYP.) VfNDCx SHIM AS REO*DFRAMEHEADERSEENOTES) VANDOW V610TH EXTERIOR FINISH BY OTHERS WINDOW XT RIO PERIMETER CAULK HEIGHT BY OTHERS EXTERIOR FIN TTPE - SECTION 2 WINDOWFRAMESA1 6 MAX.(TYP). EOUALLY SPACE 6^ MAX.(TYP) ANCHORS (TYP. 0 SILL STOOL BY OTHER JAMBS) PERIMETER CAULK,/ --------- 1/4' WAX. Br OTHER SHIM SPACE SHIM AS REWO IS SCREW (SEE NOTES) YANDOW \ INSTALATION ANC -OR (TYP.)_l 2 X FRAMING HEIGHT BY OTHERS \ EXTE<:OR F:NIS BY 0-HERS CAULK BETWEEN WINDOW FIN $ LcSHEA'HUJG SHEATHING BY C'MER 1' MIN. EMBEDMENT SECTION 1 ERt_ NOTES: 1) L.A. Sit' AS REOD. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BE -RING SHIM MAX. ALLOWABLE SHIM STACV TO BE 1/4, 2) W7•OOW FRAME MATERIAL ALLOT 6063 3) USE LATEX CAULK BEHIND WINDOW FIN AT MEAD ,SILL @ JAMBS 4) USE LATEX CAULK FOR PERIMETER SEAL AROJND EXTERIOR OF WINDOW FF AME. S) GLASS THICKNESS MAY VARY PER THE REOU12EME4TS OF ASTM E1300 SO4LE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUFIED. 6) DRa NG APPLIES TO INSTALLATION OF FIN FRAME "MT3W N WOOD FRAME OPENINGw'- Two ay W000 STUDS USING 099 IN0" Nx:_S ^^ FL SCREWS OF SUFFICIENTLE•.+ TO PRCMOE MN. :' EMBEDMENT INTO SUESTRi-_ 7) IF 'jACT WMJ'JW' 9ZE IS NOT LISTED IN CHARY. ;SE AaCNOR OUANTITT LISTED WITHN5LARGERSIC . 8) V%-R.AL ALUM.HWI'S 1180 SERIES HORIZONTAL •' DER +S SHOWN, TMS PRINT ALSOAP:_ES TO Tr 1950 INSULATING CLASS HORIZOfTAL SL:DER SERIES COMPARATIVE ANALYSIS & ANCHOR QUANTITY CHART WINDOW SIZE DESIGN PRESSURE 8 SCREwS R^cOD. 099 NAILS RED . INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEADI EACH HEIGHT SILL JAMB SILL JAMB 24 x 12 40 40 2 2 2 24 x 24 40 40 2 2 2 fl24x364040222 24 x 48 40 40 2 3 2 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 . 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48. 40 40 2 3 3 4 36 x 55 40 1 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 360x364040326 360x424040336 60 x 48, 40 40 3 3 6 4 560x554040336 72 x 12 40 70 4 2 7 2 272x244040427 7 3. 72 x 36 40 40 4 2' 3 7 3 72 x 42 40 40 4 3. 7 4 72 x 48 40 40 4 3 7 5 72 x 55 40 40 4 pTR a 1GU{yDA B.O.A.Fe Vi't I MAN[JFAcrjUR]ER NAM: ANCHOR (TYP.)• I G{i,V /vFL .FI U•i/i1 III MASTER FME1 # ' - WINDOW WDHT ELEVATION ,•,s " 1 !, tI01 i. D.>bi. IL•FgNtlw, D TTo6i •FJ1. 6a 61lO3T •DIMT. TI 7SATVIEWEDFROMEXTERIOR'.'- • =.. .•F 1 INSTALLATION. DRAWING WOOD FRAME STRUCTURE SERIES 1130 /1980 Mo01FIED HORIZONTAL SLIDER C.•KD S` BE, N/A iy{yi ttMLR DATL ORN NUM6FJ1 Q3 QOl. 11 /02 GEN—OWmi—mlgMI. IK.IAL+ k ..'S.0 R' 1604+ AW :]O ..'Dti•tYIY ••• WT Sf4 H•+•q. JWY• 12l•f •mob[ (K?I Nf-0.4! Iu l C C1N NV' GEN-0452 IA d INSTALLATION MULLION ANCHOR ANCHOR — TYP.) BRACKETMULLION ANCHOR FLOFJDA B.00 BRACKET — C+' NT MANUAC'I U R NAME: WINDOW FRAME JAMB TYP.) SECTION v EXTERIOR AlAULLION II i DIE NO. 1445 I II I I II I I II i I. INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS (TYP.) o SUBSTRATE MULLION DIE NO. 1445 A -A ELEVATION SECTION 01 v v 1- 7 / 8" I m I SEE NOTES 2 & #3 NOTES: 1) MULWDE I USEDL TO IMULL SINGLE HUNG AND OR IPICTURE NUM BWI WINDOWSDIE SIDE BY 1445, SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH SUFFIC ENTMULLION TOo ABHEVE E WITH 4" 3MIN.,, DIA. CONCRETE SCREW ANCHOR OF EMBEDMENTINTOCONCRETEORMASONRY. 3) IN WOOD FRAME O RIOATTACH MULLION TO SUBSTRATE USING IO SCREWS OF SUFFICIENT THTOACHIEVE3IEMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. FAREA- ENERAL ALUMINUM CORP. CARROLLTON, TEXAS VERTICAL MULLION INSTALLATION DETAIL NO. 1445 MINUMTUBEMULLION, DIE RVDATE.3/17/ O2 DRN: JS SCALE: MATL DWG NO:GEN-0452 HALF PREPARED BC .PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY. HEATHROW. FLORIDA 32746 PNONE 407-BO5-0385 FAX 407-805-03" 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 407 805-03651 FAX 407 805-0366 CA020039 12-Jon-2002. 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES wDW. WTH. > WDW. HGT. V 19.125 26.500 30..500 37.000 48.000 53.125 1609 1497, 1497 1497 1497 1497 26.000 38.375 622 515 486 466 465 465. 331 262 241 219 203 203 50.625 279 220 200 180 164 162 54.625 211 192 172 156 153 55.625 268 158 143 127 112 108 63.000 204 153 11.7 106 92. 79 76 72.000 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 & APPUCA7 ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03W I FAX 407 805-03W CA020122 FEB.19; 2002 . 02-0217 . A if GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WITH. 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 2.00 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICA17ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CAM123 FEB. 19. 2002 02-0217 A>A13r i•',aun•aeOQ ,. e MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP.) . 8 SELF TAPPING SMS (TYP.) MULL IVN DIE NO. 1446 SECTION A- A MULLION ANCHOR BRACKET - SUBSTRATE MULLION DIE NO. 1446 I I I I I INSTALLATION ANCHOR TYP.) SECTION B=-B c I SEE NOTES 2 & ##3 cJ re CENTRAL FLOPdDA B. 0. A. F. MAIN UFACTURER NAME.- EXTERIOR ELEVATION - A ASTER FILE # 5' NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM COR P SIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING ##10 AREA: DRN: JS 4MATL: 3 1 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD -- SCALE: — — —— DWG NO', -: iFP.AWNG. WT/FT: —_-- HALF E' DA 327.td PHONE 07-805-0365 FAX C7-8.5-0:?dPREPAREDBY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY. HEATHROW, FLORi DOOR VIDTH 11 /4• MAX. SHIM SPACE SHIM a5 RE'D'D INSTALLATION ANCri'R TWO BY VOOD CSEE'NOTES) K8 SCREW 1-1/8 HIM. BY OTHERS' SHEATHING 'EMBEDMENT BY OTHERS CaLLK BETWEEN DOCK FLANGE TWO BY VOOD SLIDING GLASS t SHEATHING BY OTHERS ODOR FRAME . JAMB SLIDING GLASS DOOR II - HOOK STRIP I AR SHIM AS REO'0. t/a• MAX. cSEE IgOTES) SHTM SPACEI ' I ( II 1-1/8• MIN EMBEDMENT TUCCO R SIDINGYOTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BYOTHERS TEMPERED IGLASS (TYP.) A • :Cr_+'..'.:.::ris DOOR HE IGKT Lo f D ,4 ru . r.a SLIDING GLASS DQI3R FRAME SILL 0 A EMBEDMENT D N A — 0 A 1-1/4• Mix Q A A D o LIBERALLY APPLY . RLt-KING L' SILL OR SET SILL IN. jN BED !NS7aLLA7i;KANCHOR L DiC:3lC 3/16• OIA. TAP V SECTION_ A-A , 1/ INSTALLATION ANCHOR 86 SCREW TWG BY WOOD BY OTHERS CAULX 2-7WE N NZ STRIP L SHEATHING INSTALLATION ANCHOR7/ EI- tie, MIN. 18 SCREWEMBEDMENT ZTEMPEREDGLASSCAULK. BETWEEN TYP.) DOOR FLANGE S. SHEATHING SHEATHINGPERIMETER BYOTHERSCAULK BY TEMPERED GLASS OTHERS STUCCO. <TYPJ OR SIDING BY OTHERS BY OTHERS SLIDING GLASS DM INTERLOCK SECTION_ B-B HOOK STRIP DETAIL A U 0001 HA.,AL• ALUMIIAN Alt.mL061 . Z) RB IHSTALLATDDI SCRCVS MST K Or TLrrIC1ENT LENGTH TO ACHIEVE IItK EnKtYCni 1-1/B• INTO VWO TAPCDI TTrE WSTALLATIOH KTORS AT SILL MUST K T UFFIC1ENTLENGTHTOACHIEVEHIKEMKDENTOr1-1/4• INTO wSDal OR CONCRETE. , 51 . 11LATIDI Al AC CIC C On BACK D THti FEET. uUSEMIWNIZEDACRYLICCALLAKNIHDW61RfLAHMSEA, AT HEAD t ywSi KUSESLLICmNlZEOACRriiCCA/L[ CIF ACRIeET[R SCK ARmNO _.OR OR TI WOR. L1D [aKi OCDI SIZE IS HOT LISTCT lH ANC101 SSuRE USERCS .NEWt OVAnTItt LISTED VItH "COT LARGERoT[ZC, rpl THE USE CLAD- DESIGNS DOOR rtC0•t TO 71 ACE 1 STALV=TIONxANCW1S I nKrROH1Or M= STOP AS SHOVK T / W N B B B) GLASS THICKNESS wr VARr /Q REDRREMEHTS Or ASIN Etl GLASS CHARTL SIDOORUHIT12AvvROVCDUSINGTEWSREDCLASSINSINGLEGLAZEDORIHSULAtINGGUST l01JAHDSILLCOBWEBSARETOKSEALEDWITHA.SnKL HINT SCAH SEALER IU1ASRCO•D Ai LA SET or tHSTALLAT ION ANCWRI wa. ALLOVAB,-E THIN STACK TO K I"- S.I. ALLIMTALLATIp ANCHORS MUST K wK Or CORROSDOH REIISTANT wTCRtALi. A ITN VNERE •r RC RESENIS QVtNG AAN[L —0 -W REPRESENTS rIKCD PANEL APPXGVED CZWIGIPATIDNSAREASLISTEDCNAmCmDRCHARTONBACt0'THIS SHIEST. IqHOTALLCCNrmGIRATICNSLISTEDABOvEARESOVHOMTHISO1HG. NO L,pM Elatw_o T[DH EXTERIOR ELEVATION SECTIONS •A B L WEEK STRIP STALL AP LT TO INSTALLATION ALL +MROvtD EDPIG111ATIONi Z PANEL DOOR SHOWN ISf rL'rtDA CKTpyi1ERS 100D SERIES riIOtHG GLASS DOGIt Y S+OVK THIS /RWi AI.W Arf•1ESTp 2000SERIESAND50SPIELREVI DESCRIPTION DATE I INI F_xTF L0PI-D A INT.RINC.RS SANFDP, D PL. TITLE: SLIDING GLASS DGCR INSTALLATIONWITH #8 SCREWS DP. A.WN BY: 38 APPP.OVSDBY: M2 IDwG J£LES302- I 8 SCREW INSTALLATION ANCHOR .CHART.. NOMINAL DOOR QUANTITIES IN HEAD S, SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND DOOR SIZE TO t6 PSF TO 61 PSF TO UP TO 46 PSF TO EO PSF 61 PSF TO 70 PSF UP 70 45 t6 PSF TO 60 61 PSF TO 70 PSF CONFICjUP.ATION 45 -PSF E0 PSF 70 PSF t58SF NSF 4SF 4068 XX, Ox, XO a8 X 80 6 6 6 6 8 8 8 4 4 4 5068 XX, OX, x0 60 x 80 6 6 8 8 8 8 8 4 a 4 606E XX, OX, XO 72 x 80 8 10 t0 8 8 8 4 4 4 8068 XX, Ox, X0 96 X 80 10 88 8 8 4 4 4 1006 XX OX X0Ox. XO 120 X 80 60 X 96' 1 6 6 6 10 10 10 5 • 5 5 5 5. 55080XX. 6080 Xx, Ox. XO 72. X 96 8 D 8 10 10 10 10 10 5 5 5 8060 Xx, OX, XO 96 X 96 10 10 to 10 to 10 5 5 5 0 80 xX X x 120 x 96 b 6 12. 12 12 6 6 6 750tooXX, OX, x0 60 X 120 6 8 8 12 . 12 12 6 6 860100XX, OX, x0 72 X 120 8 12 121 12 6 7 0 XX X x 9068 Ox0 96 X 120 109 1/8 X 80 12• 12 12 8 8 8 8 q 4 a q a 4 3, 12068 13,X0 145 1/8 X 80 14, 14 14 8 8 8 8 15068 Ox0 181 1/8 X 80 16-:- 16 16 10 10 10 9080 OXO Ox0 10 1/ X 96 lay 1/8 x .96 12 is 12 14 12 1a IO 10 10 t0 5 5 5 5 5 512080 15080 OXO 181 1/8 X 96 t0 12 10 12 i2 5 7 8 9o100 OXO 109 1/8 X 120 12 12 12 4 12 12 12. 5 7 8 120100 0X0 145 1/8 X 120 14 14, 4 4 4 9068 XXX 106 5/8 x 80 8 8 8 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 g a 4 4 15068 XxX 178 5/8 x 80 12 12 10 f0 10 5 5 5 59080XXx1065/8 X 96 12 la 14 5 52080Xxx12080. lag 5A X S6 14 10 10 10 5 5 15080 XXX 178 5/8 X 96 6 16 L 1 1 6I 7 8 90100 XXX 106 5/8 x 120 12 12 12 12 12 12 6 7 8 xxx 142 5/8 x 120 1210068OXXO1195/8 X 80 12 12 8 8 8 4 q 4 12068 OXXO 143 5/8 X 80 14 14 14 8 8 8 4 4 4 16068 OXXO• 191 5/8 X 80 18 18 18' U I Xx 12080 OXXO lb x V12 143 5/8 X 96 12 14 l2 14 12 14 10 10 10 10 10 10 5I5 5 5 5 5 15080 OXXO t91 5/8 x 96 IB is t8 le 1 L b k 8 100100 OXXO 119 . /8 x 1 12 12 12 14 lz I 12 12 6I 7 8 e120100OXXO1435/8 X 120 14I l4I iS. 12 I2 12 6 J 7 160100 OXXO 191 5/8 X 120 18 lE 4 4 i XXXX 12068 XXXX t 141 1/4 X 80I 12 14I l2I14 12 14 I i 8' ' 8 8 4 p 4Iq 4 1606E Xxxx 189 1/4 x 80 16 16 16 12 l 1 1 510080XXXX111/4 X b 12 I l2 15 10I 10I I 10 I 5 5 512U80XXXX1411/4 X 96 14I 1 14 ID 10 10 5 5 16050 Xxxx l89 I/4 x 96 16 lb 12 i2 12 i2 5 7 B 8i001o0XXXX 120!00 XXXX It/ 1/4 X 120 141 1/4 X 120 I 12 14 12 14 14 I 12 12 112 5 7 7 v 1p0100 XXXX 3S 1/4 X !20 b 10 19 NCHC? N,ar n c, N1N0 V/TWO -'! Jul_ 3°JC:< JSE SAME ?NC-CR AN :T:__ EXTRUDERS INi. IN. sANFORD. •Ft. i"` SLIDING GLASS DCC:Rp2 SCR€WSINSTALLATION1T' o.r: ccxcx " 5B 12/21/DI L_XCCc7rc:.x CIV1•_ NT 17.. . CONCRETE DR SHIN AS P,E'C'D HASONRY OPENING (SEE NOTES) BY ETHERS CAULK BETWEEN DOOR CLANGE L VOOD BUCK CAULK BETWEEN RPERIMEETEvOOD. BUCK t CAULK ER NAS•Y, OPENING p7KEPS , BY DIME OSSTUCCO - BY OTIkRS tNSTALLATIDN ANCHOR D9 SCREv cTYP. vHERE — TAPCONS ARE NOT RED-D.) SLIDING GLASS DOOR rRAR< SILL INSTALLATION ANCHOR 3/ 16' DIA TAPCON 7INSTALLATION ANCHOR RB SCR£V (TIP. VMERE ON£ Br WOOD 7APCDNS ARE NOT REO'DJ PUCK bT OTHERS 1 1/4' MIN EMBEDMENT SLIDING GLASS 11" FRAME JAMH v1/A' HAi D I SHIN SPACE I 1 LSLIDIN7- GLASSDOOR rRAME HEAD TEMPERED GLASS ( TYPJ' DOOR HEIGHT I D AL EMBEDMENT A A D LIBERALLY APPLY MAKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR Or CONCRETE 3/16' DiA TAPCON SECTION A -A 0 TEMPERED GLASS CTYP.) PERIMETER CAULK BY OTHERS r S.G.D. VIDTH 41 1/4' MAIL SKIN SPACE 1 1/4' MIN. I'•—•—EMBEDMENT a I ONE BY vOOD BUCK BY OTHERS CAULK BETWEEN V V00D BUCK L MAS' Y. OPENING BY OTHERS SHIM, AS REO'D. CSEE NOTES) INSTALLATION ANCHOR 3/ 16' DIA TAPCON C CAULK BETWEEN DOOR FLANGE t VOCID BUCK CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATIDN ANCHOR 3/ 16' DIA TAPCON SLIDING GLASS DOOR HOOK STRIP CONCRETE OR MASONRY OPENING BY OTHERS V I 1- 1/4' M]N. EMBEDMENT 1 V tC 2- CAULK BETWEEN vOODBUCKLMAST. OPENING BY OTHERS CAULK BETWEEN HppK STRIP L WOOD BUCK Q UBY WOOD BUCK HT OTHERS STUCCO 7 BY OTHERS _ A1l{ iil+s B.O.".TEHPERED GLASS — T' YPJSECTION B4ANUFAMMER Ti SLIDING GLASS DOOR INTERLOCK MASTER F # HOOK STRIP DETAIL A 11 DOOM MATERIAL- ALUNIMxM ALLDI 6061 rICICM LENGTH TO AC)QEVCtam CMKI7ENT 2) TAPCON TYPE INSIALLATION ANC-M HUS7 K or TTf Or1-1/4' INTO KASDNRI OR CONCRETE. S) ALIER—TE IAPCDN INSTALLATION uM UORS rRONTTOBACKINALLrREMENDERS41 IAPCOK ANCMOR CHART ON RACK Or TMS TNLET. L USESILICONMIZEDACRTLICCAULKDENIND11®t fLANGC wi HEAD L Uwfi 6) USESILICONIZEDAcRILICCM)LK rOR PERINCTER SEAL AROUND EXTERIOR Or DOOR. - 7) RExACTDOORSIZEISNOTLISTEDINANNCNORCART. USE ANCHOR DUANTITT LISTED WITH NEXT LARGER SIZE. rO1 INC APPROPRIATE DESIGN PRCSSURE RE"L B) rORPDEKETDOORSIZESUSECLOSESTRrAASSDOORSIZELcl)wlm 1ATION TO'rINISMED-DPENING PLACE IAICOKS. S My rRON(TIF MNCOf RE AS SMOVN WART CRREQUIREMENTSOrAST" EIODO GLASS CHA S) GLASSTHICXNESRTS10) rA[ 7wT wPPLICD NOES MOT KSIGwT(D f0M TA CON AKNOR SNOILD K r1LL[D vllN KB TLR[vS ALL gg Ir SUf . 1ENT LENGTH USING PRO-IDEIEWKIN. ERED GLASSNKC DKNT INTOWOD BUCK. 121. DOOtSILLCTWNESSRAKTOKSEALEDWINANSKALLLJOINTSEAMSEALER. E GLAZEDOltTIwGLASL f0) SHIN AS RED'D. AT EA. SET /f INSI ALLATKM NCINpgZ. NNAS ALLWARLC SHIN jTAEK TD K 1/.•• 1.) ALL1NSTALLATIONANCHORSMUSTKNAOEOrCORROSIONRESISTANTNATERIALL1S) Cr COW,NG PANEL AND IC M.TIO4 FARE AS SENIS LISTEDON /ANCHOR CHART PON DACKDrKINRS SNEC . Ar li) NOT ALL CONrIGLRATIONS LISTED ADOvE ARC SMOVN ON THIS DRAWING1 )Q LL'AP MOVED AT1dN EXTERIOR ELEVATION SCC7IONS 'A -A'. 'B-D' L HOOK STRIP ICI APPLT TO INSTALLATION Or ALL APPROVED 2 PANEL DOOR SHOVN COW O" C NZ 17) INSTALLOC7AKOMIN [KM ATR DE rKTDRT APPLIED INSTALLATION HOLES UNLESS NO TED OTMER"SE ON ANCHOR CHART. SES TACK or THIS SHEET. IB) rLOR1DAEXTRUDERSIWOSERIESSLIDING, GLASS DOOR IS 5)OvN 7WS MINT ALSO AFFLICT 70 2000 SERIES AND SDD SERIEL EXT REVI DESCRIPTIONIDATEINILOPIDAINT. RINC.UDERS NSRINC. PS SANFOP, D TITLE: SLIDING GLASS DOOR I INSTALLATION WITH TAPCONS DIRAWN BY: BB I APPROVED BY: r`4. ''l n n.'M'r.)n U7C inI Icr.)r. NTC nvr _ r. vnr•?M 1 FC 2 4 ANCHOR NOTES: S ARE PEO'DIAPCONANCHORCHAR[ NOMINAL DOOR QUANTITIES IN HEAD L SILL QUANTITIES 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 PSF UP TO 45 PSF 46 PSF TO 60 PSf 61 PSF TO 70 PSFSIZEANDSIZE CONFIGURATION 45 PSF 60 PSF 70 PSF ' 45 PSf 60 PSF 70 4068 xx, Ox, x0 48 X 80 3 3 3 4 4 4 3 3 3 4 4 4 5069 xx, Ox. XO 60 X 80 3 3 3 4 4 4 4 4 4 3 4 5. 6068 xx, Ox, X 72 X 90 4 4 4 4' 4 4 3' 4 5 6068 xx. Ox. x 96 X 80 5 5 5 410068xxOxNO120x8067 > 4 5 4 5 4 5 6 5080 xX, OX, XO 60 x 96 3. 3 3 5 5 5 a 5 6 6080 xx, Ox, x0 72 X 96 4 4 4 5 5 5 4 6 6 8080 xx, OX, x0 96 X 96 5 5 g 5 5 5 4 6 6 00 0 xx x x 120 X 96 6 A 7 6 6 650100xx, OX, x0 60 X 120 3 3 3 6 6 6 6 7 8 60100 xx, OX. X 72 X 120 a 4 4 6 6 7 (DI) 6 8 9 0 0 xx. x x 96 X I20 5 4 4 4 3 4 5 9068 x0 109 1/8 X 80 5 6 4 3 4 5 12068 OXO 145 1/8 x 80 7 157 9 02) 4 4 3 4 5 15068 XO 181 1/8 X 80 6) t) 4 4. 4 4 6 6 90SoOXO 12080 Ox0 109 i/ X 9 Y45 I/8 X 96 7 8 CD17 9'S >„'`iti.:Y5,j- 1;, k`` ys 4 fi 6 15080 Ox0 90100 OX, 181 1/8 x 96 I09 1/B X 120 8 5 g 6_:, !,,. b=.:-81: h-;, D3) 6 8 8 10 I20100 XO 145 I/8 X 120 7 10 n) 6 6 7 CDi> 4 3 S 9068 XXX9068xx 106 5/8 X 80 5- -,-.. 4 4 4" 3 4 51425/8 X 80 7 7 8 (Di) 4 : 4 4• 4 3 a 5 15068 xxx 178 5/8 X 80 8 1 4" 5 5 5 4 6 6 9080 xxX 106 5/8 X 96 5 5 6 4 6 6 12080 XXX 142 5/8 X 96. 7 8 (Di) 9 (D2) 5 4 66 66 15080 XXX 178 5/8 X 96 8 c) 5 5 90100 xx 106 /8 x 120 5 6 6 6 b 7 6 8 I 10 1polop xx 142 5/8 x M 7 n c 4 3 a 5. 10068 OxxO 119 5/8 X 80 6 6 7 (Di) 4 4 3 I 4 I 5 12068 OXXO 143 5/8 X 80 7 7- 8 (DI) 4 4 4 3 4 5 16068 xx0 I91 5/8 x 80 9 t0 01) 12 03) 4 4 4 4 b b I d UXXU 7. 7b I b• 6 7 CD1) 5 5 5 4 I 6 6 12080 OXXO l43 5/8 X 96 17 8 (DI) 9 tD2) 5 4 6 6 16080 Oxx0 191 5/8 X 96 19 14 < ) 5 6 5 i 00 6 5 10 IOUI00 XXO 11 5/ .X 120 6 7 1) I rC 7 cDi) I 6 8 10 120100 93t Da) 10I 6 7 (DI) 6 8 10 160100 OxxO 191 5/8 x 120 10 CT)1) 162) tD7) 4 1 XXXX 4 x 6. 6 4 4 4 4 4 I 3 4 5 7206E XXXX 1141 1/4 X 80 7 17 8 <Di) 4 4 3 4 5 16068 xxxx 189 1P4 X 80 9 (DI) 10 tDz) 12 04) 4 4 0080 XXXX I1 1/4 X b 6icD1) q 6 61/4xxxx . X 96 72080cD) I 5 5 5 a 1 6 6 6080 xxxxH100 189 1/4 x 96 9 cDd) ip (nd) 1 6 6 1)6 8 10 ooloo xxxx 11i20I00 0 (cDD3) bb xxxx11411/4 x 120 7 8 <DI)_ b I b D1) 10 60XXXX 199 L/4 X 120 i0 (D"c) I13 05) 15 CD%) EE92 ,lro 1) IN SOME CASES TAPCDN IN BOTH FACTORY. APPLIED INSTALLATION HOLE. ' D1' THRU 'D7' DESIGNATES IN WHICH SIZE L CONFIGUP.EATIONSTWOTAPCONSAREREWD. 2) ' DI' MEANS, INSTALL TWO TAPCONS IN ONESET.OF INSTALLATION HOLES. 3) 'D2" MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) 'D3' MEANS, INSTALL TWO TAPCONS IN THREESETSOFINSTALLATIONHOLES. 5) 'D4• MEANS, INSTALL TWO TAPCONS IN FOUR SETSOFINSTALLATIONHOLES. 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 SEVENSETSOFINSTALLATIONHOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD LSILLSHOULDBEPRIORITIZEDASFOLLOWS: A: FIRSTADJACENT`TO INTERLOCK OR BUTT STILES IN HEAD L SILL. B: SECONDLY, AT EACH END OF HEAD L SILLNEAP. JAMB CORNER, 1F NEEDED. C: LOCATIONS IN HEAD L..SILL OTHER THAN ASLISTEDINALB. 10) LDAMBSOSHOULDADDITIONAL PRIORITIZEDTAPCONS ASINFOLLOWS: A: FIRST, ADJACENTTOLOCKS IN . JAMBS. B: SECONDLY, ATEACHEND OF JAMBS NEAR HEAD LSILLCORNERS. G LOCATIONS IN JAMBS OTHER THAN AS LISTED 1N A L B. EXTRUDERS f I R11AINT. INC. SANFORD. FL. in- SLIDING G'_ ASS DOOR TAPCON GLASS CHART BB owls/D2 CIVIL N.T. S. °`4 r LcX90c' GENERALALUM CORPORATION EVE VERTICALMULLIONDESIGNLOADCAPACITYCHARTS ALUMINUM MULLION, DIE #1446 19. 125 26.500 30.500 37.000 48.000 53.125 WDW, WTH. > WDW. HGT. V 26. 000 758 705 705 705 705 705 38. 375 293 243 229 220 219 219 50. 625 138 109 101 91 85 85 54. 625 108 85 78 70 63 62 55. 625 102 80 73 65 59 58 63. 000 69 53 48 43 37 36 72. 000 45 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCA710H ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020035 SUITE 250 JAN: 11, 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 805-0365 / FAX 407 606-0366 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 SUITE 250 CA020036 HEATHROW, FLORIDA 32746 JAN. 11, 02 PHONE 407 805-03651 FAX 407 80"366 01-1.201 l B/ - Z7 0't- MULLION ANCHOR BRACKET WINDOW FRAME SILL CTYPJ INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET. SEE NOTES -1 2.& #3 I D DWG NO` GEN-0453 INSTALLATION ANCHOR TYP.) D MULLION ° 1-7/8" DIE NO. 1447 PR MAR B" GA g D — SUBSTRATE v. AC+ 'R NAME: MULLION a DIE NO, 1447. L U v WINDOW a FRAME HEAD 'DER FILE— TYP.) ° SECTION B-B D° SECTION A — A NOES:T MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, CTURE WINDOWS HEAD TO SILL. EXTERIOR WHEN USED TO MULL SINGLE HUNG AND OR PI 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. INTO CONCRETE SCREW ANCHOR OF SUFFICIENT LTH, TO ACHIEVE I-1/4' MIN. EMBEDMENT CONCRETE OR MASONRY, 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 3 OF .SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT. INTO WOOD FRAMING. 4) MULLION ATTACHMENT 'IN SECTION B-B IS. TYP. AT .IAMBS. 14 FTITLE' ENERAL ALUMINUM- CORP., CARROLLTON, TEXAS Y_ ,... f•y•;r'='` :' +,`' HORIZONAL MULLION INSTALLATIONDETAIL UMINUM TUBE MULLION, DIE NO..1447 e AREA, DRtb BB APRVD' ---- DATE' 3/17/02 L ---- ELEV-AT --- WGN _ WT/FTr ----, SCALE' HALF "AIL'— D OGEN 0453 r•*- T TECHNOLOGY CORP.. 250 INTERNATIONAL PKvr., NEATKgOW. «ORICA 32746 PHONE 07-805-0363- FAX Ot-20S-0366 fi Prrr;piago-.arl" jego q-k rI 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. Vl[_ 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 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 i.. 1 oa ' guadim '"rt`..2:.. 1C Oe? •t U. D`NG NO: J-0450 MULLIC ANCHC BP.ACKE WINDOW FRAME JAMB TYP.) STALLATION JCHOR YP. ) 8 SELF TAPPING SMS (TYP.) IVIUL.1-11-J DIE NO.. 1448 SECTION A- A MULLION ANCHOR BRACKET r---r-T— MULLION D E N0. 1448 I II I I II I I it I Ii I I II i I I INSTALLATION TY ANCHOR t a u, o I SEE NOTES 2&#3 SUBSTRATE :emu A a SECTION - a-: MANUFACTUIER NAME EXTERIOR ELEVATION qZLrzeZzi: MASTER FEAE, NOTES: 1448 MULLION W E INSTALLATION USEDTO MULLL SINGLEAPPLY HUNG _AOND ORALUMINUM PCTUREBWI.I MULLION, OW ° SID DIEFTnIT— LE-FIN GENERALALUMINUM CORP. SIDE. CARROLLTON" TEXAS Z) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. VERTICAL MULLION INSTALLATION DETAI_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION; DIE N0. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 _--_ JS ApRyp, ___— DATE. 3/ 17/`? AREA: ORN: SCREWS OFSUFFICIENTLTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD wT/vT: SCALE: HALF MAIL. ____ DWG NO' FRAMING. GEr:—r_.__0 s07-_ 5-D_sz PREPARED BY; PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY. HEATHROW. FLORIDA 32746 PHONE 407-805-0365 FAx -. GENERAL ALUMINUM CORPORATION FIN VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART S.H. SIZES ALUMINUM MULLION, DIE #1448 18.000 24.000 30.000 36.000 48.000 53.125 WDW. WTH. > WOW. HGT. V 36.000 506 427 390 379 379 379 215 208 208 44.000 319 262 231 263 213 186 171 160 160 48.000 129 187 0278 68 66 60. 000 42 36 34 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 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA0'10037 SUITE 250 JAN.11, 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 806 M88 I FAX 407. 806MM GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART All- I IMINI IM MULLION. DIE #1448 56.000 63.000. 565 378 226 167 57 43 11 WDW. WTH• > WDW. HGT. V 30.000 43.000 28.000 565 565 565 378 226 167 57 43 12 32.000 380 378 38,000 236 226 42.000 182 167 56.000 72 60 60.000 57 47 86.000 18 14 FIN VERTICAL P.W. SIZE$ 72.000 88.000 565 565 378 378 226 226 167 167 57 57 43 43 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 & APPLICATION ENGINEERING, INC- 2.50 INTERNATIONAL PARKWAY CA020038 SUITE 250 JAN. 11, 02 HEATHROW. FLORIDA 32746 01-1201 PHONE 407 805-03651 FAX 407 805-0366 is Tts ` 1. TESTED IN ACCOSIMCE WITH STMDARD BUI LDINO CCOE. CHAPTER 17, TO A POSITIVE AND NEGATIVE 37.5 PSF. - 2 DASH KMaUP REPRESENT VAR[O.S SECTION HEIGHTS. 3. FOR SECTION 7• HIGH DOOR 9'DMN. B' H104 DOORS HAVE FIVE SECT 1t2S". • ' . 4. SECTION HEIGHT DF 20.812. 19.00 k 16.7S ARE AVAILABLE AND AAY BE USED IN CONGIMTION TO ACHIEVE VARIOUS HEIGHT DOORS. S. DA30SSKW PATTERN. OF 14.50 X 20.375 SHU9N. ALTERNATE PATIMS OF 12.50 X 43.375 MD 12.50 X 20.375 MAY BE tSFD. 6. TORSION SPRINS SH91N. EXTENSION SPRINGS AVAILABLE. " 7- USE THIS BRACCET, REF. P/N 405964-0002. ON 8• HIGH DOORS ONLY. PANEL 8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE SECTION SECTION IM.EDIATELY BELOW THE TOP SECTION. - 2• X 6- WOOD JAA,B 2•. X 4• WOOD JAW . OR EQUIVALENT P/N 405964-0001 4• TRACK BOLT 5/16 X 1 3/4' 5• REF LAC SCREW DETAIL 'E' SCALE: 149 STANDARD TRACK DETAIL FOR 16' SCALE: 1/16• - 1• 9. THE STRUT PLACD&M CI MCM CCrSTRLCTEO WI7H 5 OR MOFM SECT ICNS MUST BE RCONSISTENTWITHTHEDOOR94N". THE STRUTS FOR .THE ADD1710NAL INt T 6\ ! I a RI SECT MIS ARE TO BE PLACED AS SHOW C4 THE THIRD SECTION. \J G FILE RI 10. THE STRUT PLACDENT DMIENSION ON ALL SECTIO11S LESS THAN 20.612• ,d % - - RECLCM BY THE DIFFUM-CE BETWEEN THE ACTLNAL SECTION HEIGHT k 20.312'. IT. SCREW PM LONG TYPEISA1/4• DIA X 5/8• LOTYPE AB HEX HEAD METAL SCREW fvlw 12. FOST TO BE INSTALLED ONLY WHEN HI04 WIND WARNINGS ISSUED. .. 13. STRUT PLACDAEN7S C:MI VARY r3-. - 14. O3AINUTY FCR LOCKS CAN BE 0, 1. OR--2. TRACJC T . 968 E110 HINGE - I _ 4p 2. 093 000 R J.n VIEW ' D-CY i/8• D58 2- TRACK 049 TH K (VERTICAL) SECTION " C-C" D. SCALE: 1M TAL TRACK L ICE IN TRACK AT 407665-0004, Lis TVP 2 PLCS 404828- 0003 D• TYP 2 PLLS OPTIONAL WINDOW,DETAIL SCALE: 3/32 16•- 0- VAX. NID sR Tji-- SERIES 280 TFRU 289 ARE OVIYALENT CUVSTRC-TICN 25GA STEEL tn6': t• SER!£ S T80 ARf.SAW£ CGh6TR[CIILAY A5 SERIES 280 U'IILY24GA STEEL INTERIOR ELEVATION MD ETD CAPS DOOR TESTED WAS 281 SERIES. - DOOR NIGTH CANTER 4TILE FAD STILE RiLIER 9•PFT T3RA7STRUTS/SECT. ROLLER YERT!CAL T GAGEJM6 LOAD HL4fmWARE t9PERFT+IT> 16' 3 SINGLE TES 2- X 7/16- 049' 100 STD.. sm n K wsen. s w.rw mr mLaa.ror •m"y .,K :. nuerlwwRnrrmMmIRD6resmAA m rArr A IAIAC ww4o sar. _ wo w r y Hamm s m m rr AWUHL 061 SD1-D000 <I wI 1 7/8' TH IC. SECTION ' A -A - SCALE: 1/4 DES 1 W .L OAD 25 NSF ± i zt. se I TEST LOAD t7 - o• SHOO) 37.5 PSF ± a - 01 MNC. HE IGMT 21. 5714 A( . 405771- 0002 N} D4828-ODOa rri<•• 1So Dill I LL JR.18 - kwt WIDTH. YIIH M q o® A„ DAVID. FA 02/19/98 409335 I 1L7• L owvLO FAw 02/19/98 6 jWW.30IAL .90 sims 1336E 0-0. N01133S 11-11 W-JUS) L000-6, W LGOO-I,1 SjiU3S-OOZ-ND 09990;.ij S31TS, "00I31ILS U31-; L Iota.{ ar Dort 31Yld mckm 1,000-91.9vot Wd SKII L000-6L9SO.t Wd S3104 t y1a SZE* 0 c= 00b 61 00-t 1 - 00 0 439 cw-+4 09 :OVO1 Id3110H L-H1 I,s V M311023 5:000-MilOt N/d t t-- t000-I.Lbgos W'dRLIJA ?JX)C 01 KNLIV OL "t 0000- 400! 11 09tot t c000-091,9to Sj:= 1331S 'GIS3?3 02LOt N/'d INIOr BYOS '13>OW28 'Z000-*96901, Wd 0 13>DVIWS '09t9ilo v +9690* wd Q WE c t-NIM SOI,- - t-N In Ito L - 0 0 Ott z IDDf ------ i T— ZA I iH. NI" ot.0, I•.--ZfI6 Z Inv 556-1-30115 '0000-L09t90 W;i 000-09900111 Mot0001;9W Irr 1 - Mls x-%j 03ll()a 'X)=-09900t N/d 00 W1 1,411MI 919 W .2/9 j1 4 L MOW9L LtL 10 0 00 0L B/LLHialmWMHjWl NIcI t000-690209 Wd VIC GLC* 1-0 via 991, G9z TsMI1WA 'ASSV LWd '-sueot N/d 31VI ND IIVA313 HDIM L No I o"a 11*4 )3H OZ-AFIL im 941 GM inall's IL33S WO1.4 '31VId M00-LU60i, N/d LOOO-LL - 6900 1 N/d SqMas . t F- 00, S-7HIMWW01HOYLIV S:= 133is 557t'm—g31N30 'L000-CoUot N/d 00*9 0 0 ffr-= 9L/C NtY4 OLO'4-- -438GLSO* U/6 z L000-LL6909 WI SAMOS CHimKm01HNiLy 53Q-W 06""O6Z/OOrlost UOA Wd rolo 4-Nlrl 160, ar/It z L00o-JL6902 N/d S*MOS i, W1 11A WW 01 toy"y dol 'L000-66LL0* N/d. t-NIM OLO, OEM cSyr4'31y1d j000-vZC60t N/d vo, 9 LA31: 0s Ovi 0I tfc1 x ;L/;-* A U01-01WL MRS N . MA-NUFACTURER NAM! THERMA o TRU CtAS=CAAF11NSWM"SINGLEANDOBLE WAV9XlT SOEM MSL TM F®piOLASDOOWITH WOOD FUM GENERA NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994EDITIONFORMW.9-DARE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESMED PRESSURE RATING SEE TABLE PAGE 1. 5.. THIS PRODUCT DOES NOT MEET THE WATER REOLAWMENTS FOR hI AMI-OADE COUNTY. ra. M1ASl.I- DARE APPROVEDIMPACT RESISTANT SHUTTERS ARE REQUIRED. 7. SIDELITEs ARE AN OP71ON AND CAN BE USED IN A SINGLE OR DOUBLECONFIGURATION. Fiberglass skin 0. 127' minimum thickness, min. -6,000 psi Is CidelRer Fiberglass skin 0.070' minimum thickness, r yield strength Fy(min.)a6,000 psi ID; Polyurethane foam core, ,ithl.9 Ids. density by BASF. panel skin a constructed from a 0.127" thk sleet 1F- Pie interiorcorir_ is filled with 1.9 s. deeity 845E am. foThe paidfoeshe#b AIR gkred to the wood sties and r* d hinge sOei areLVLortSLThelatchstilewhichis1.426" x 4.09 e'ff esenml fietipandbottomraForeofowoodcmoaeitemeleiaLedooropplicofiantheknodnedoorisfittedwiUanexfnrdcdolumimrtnW6D-T6 allay. The frome js eorartrue4edfrom fm9er jointed, . wide x 1-25thick. The header a joined to the side j8 .5 PFH Screws al each side. Ile tMeshold a joined to the 3 . 2) /6 x2SPFHSaersalZside. The muPors ore secured a adeLTe application using ( 8 a Z, bnyF'fH tYood Suers (6) 1345 . Per L The units useankningsoaamvrenwr° mevsui 5.75" x 1.548 SMC Lip Lyle - fAlsaea21.656' wide x 58.093 seared x 1.5 LongTaleSaews. The hones are sealed with sNoone iw 795) to rid" pond and N the Iles jpg SUC Lip Lie with yield streagih Fj(min);62W P4 h PVC L-4 Lite Vm9th Fy(mm.}_Z145psi - 01 s4e is 9.85 wide x 65MNO seared x 1.75 PhlipsPanHeadSuewtThebanesaresealedwithskwwrw795) to siete6le panel arid to the gloss. Integral Fkah Gloved - The r sideN ebfoe sheds with s+Scwe roaWasnd Z 795}a 35.75' MAX. PANEL WIDTH OVERALL FRAME WIDTH 1. OVERALL FRAME WIDTH36. 625' AX- 36.626Z5' MAX PANELWIDTH1W/ ASTRAGAL 15. 5" MAX. FRAME MOTH 13.9375' MAX. SIDELITE WIDTH ry, 7 7.125" MAX. D. LO. WIDTH LIP LITE 7. 0 MAX D. LO. WIDTH INTEGRAL llTl 14. 869' AtAX 0. L0. WIDTH Y/ 1NAC SEE oEraL n' SHEET 3 I1aURLE W/ SIDELljES IN N. MIT ALL ELEVATIONS I-68. 5" MAX. I VIEWED FROM THE INTERIOR WIDTH f r in O?_ N 0 00 CO tn O OSO ZOLJ O 2¢Do Do W LD a F J vfZ FRAME WIDTH 15.5" MAX, U o UJ" DiiZ 0U FRAME WIDTH 13. 938' MAX. 0 ay a SIDELTE WIDTH n W x Ci 14:869' o D. LO. WIDTH 7. 125' MAX. D- LO. WIDTH LIP LITE 7. 0" NAIL_ D- LO. WLOTH IFI7ERGRAL Ill V Vy eunrnr+c CONSULTANTS. VIC 673.(4.3837 NTS WLN RW Nc O: S- 21 r 1 or 8 Z •. of %• ' e. 16 17 20 U h - 143 = Z 2N— Y ~ r .' gi:9..0 7 c 0 p 6 8 :p x 48i p iw 26 _ 1' WN. m o. GLASS THK. 0 29 N v 1 PANEL THK - 21 14 n•`:`0 Z 3m Zy 1.68- MIN. PANEL THK. f SEE GLAZING DETAILS Qg (SHEET a)_ W 51 % EXTMIOR 1 +` LORMA Ba®OrENTRAL 2 SIDEUTE • oncS $ECTIDN PANEL i ,kN, ACTUR N o j— 2141 1 1.691' I 7 m INSWING SIDELILE 31 BOTTOM BOOT 0.09" EIRRMED VINYL WALL V UP OULD046 7NSULTANM WC 313.654.3531 e 11/8/01 vE NTS WLN u er RW Awm c Nos 5-2164 m 2 a 8 O BOLT 8.0" LG. TOP 1 614B do BOTTOM (2) BOLTS 18 AT TOP do (2) AT 80TRTM 3 O ASTRAGAL X Z EXTERI o> SO 00 0 DO o: o ILMZ M Lo8 :5 Y 1N 61QB Lj OmOW00O00 3 mQ m.^ 45 S NOTE 3 _ a THIS SHEET 00Wi. a- SEE OTE 1 & 2 THIS SHEET DETAIL A• OPTIONAL ADDITION OF SURFACE BOLT jz OZ y QO U m yNQoOKy v4S xo VZ co 1Ld7 v H tC-:.r 41 U z 6 z °p 28 I O SEE NOTE 3 6 9 9 SHT.4 v _ 34 E NOTE aSHT.4 ulD773 INTERIOR 2 3 ® MULLIONWe 1. THNOTESSSURFACE BOLTS ARE AN OPTION ON THE ACTIVE DOOR TO ACHIEVE j[}T lAo o MjySr 3 RI N7 R I N HIGH PRESSURE RATING. cw _ W . RWir. t t, l 'i, 3 ® SIDELfTE TO BUCK 2. THE SURFACE BOLT STRIKE ARE LOCATED A7 THE TOP AND BOTTOM `,. THE SIDELITE CROSS SECTION OF THE ACTNE PANEL AT 2.5' CENTERLINE FROM THE LATCH STILE EDGE rR T..f (• l o^ ' THE STRIKES FOR EACH BOLT WERE ATTACHED TO THE JAMB AND THRESHOLD r ^ =j :? j",'_ +. .r . `` 1 %" o 5-2164 j r WITH Uk8 x 2.5 PFH . WS. 3. THE 54 Ff 2OLs WERE ATTACHED TO THE ACTIVE PANEL 1.i• I =' L y M WITH ()- 1.15" MIN. EMBED. 75" MIN. C—SINK 25' MAX. SHIM SPACE NOTES: 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVETHEINSULATEDCLASS. THE CLASS IS ATTACHED TO THESIDELITEFACESHEETSWITHSILICONEGLAZINGCOMPOUND DOW 795). Z SPACING FOR 18 x 1' PANHEAD SCREWATTACHINGTHEASTRAGALTOTHEINACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3. 5. 18.25. 54.0'. 77.0' 90.25", 92.25. & 94.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH EE 13) J8 x 2.5" PFH WOOD SCREWS AT BOTH SIDE. SEE NOTSI4 4. THETHRESHOLDISATTACHEDTOTHESIDEJAMBSWITH2) #8 x 2.5 PFH WOOD SCREWS AT BOTH SIDE S. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2" PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0 23.0. 7, 40.07, 57.0. 74.0" & 90.5' .THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR 18 x 2" SCREW SECURING THE MULLIONSTOGETHERISTHESAMEASTHE 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 HINGETOTHEJAMBANDTHESIDELITEATTHEMULLION USE I10 x 1 3/4' SCREW. 8. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8" QUARTER ROUND MOLDINGAROUNDPERIMETER. 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 k4i HINGE JAMB TO BUCK, r NOTE 6 EXTERIOR Z Y 6 0z F 7 i r Lb1 3 r_ IZONTAL CROSS SE I_OM 4 ® STRIKE JAMB TO SIDE4 L• 1 37 j p 7SF{T. 4 SEE NOTE 25" MAX. SHIM SPACE O> co O1n coI 8 go M o L`/ o W iE n= fEm/1N i! 00UZ zzOZ NFvi vwi II813. 684.3831 we 11/ 8/01 swe; NTS o ®o tree© RW NW 2164 tsmm 4OFI SEE NOTE 3 SHT. 5 FLOTfDMACENTUAL MANA I SEE DETAIL -F- 6 6 6" N 3" 3. 3- 3- — 6- 6 3- 3" 6" 3" 3_ u` 1 1 I 13 I_ I 1 I 73 11 TYP. I I I T3 SEE DETAIL SEE DETAILTYP.TYP, t-.4SEE DETAIL H. 1YP L d a ^ in 13 TYP. 0>_ N Oa0Ry0 I 000 n n inW a0 = U In Z y 2N SEE DETAIL C' TYP. o zo O. 4 N Y jUOIVI C7- SEE c 1 - - B• A- 57 51 A- — 51 ' A'DETAIL _'/ $ 1 t_ t t 1 t • -- T1P. 7 T1P t1 3• 3" . .33-6- 6 k` 3"3- 6" 6" DRILL THROUGH FOR SEE DETAIL •H A 0.357" BOLT DEEP ENOUGH FOR A 2" cturl F DOOR 40 BOLTTHROWJZi2LL E DOOR W/SIDEL S .. . O 1NOTE: E Z ATTACHUSE ITEM THE7STRIKE AND DE/ADBOLTPLATES TOR THE jAMB OR ASTRAGAL ExcEPTIN THE MULLED" o APPLICATIONTHESIDELRE USE ITEM 143 A IS x gt3.6t143&St 3 ti t3 0 2- PFH WOOD SCREW oae 11 8 01 p O SURFACE BOLT ATTACH THE STRIKE sane N.T.S. STRIKE PLATE PLATE TO THE THRESHOLD 13 10W12110x21/2- PFH WOOD SCREWS cm ut RW gCALL SSTTLRIKE PLATE DETAIL -H- S-2164 i 10 do OPTIONAL SURFACE ASTRAGAL THROW BOLTS AS BOLTSTRIKEPLATEATTHETHRESHOLDsc[x y5 or E DETAIL DETAIL I K ui SEE DETAIL D, SEE NOTE 3 SHT. 5 1 I SEE DETAIL J" 6' 6 i f f 1 6-t 63~ 3• 3 3• --i 6" 6 3 3- 3 6" 6 SEE DETAIL SW(;I F DOOR W/SIDELITES SEE DETAIL "F" 6" 6 3" 6" 3• 3" 3" I I I I 13 i_I TYP. TYP. SEE DETAIL E. DETAIL 71 / E" TYP. j anm . N a wi N SEE DETAIL C. TYP in ai N L io 6" 3. 3" 3• 6' 6" 6" SEE DETAIL DOUBLE D ORR 0 0 ATTACH THE STRIKE p SURFACE BOLT PLATE TO THE THRESHOLD STRIKE jP/'LjATjE j j jT n\ yy 2 /101 y 2 1/2" uliJ` 11,1LC17111d Ld 111111 i:1 111 ofJWGO{ SCREWS L__+l nFTA1L "K" OPTIONAL SURFACE801757RIKEPLATE ' SRKERFACEIVLtVUFACTN k mlSTRIKE hili Elio LY N So o 00 in 00 p= 8goto CO LLI O 3< co° 3 vi N W00 _ CL r 20 in j3 In F. N 2 EV-j/(/ swl u+ c 7NSULTMAS. _ r, 513.684. 3531 m 11 8 01 uE N.T.S. ti. er: WLN OL et: RW W- 0-: 5-2154 r 5 OF 8_ ILL 0 7faa . i. n CMK CAP 1 oo w. O 7 RonOM RAIL IYOOD COMPOSITE CC HINCc n l 4 CORE MATERIAL: LVL OR LSLLLTETaRATECOREMATERIAL' PONDEROSA. RADNTA PUW. ELL/OTTII TAEDA OR SUGAR 5PME, DOUGLAS OR WHITE FTR. CED4R. WMISEORREDWOOD. DOLL THROUGH FOR THROUGH FOR 357' DIA. AMArAL A f8 PFH WOW RETAINER BOLTS SCREW 2 PLCS 1.50' rr TDP RM. O WOOD COIPOS7TE g -1.D7Y cID.^ITF BL4M' cfDE c11L 36 JD Ep pONDEROSA PINE 42 anc, TOP X BOTTOM RAIL FHRGER JOINTED PONDEROSA PINE RETAINER 24 wunleuRER n WR68T ecm • (ALUMINUM 052- WA! TYP.I 2.116' I-,.202' w n 28 I' C• •• rocN I tiF SAIC FRAME EXTRUDED SMC 92' 57D' ts6s o z woDD FRAME • NNri THRESHOLD E7CTEtRDER r c_nnl F THRESHOLD SUBSTRATE 1 EXTENDER: 6063-75 ALU1L .045' MDR. WALL TF- .OBOHOLD:' MM WALLPIIJE. CEDAR OR POPLAR 1.920' o 14 VINYL .060- MAX WALL, .035 MIN. WALL 1O •_ m 175' 1 gO IAN(X REACH O7 ..r. mcaTH w'a7HFRSTnP „crpnrar RETAINER BOLT Tr1ON 1: ,TH P • BY iHERMA W/V . cneu M I CORc FOAM CELL CORE W/VINYL JACKET MATERkL' C ROD ZINC wMun JACKET do YELLOW CHROMATE RID %DA B. ATTACH 10 SILL f10 x 1 i/t- . F.H. SHEET METALL SCSCREWS FRONDED WRH BOLT.NAMF O> F N O DO O_W L OM M Z O pr) U:5 -LO Owo O W T CL o=4 i S 513.654.3831 1 11/8 01 um NTS r~ UY. WLN 5-2164 Krr 7 of f m E CRIPTI N FTBERGIASS 1 MA wi I i =00 psi 2 3 p • K (UfM-TRU. LVL OR I SL A OAK 1.SD" x 4.1 4 RMA- 1. x 1.45 STEEL 5 6 X 1 PHIUPS PAN HEAD SCREW FOAM 6 POLYURETHANE FOAM &ISF. 1.91fu DENSRY FUAM7SHORTREACHCOMPRESSIONWEATHERSTRIPTHERMA-TRU FOAM 8 LONG REACH COMPRESSOOJ WFATHERSTPoP ERMA-TM STEEL 9 4 x 4 HINGE .097 THK. THERMA-TRU STEEL 10 10 x 3 4 I . PFH WOOD) SCREW H to t rr STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 8 x 2" LG. 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 17 MAX. 1 4" SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK ALUM. W000 19 ONE PIECE BUMP FACE THRESHOLD THERMA-TRi! WOOD 20 HEADER 4.656 x 1111 ERA1A-TRU PONDEROSA PINE 21 NOT USED W00ONDEROSA22HINGELAMB4.656 x 1211 -TRU PPINE 23 KSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WI1,111JAA4BER II WR68T .052 WALL GLASS 25GLAZING, 1 2 INSULATED TEMPERED GLASS 26 NOT USED STEEL . 27 8 x 1 LG. PANHEAD SHEET METAL SCREW F 6.200si SMC 28 fA01DED1 OPEN LATE l7CTRUR min 4.OMM the STEEL 29 S DIAM FOR REM 28 30 NOT USED VINYL 31 INSWING SIDELITE BOTTOM 13007 32 1 8 THK. CELLULAR GLAZING TAPE STIK-fl TAPE STEEL 33 1 X .04 DIA WIRE BRADS OOD 34 3 8 QUARTER ROUND MOLDING BlANK JAMB 4.656 x 1.211 T14FRMA-TRU. PONDEROSA PINE p 5 SIDEUTE SIDE STILE THERMA-TRU 1.531 x .656 PONDEROSA PINE Wy-TOEEL37 10 x 7 3 4 LG. PFH WOOD SCREW 38 NOT USED UM. 39 NOT USED SILICONE 40 SILICONE CAULK 41 42 NOT USED SILIFIIIE TOP d IoTTOM RAIL -TRU 1531 x .fi56 PONDEROSA PINE 1VOOD STEEL 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16" SEX BOLT STEEL 453" GLASS Y SITE 1/8" TEMPERED O f n TERM g GLASS 0 co 1/ 4" AIR 00) q40 o SPACE CC g 0 1/ 8" DECORATIVE p LLJ o GLASS0 qO 1/ 4" AIR 3 °p I1E61QB3/4" STEEL SPACE Z Y 6 INTERCEPT 1/8" TEMPERED 9 GLASS 0= F= z1" INSULATED TE PERED GLASS toas GAZING DETAIL SHOWN W Cl ASSIC CRAFT' SMC LITE FRAME REQUIRED FOR DOOR PANELS) 453" GLASS z BITE z f/7 o? a 2. my h W hm ryj ro1 3 S v FXTRIOR1/8" ANNEALED az SS GLAa 9 25" AIR o in z_ MO ra SPACE a cgi a m 1/8" ANNEALED 5 GLASS INTERIOR STEEL INTERCEPT 3 .25" 6 9 SPACER SEE NOTE 1 SHT. 4 5" INSULATED GLASS W/ PVC LITE FRAME G A7 NG DETAIL SIDELI' TES ONLY) 0. 5" GLASSSITE.0625" THICK DOW 795 w GLAZING COMPOUND o 1/ 8- TEMPERED GLASS iP24 1/2" AIR SPACE q G1/ 8" TEMPERED i3t.GLASS STEEL INTERCEPT SPACER yD1' 1/ 2" oLN/4"" FS-2164 MA INSULATED TEMPERED GLASS WING DETAILSHOWNWI FT" I A A4(SIDELITES j® LA+' . ONLY) 8 MASTERFILE # ' mrrr r I MERG[ASS 1FRMA F =6 i 2 391EAOCK GLXX 1.4r 4. i4 OR LA 3 OAS 1.46' x 1.4 s NOT USED 6 L RETHAN FOAM BASF. 1.91bs. DENSITY FOAM 7 SHORT REACH COMPRESSION WFATHEFiSIRIP -' "'-TRU FOAM 8 LONC REACH COMPRfSS(ON WEATH1HERMA-TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL STEEL 101010x34" I.G. PFH WOOD SCREW a to Fn me 11 10 x 1 LG. PFH WOOD SCREW STEEL 1 NOT USED S L 13Ma x 2 1 2" LG. PFH W000 SCREW 14 NOT USED 1s NOT USED 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD SW-TRU ALUM. OOD 20 HEADER 4-90 x 1.17 TRU PONDEROSA PINE WOOD 21 NOT USED 22 HIMGE aw8 4365' x 1.17, TRu PDNDBTosA PINE WooO 23 KWIKSET TITAN 700 SERIES DEADBOLT 4 ASTRAGAL WIN OJAMBERII WR68T .052 WALL ALUM.G6D65-76 25 CURING. 1 2 INSULATED TEMPERED GLASS RI26 NOT USED 27 8 x 1 LG. PANHFAD SHEET METAL SCREW STEEL SSTETRU 28 --mc UPLITEFRAMmC, vffmm 6 .200 MAUR OK 4 6nm to 26 STEEL 29 TAxI30NOT USED 31 NOT USED 32 18THK. CELLULAR GLAZING TAPE STIK-L TAPE 33 1 x 0.04 DAl WIRE BRADS STEEL WOOD 34 35 3 8 COVE MOLDING BUNK .IAW 4365 x 1.1 -IRU• PC4+IDEROSA PINE WOO 36 SMA SLIE SILT TRU. 134 x -sr RXI)EROSA PIE?STEEL WOOD 37 10 x 1 3 4 L1. PFH WOOD SCREW 38 LATCH i1H1 43 x 1.1 PJ>tmfROSA WOOD ALUM. 39 HIGHWATERDAMTHRESHOLDSILICONE40SIUCONECAULK41N07 USED W000 42 S{08RE 7w k BOIIOY 111L TRLL 1 x PtY0ON STEEL 43 ISx2LG. PFH WOOD SCREW STEEL 44 316SEXBOLT45w 454 8' SURFACE BOLT r T EFL T40 rLpion. Ur um rrw"c rw., -- ..- -. m"th yieldW F min. = 4,674 47 48 X 1-3/4- PPH SCREW FOR IJEM ZB k 46 STEEL 48 GLAZING. 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS GLASS 50 CC BO = RAIL (I.W' x A3" RERLt1-311 VO00 COI'OST 51 1 917CON ANOIOHNC ELCM 1.75 LK LG. STEEL 52 3 16 WCON ANOIO W ELM 25 MIM LG STEEL 592' F 8.0" ---{ 4Q V) allo i aV) oc1l, MZON co N tnO ASTRAGAL RETAINER BOLT N j ry = O o MATERIAL- C/ R ROD ZINC do YELLOW CHROMATE ` tu LONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET c m' a P, DRILL TRU FOR a n o a V H W p .J.r 2- A IS PFH WOO DRILL TRU FOR rn cm SCREW 2PLCS .357' DIA. ASTRAGAL RETAINER BOLTS I m WINDJAMBER 11 WR68T STRIKE PLATE O7 .35" COMPRESSION WEATHERSTRIP BY THERMA-TRU F"----F-," RETAINER BOLT FOAM CELL CORE W/VINYL JACKET N Q N / gT, pl! N M NUA1RNiNEO. o v OULD" MASTER Fr - LE 554.=124 cue 1116101 WINDJAMBER II WR68T SCAM N15 ASTRAGAL (ALUMINUM 052' WALL TYP.) u- x: WLN we er RW DRUMM Na: S- 2161 Tr 9 or 9 A rHERMA 0TRU® cf, S c CRAFT' OUISWINO"swaE AND DOUBLE W/8 WAOUT SIDEUTES• INSULATED RBERMASS DOORWTrH WOOD FRAMES. 1THISBUILDINGOUCTCODEIS 9L4 IGNEDEDITIONOMEET FOR MIAME DARSOUTHCFLORIDAOUP 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCTANCHORSSHALLBEASLISTEDANDSPACED AS SHOWN ONDETAILS. ANCHOR EMBEDMENT TO BASE MATERWL SHALL BEBEYONDWALLDRESSINGORSTUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. FOR 5 THISOWITHCTHEEMEOFEWATER THEHIGH DAM BUREMENTS MP THRESHOLD- SEETHEDESIGN PRESSURE CHART BELOW. 6. Ir "I- DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE 7. SIDELITES ARE AN OPTION AND CAN BE USED 1N A SINGLE OR DOUBLE CONFIGURATION. I fit t r n: pre sees oar one: h eraass (SMC) skin 0.105" min. thk., Sidefite Sheet: 0.07 min. thk. with yield strerigh 7(min.)-6,000 si Sere design: Polyurethane foom core, withl-9 lbs. density by SAS Panel Consfry ion: Thepanelskinisconstructedfromo0.095" fhk- sheet ma trig compou (SMC). The interiorcavity is filed with 1.9 lbs. density B45F ppeclyurrthone foom. The panelfacesheetsaregluedtothe, road st2l and rgils. the latch and hingeshoesareLVLorLSLTheI&rh stile which is 4.03sde 1.47inctgL is the latch reinforcement TFne ilp nd q of door iam s rifted. aluminumin the double door app( heastragalof6D60-T6 ofby. Frame Con ruction: The frame isconstructedfromFingerjointed phne mrrosu nde x 1.tY thick The header is joined to the side bs w fh (3 /8 x 2S" Phsps Head W Sa"s. The threshold joined to side jambe nth ( 16go. 1%aornh x 2 kxg•atapks of 8 each side. The mullions are securfagetfwrmasde6teapplicationusing / 2" tong PFH Wood Screws (6) screws Per cool_ q yffion- The units uses an putswuh71c gderitv Bump threshold measuring 1. 615x + sir secured m . SMC p fife - ok sueis27.5" ride x 50.19' high 1.75" Phillips Pon Head Screws. The frame air sealed with silicone Dow 795) to sddite panel and to the gkns. . lazing: SMC Lip Life with the yield strength Fy(m n.)=6 ZDO psi d iMCUP theyield sf) ith Fy(min.)= 4,674 psi - OA size a9-t15' wde x 65.85' curedw 16 Bx1.75'PhiT6psPonHeadScrew,Theframe am nabm cauNting (Dow 795) to sidelite pondandtotheglass. Integral Flush The siddite sash face panels ammoldedtoreceivetheinsulatedClass. The ttac attached to the sidebte facesheetswiths7canaglaringcompound (* 795). TABLE OF CONTENTS SHEET / DESCRIPTION 105. 5- MAX. OVERALL FRAME WIDTH 36.625' MAX. PANEL WIDTH W/ ASTRAGAL P F 24.5' p 2 24. 5" = Z MAX. X .') MAX.X = 0 D.L.O. o D.L.O. W x cD ( TYP.) / ¢ Of (TYP-) a i-.i S ! rn o O EL 0 .ro Joy i C o / x JC . to O 10INACTNE DOUBLE W/ SIDELfTEc rorrcWlNG UNR E SINGI F nlr SMNG UNfT OPTION Ii W/ SURFACE BOLTS 74.5" MAX. OVERALL FRAME WIDTH MODELS SEE DETAIL 'A" SHT.3 OVERALL MAX. OVERAWIDTH 36.625' MAX. VIEWEDWASTRAGALL 24. 5. -- PANEL Wf07-I FROM INTERIOR D.L. O. I I J W f = IF J ku a o Mu 24. 5' x MAX. x L' i D.L. O. J / o; ® n o o I 5o X X O in M IHACn AC SINGLE W/.510EL 0wt NR DOUBLE OUTSWING UNIT OPTION It W/ SURFACE BOLTS SEE DETAIL " A" S 7.3 DESIGN PRESSURE RATING OPTION I W/OUT SURFACE BOLTS +47. 0 PSF -47.0 PSF WITH SURACE BOLTS k +70.0 PSF - 70.0 PSF OPTION 11 WINDJAMBER 11 ASTRAGAL 15.5" MAX- O > FRAME WIDTH 1- ( Y N 1`3; 9375- MAX. WIDTH O CO 1 7-125" MAX- D.L-O- Q¢ Z LL 5 WIDTH LIP LITE W 7.0' MAX- D.L.O. LITEOOOWIDTHINTEGRALO TYP. FOR 3 < 00BOTHSIDELITES) W IL 15.5, MAX. FRAMEWIDTH 13. 9375" MAX- WIDTH 7.125" MAX, O-L-O. WIDTH LIP LITE 7.0" MAX. D. L.O. WIDTH INTEGRAL LITE TYP- FOR BOTH SIDELITES) WsuvrAxn- 04r 513. 654.3531 vim: N. T.S. - arc- WEN RW pa,WING rw- S- 2161 win 1 OF9 iU- i 3m 8 x a X 0. Yl n m SEE NOTE 6 0to5o. o 8 SHi. 4 19 7 -b .. 1 39 7 z 50 Z 3 S Q1 m is . N1niNj 51 a51 r 4 4,'/.. 1 RiS S DN 1 2 OUiSWING DOOR PANEL W/ HIGH DAM 2 OUfSM7NG DOOR PANEL WILOW PROFILE THRESHOLD SEE DESIGN PRESSURE TABLE) JI t TA ' i.J'-1 . v a phi, _ Z = e y 0 PANEL THK 29 SEE GLAZING DETAILS- iNTERIO 1 r 13 z a ." • W in 47 •' a a• • '° O 0p 16 O Q 00 d C TI 17 QZQ U g U-) 2 Z,pW^ 3 SEE NOTE QO 00SHT.4 M Z_ Q co y 34 ^ :2 o Q a0 T z 1.68' MIN. 00 Oin LU a r U PANEL THK. 00 0 00 42 S SEE GLAZING DETAILS x a o EXTERI INTERIOR 49 0 od0OOm Z yZ—j O O of 1 O O O 42 N o m 20 00O 34 33 9 HE4mWS 52 43SEE NOTE5SHi. 4 n 1 Concc ccCT1ON 2 OUTSWIN6 SIOELITE PANEL THE CROSS SECTION IS SHOWN W/THE CLASSIC CWr RUSH GLAZED- t 3/4' GLASS 813.684.383, e 11/5/01 uc NTS c.Or. WLN fff: RW zi No S-2161 2 (11 1 ASTRAGAL RETAINER BOLT 8.0- LG. TOP k BOTTOM (2) BOLTS Y AT TOP h (2) AT BOTTOM m m a 11 i INACTIVE SEE NOTE 2 SHT.4 iNTERIORZN N rJ W D vN i= 1 ( ASTRAGAL 1 CROSS cECf10NOZ3 O ASTRAGAL OPTION I) 2 HORIZONTAL 3 O MULLION 1. 15- MIN. EMS. r25' MAX. SHIM 15 MIN, C— SINK RI Y 43 m 49 oa6 pfn^ 36Jw 0< c SEE NOTE _ 34 9 SHT.4 y 16 17 3 INTERIOR 3, - HOR[ZONTAI CROSS SECTION 3 O SIOEUTE TO BUCK LENLX OPTION SoN nuRFACEBOLTS) Z NOTE W o7. 4 O > r\ CIO NO co ac:) a: z c° SwIn nso4Jo 2 Oo cc w CL U O Lu F in O p N UC N/7 N 813. 554.3631 e 11/5/01 ac NTS WLN sL BY: RW UWn¢ aoz S- 2161 m 3 o1- S SHIM SPACE 35 I w• v 6 7 B LRIPRLNT i 1 15' MIN. 1 HORI NT CROSS SECTION C-SINK 4 L4TCH JAMB TO BUCK, v... 1.15' MIN. NOTES: EMBED. 1:. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVETHEINSULATEDGLASS. THE GLASS IS ATTACHED TO THESIDELITEFACESHEETSWITHSILICONEGLAZINGCOMPOUND DOW 795). 2. SPACING FOR #8 x 1" PANHEAD SCREWATTACHINGTHEASTRAGALTOTHEINACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 ", 3", 5, 18.25", 3. 40.5'. 59.25, 74.25, 76.25" do 78.25". 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 SIDE5. THE SIDEIJTE IS DIRECT SET INTO THE JAMB WITH (12) SEE NOTE 1 18 x 2" PFH. WOOD SCREW. THERE ARE (6) AT SHT.4 . EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0". 19.75'. 33.5'. 47.25, 61.0 do 74.7. THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL 4" IN FROM THE OUTSIDE CORNERS, 6. SPACING FOR A 18 x 2' SCREW SECURINGTHEMULLIONSTOGETHERISTHESAMEAS THE PERIMETER v _ ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP N J ^ FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7- O.C. S Q t 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK cU o w wUSEA18x2' SCREW. WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHESIDELITE AT THE V, MULLION USE A 110 x 1 3/4' SCREW. B. THE HIGH DAM THRESHOLD IS ONLY USED IN ANAPPLICATIONWHEREAHIGHERWATERPRESSURE MUST BE 9. ACHIEVED. SEE DESIGN PRESSURE CHART. 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. 25' MAX. SHIM SPACE 10 Z e Q a 2 1 ONT R GILT ON • 15" MIN. 4 HINGE JAMB TO BUCK, C-SINK 1.15" MIN: r1 EMBED. ZY SEE NOTE 3 5i F- SHT.S 1PLu a RIM, iroll iilllllll SEE NOTE 7 SHT. 4 OvO° °O 0 0 8O O o 0OO N I 3 HORIZONTAL RO S SECTION Z Y 36 43 4 ® STRIKE JAMB TO SIDELITE SEE NOTE 6 J 34 SHT. 4Lu 33 35 j 0 SEE NOTE 1 o e ti c - cYi 9 THIS SHT - UMANuFp o rc 1`,: ''•'•^-%!• '- ._.. ._ .RYA • # OLu O 00 CL O L j oWoLaLo co T CL MSULTANTS. MG 813.654,3531 m 11/5/01 M NTS c. er: WLN K err. RW wwwc No: 5-2161 m 4 or 9 SEE DETAIL "F" SHEET 5 I 6- 3- 6" 6. 3 3- 3- 3--- I13f16tTYP. SEE NOTE 3 SHT. 4 SEE NOTESEE DETAIL 6 SHT. 4"ESHT. 5 TYPSEEDETAILSHT 13 G" SHT. 5 TYP. SEE DETAIL H- SHT. 5 51 I I TYP. 1 Ii- 3" 3 6 " 6" --1 3" 6" 13 SEE NOTE TY 4 SHT. 4 51 - 52 TYP. I 1 6" 3- 3" 6 6" In vi SEE DETAIL G- SHT. 5 o_ > rl IY N O 00ODOV) O 6" 6 "{ SEE NOTE 3 SHT- 4 O unOwo 1 I- 3 Q 00 n uj 0- TYP. n d Z VI y= Co w 0. SEE DETAIL E" SHT. 5 N N tZCaD 13— TYPO v TYP. 18 olg5 a a vin-a i G. 6" i 1 T SEE N07E m 4 SHT. 4 SEE DETAIL H- SHT. 5 SINGLE DOOR r DOURI F DOOR WISIQFD'FC 1 o DRILL THRU FOR A 0.357" BOLT DEEP NOTE: O 1 ENOUGH FOR A 2" o USE ITEM 113 A 18 x 2 1/2- PFH WOOD SCREW T z BOLT THROW NOTNOTEATTACH THE STRIKE AND DEADBOLT PLATES TO THE INTHEMULLEDeumm N SEENOTE1 SEE THIS JAMB X P ORASTRAGALWITHTHESIDELITEUSE ITEM J43 A bq8 CONsULTAKM 1 7401343SURFACE BOLT STRIKE PLATE APPLICATION 2" PFH WOOD SCREW. 43 37 H." am 11/5/01 11pfT" AILORETAINERBOLTHOLES sine N.T.S. 10 O SURFACE BOLT STRIKE PLATE OPTIONAL SURFACE BOLTSTRIKEPLATEA lbNTF i$i ea j e MG. or. WLN RW O 10 ASTRAGAL 5TKEPLATE E BOPP13 43 SEE NOTE G" j p MAACj t8. 1YJ1E 5- 2161 SMMT 5 OF S DETAIL " E" STTRIKE PLATE THIS SHT. DETAIL V SEE DETAIL "r SHEET 5 6" 3. 3. C1 6" 3- 6• 3" 36 63. 3 . 1 6 3"- It3_ TYP SEE NOTE 3 SHT. 4' SEE NOTE SEE NOTE TYR SEE DETAIL n3 SHT. 4 6 SHT. 4 F" SHT. 5 rnin 13 nyILaTYP.SEE DETAILG- SHT. 5SEE DETAIL SEE DETAIL"E" S_ EE DETAIL Typ. TYP. SHT. 5 E" SHT. 5 H" SHT. 5 13 TYP. tn J a mi N — e SEE DETAIL "K" -K" TyP. _ `M" J• SEE NOTE .G. SHT. 5 .M. 51 51 _ 4 SHT. 4 t 1 51 TYR t — "M" T t. TYR t t I TYR t 52 T TYP. 3" --i _ 6" --i F-- 63 -- 1 F-- 6" 6 6" 66" 3 4ESHT 4 j3• 3" 3. 1 6• SEE DETAIL W SHT. 5 SING F DOOR W/SIDEL(TES f)O(JRI F DOOR owl NTERAL F LGtt mA Bo 0o.LYo a! k 7WT T A C ^w ITTIET . 1 V tllly u.+u1. CJ..i2L `'i' I'Si i t j i`'.. _ _.+ is .._ ._ . ... ...... 'i : _.. ._.. _.. .... _..-_.-. Lu coco fLZO„^.1Uuj to Z OO W 0 co W a 813.684.3831 war: 11 /6 01 sr N.T.S. E WLN RW 166ov9 0 Q 00 Q 00 NOTE ITE .0625E THICK DOW 795 a _ 1 0.5" CLASS Y SEE GLAZING COMPOUND CL Z O BETE i = THSEENOTEt1/8" TEMPERED LLJTHISSHT. g1/8" TEMPERED GLASS O: GLASS ° 3e°m 3/4" AIR SPACE° • 1/4" AIR SPACE ?° • ° . ow co ae "e ° 1/8" TEMPERED1/8" TEMPEREDGixcLAss ASS j8 x 1 3x13/4" PPH N 'einen TEMPERED G1A4iRg ^nFTAIL SHSHOWN WL1/4" STEEL INTERCEPT SPACER 3/4" STEEL INTERCEPCER 00625" THICK DOW 795 •^l ASSIC CRAFT" SMC LRE FRAM c GLAZING COMPOUND (REQUIRED FOR DOOR PANEL) >0 a 1 /3^ INSULATED TEMPERED GLA5_ ", W CltzeccrraaFYTCMIREFRAME o o SIDELRES ONLY) v o ZiV 0625" THICK DOW 795 N o co tO, ASS SITE GLAZING COMPOUND 'olgv ¢r K VZ Y 1/8" TEMPERED a ' a 0.5E GLASS z_ r GLASS m SITE N 1/8" TEMPERED SETH S SENOTE1 GLASS OO O1/2"AIR SPACE o O O 1 /8" TEMPERED e° 3/4" AIR SPACE i GLASS a ee SEE NOTE 3 w1/8" TEMPERED THIS SHT. g GLASS v /4"" INSULAT D TDTMFPELPS 8 x 1 3/4" PPH wpE7A11SHOWNW 3/4" STEEL INTERCEPT SPACER 1/2" STEEL INTERCEPT SPACER'CLASSIC CoAF7• INTEGRAL GLeZING p 0625E THICK DOW 795 (SIDELrrES ONLY) GLAZING COMPOUND Oz 1" INcni nTFn TEMPERED GLASSDETA!L SHOWN__W7 YY K! Iw1 RAFT" M FRAM cor+suuvrrs. W 1 L L 813.684.3831Cl ASS1. THE 27.5E x 50.19E DOOR LITE IS SECURED WITH (16) IS X 1.75`PHILLIPS PAN HEAD SCREWS g am 11/5/01 TOP AND BOTTOM RAIL AT 3A3 13.75E AND 24.5E FROM THE LEFT SIDE- MNtRALSPACEDASFOLLOWS. o sic NTS THE SIDE STILE ANCHORS WERE LOCATED AT 3.0 1.25". 23.625E 33.875E AND 44.125E e FROM THE BOTTOM OF THE LITE FRAME- T4 7g w c. er WLN 2. SMC AND TCM LIP UTE ARE SECURED WITH (16) IS x 1.75E PHILLIPS PAN HEAD SCREWS U o+K er: RW SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 2.125 FROM EACH END, SIDE STILES 1 3 , ^ Cl onnew No_ FROM THE TOP DOWN TOP DOWN AT 5.5 16.5", 27.5E 38.375". 49.375E AND 60.375". t/! 5-2161 3, THE SIDELffE SASH FACE PANELS ARE MOLDED TO RECENE THE INSULATED GLASS. srt r 7 a ! ram. , ;< : 4.03' n OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1---1.077' { 1.54' 42 SIf1F1 f1F TOP do BOTTOMT7 RAILL FINGER JOINTED PONDEROSA PINE 1 47 —^i n m CC BOTTOM RAIL OWOODCOMPOSITE F-1.077" --{ 4-- —1.54' --4 SIDE ITF BLANK SIDE STII 36 FINGER JOINTED PONDEROSA PINE r--1.47 Cr. TOP RAIL OWOODCOMPOSITE g 0 0 N O O. LIIII 097 -- i - O 4 x 4 STEEL DOOR HINGE 9fi m rb. co b C1i 1! 39' RED OAK CAP FT R O CC H1.46' INGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATECOREMATERIAL: PONDEROSA, RADLATA, pULAI, ELLJOTTII, TAEDA OR SUGAR PINEDOUGLASORWHITEFIR, CEDAR, INCENSE CEDAR OR REDWOOD. Iv DIM. VARIES Lo W/GLASS THK. cV ' K40 r 1.79- PT 1HRFAUPi 1H—RFADSCREW. MAK)R DW 4.0- 2ar La amE Z8 1. 375' fa-lo r 1 1/2' PPH PtASCREW 1 DIM. VARIES N W/GLASS THK. ^_ 4. o r TC 7D2 35 38 ui WOOD FRAME 4. 615' F-- 2.20,3' ut 1 m C) n79 rnrtCWINa BUMP FACE 1! O -MJBL%O= 050' WALL TYP. A, STEII N HIGH DAM THRESHOLD 39 b- - j F N 0 co O_ dp= n a: zou1W 0 Q3Q 00 W a 0 CL U46 V W/ BIALDINC NSULTAMS. )NC813.684. 3831 sruc 14TS arc er WLN puL er: RW pRA l 110,1 S-2161 sMFR 8 ov 9 N592- 0 N o r, 8.0" 1 ONow 1 O' p = n 7" QM Z¢ 0 ") T VJLt JIn ASTRAGAL RETAINER BOLT NNMATERIAL- C/R ROD ZINCYELLOWCHROMATE Wa. 10 REACH COMPRESSION WEATHERSTR FOAM CELL CORE W/VINYL JACKET m WE h Slat 1. 156"Vi m m o tVUpWVo I P NDRILL TRU FORA 8PF! I W0O DRILL TRU FORNSCREW 2PLCS .357" DIA. ASTRAGAL RETAINER BOLTS I 'm WINDJAMBER 11 WR68T STRIKE pLA7E O 35" t' COMPRESSION WEATHERSTRIP_ BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET RETAINER BOLTT RMALB.O.JLIO w jro CENTRAL FLCN N MANUFp+ q TuRER pTj A Ty{7 t, ' 2 v KXLDU 1, 767" ' 1 MASTER ER FILE# sea 3e3, 24 wus NTS WINDJAMBER II WR68T am. up. WLN ASTRAGAL (ALUMINUM 052" WALL 71P Rw rnr.nw NO., 5-2161 s m 9 of o_ _ CE N O c0 O c 0.5' CLASS 0.5" GLASS SITE D625" THICK DOW 795 0 = SITE Y SEE NOTE 1 GLAZING COMPOUND Q Za O M SEE NOTE 1 Z THIS SHT. U -7 uj1/8` TEMPERED m o W--. THIS SHT, N 1/8` TEMPERED GLASS qq O O GLASS L_ . F- 3 Q co e ° r` o , 0 3/4' AIR SPACE Q co14` AIR SPACE o o / _ = c0 Ct 1- 1/8" TEMPERED — 1/8" TEMPERED GLASS Z Y GLASS i8 z 1 3/4` PPH J8 x 1 3/4" PPH N 3/4- STEEL INTERCEPT SPACER _ INSULATED T MP RED c 1/4" STEEL INTERCEPT SPACER ^ yETA1l SHOWN W Z 0625" THICK DOW 795 C ASSIC CRAFT' SMC IITF FRAME 1/2' INSULATED TEMPERED GLASS GLAZING COMPOUND (REQUIRED FOR DOOR PANEL) o a C31 A?INC DETQL riI S ASsiC CRAFT-- TCM LITE FRAME m m o SIDELITES ONLY) 0625' THICK DOW 795 o u OSEENOTE3 SITE GLAZING COMPOUND alga K V 0.5' GLASS z GLASS TEMPERED a a m SEE NOTE 18RE 1 g /8•STEMPERED THIS SHT. OO1./2" AIR SPACE O3/4" AIR SPACE 1/8- TEMPERED GLASS 1/8- TEMPERED . V) x 1 3/4" PPH GLASS TEMP RED G3/4"" INATEDnRAil SHOWN W13/4" STEEL INTERCEPT SPACER 1/2STEEL INTERCEPERCLASSIC- CRAFT' INTEGRAL GLAZING Qo D625' THICK DOW 795 (SIDEUTES ONLY) GLAZING COMPOUND C 21` INSULATED TEMPER o GLASS C' I A?ING DETAI SHOWN w/ - "' euunu CIASSIcwItrsu rurrs. SL . y Q e 0 813.684.3831 I. THE 27.5' x 50.19" DOOR LTE IS SECURED WITH (16) 18 X 1.75' PHILLIPS PAN HEAD SCREWS 11 j 14J aTe 11/ 5/01 j SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 3.0', 13.75' AND 24.5" FROM THE LEFT SIDE.ENtRAL L o THE SIDESTILEANCHORSWERELOCATEDAT3.0', 13.25 23.625" 33.875' AND 44.125' @ • FROM THE BOTTOM OF THE LITE FRAME. 4 B. • ' WLN 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75" PHILLIPS PAN HEAD SCREWS '1 1 v aw f; RW SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125' FROM EACH END. SIDE STILES.. 1 a. FROM THE TOP DOWN TOP DOWN AT 5.5-, 16.5", 27.5' 38.375", 49.375" AND 60.375". / j 1 S-2161 3. THE SIDELRE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. r^ T 7 of_ 0 4.03 jjd—L—LLLj I OOr LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP r f-- 1.077- T 4-- 1.54- SIDEI ITF TOP h ROTTOMM RAIL FINGER JOINTED PONDEROSA PINE hcoco OTTOM RAIL OWOODCOMPOSITE f y 1E-- SIDELRE BLANK SIDE Si1L 36 FINGER JOINTED PONDEROSA PINE 1.47' af\ CC TOP RAIL OWOODCOMPOSITE 39' RED OAK CAP 1 o 1.46• '1 CC HINGE SIDE STILE - CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL PONDEROSA. RADIATA. PULAI, EWOTTII, TAEDA OR SUGARPINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. K40 + 1.79' PT THREAD J SCREW. NAIOR D4l 4.0— rr>• ca u7 28 1.375- --- /8-10 ' 1 1/2' PPH PL45CREW T DIM. VARIES N W/GLASS THK. ^. O 1 NlI O O O O1'RM 1_ 6 TEM Lfft FRW 097' O 4 x 4 STFFL DOOR HINGE TO1Q ANA 9jJ o a.sss' 1\ N L CO oCO CLZo^ Lo 8gwLo 0 a o CO 0 23538 WOOD FRAME QCO w00 a co uii, 4. 615- i o Lu U s THRESHOLD a a TMINUM/WOOD050' WALL TYP. i HIGH DAM THRESHOLD 39 813.684. 3831 SC.uL• NIS 1 F vKc. er: WLN IIK. HY: RW NAMEr- — S_ 2161 RIPTI ri I FIBERGLASS 1 I iMAh - 4 CC SME -110 O4 LSL At OAK IAA x 1.4 5 6 NOT USED POLYURETHAN FOAM BASF, 1.91bs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THLItMA-TRU FOAM 8 LONG REACH COMPRESSION WEATHE72S1R1P THERMA-TRU FOAM g 4 x 4 HINGE .097 THK. ERMA-TRU STEEL STEEL 10 10 x 3 4" LG. PFH WOW SCREW Mn a to Frame 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 13 NOT US D 8 x 2 1 2" LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED WOOD 16 2x INNER W000 TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK19ONEPIECEBUMPFACETHRESHOLDTHERdA-TRU ALUM WOOD 20 HEADER 4.565 r 1.17 ERA41-TRU PONDEROSA PINE WOOD 21 22 NOT USED HMGE JAMB 4.565, x 1.17' -TRU PONDERosA PINE WO 23 KSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER II WR6BT .052 wALL ALUM.G60565-T6 25 GLAZING, 1 2 INSULATED TEMPERED GIASS 26 27 NOT USED 8 x 1 LG. PANHEAD SHEEP METAL SCREW STEEL 26 PL C UTE FRAM SMC, THERMA-TRU . SMC with Id strc h F mn. - 6.2000 285CREW, MAJOR L1K 41MM R)R lltAf STEEL29K40x1. 30 NOT USED 31 32 NOT USED 1 8 K. CELLULAR GLAZING TAPE STIK-11 TAPE 33 1 x 0.04 Dk WIRE 8RAD5 STEEL WOOD 34 35 3 8 COVE MOLDING BLANK JAMB 4.5(i5 x 1.17 -mu PONDEROSA PIN. W00D 36 ISIDELTIE SIDE STNE 1HERMA-TRU 154 x .67 PONDEROSA PINE WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 U1CH 4416 4.565 r 1.1 _1 PCtIDEROSA WOOD ALUM. 39 n HIGH WATER DAM THRESHOLD I cu rrnMF r-AlR K - SILICONE ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC '? YELLOW CHROMATE 3" DRILL TRU FOR A #8 PFH WOOD SCREW 2PLCS DRILL TRU FOR 357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR66T STRIKE PLATE 1 " RETAINER BOLT ao = N -- O 0pN O••-•1 I-- .179" LONG REACH COMPRESSION WEATHERSTRIPFOAMCELLCOREW/VINYL JACKET 1.158" N rn O COMPRESSION WEATH R STRIP BY THERMA-TRUFOAMCELLCOREW/VINYL JACKET m' C14 NL4NUACITUR NAME: I MASTER WINDJAMBER II WR68T 24 ASTRAGAL (ALUMINUM .052" WALL TYPE o > r` IY (V So of O cnO OD 0o 1 OzOr^juoLLJ 0 :2 03Q00 W c NTS er WLN er: RW S-2161 r 9 a '