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HomeMy WebLinkAbout241 Venetian Bay Cir 04-2738 New SFHPERMIT ADD CONTRACTOR ADDRESS Morrison Homes 151 Southhall Ln 4200 Maitland, FL 32751 407-257-6940 PHONE NUMBEF CRC 041929 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE Cir o SUBDIVISION PERMIT # Q y - c % DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE a,32 ' A City of Sanforar Certificate of Occupancy This is to certify that the building located at 241 Venetian Bay Cir.for which permit number 04-2738 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Oden 12/22/04 Engineering: D. Richards 12/22/04 Public Works: J. Crumpton Utilities: R. Blake Fire Department: Zoning: Morrison Homes Property Owner 12/22/04 12/22/04 R Q)a 12/27/04 Building Official Date CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION New Single Family**** 0 DATE: 12/21/04 PERMIT #: 04-2738 ADDRESS: 241 Venetian Bay Cir CONTRACTOR: Morrison Homes PHONE #: Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineeri Z 2 uV Fire Public Works Utilities Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL, INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PRONE #: New Single Family**** 12/21/04 04-2738 241 Venetian Day 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. Engineering Fire blic Works Zoning jam " ©(/ Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) IRA 1 I 9 1 1 i CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTICEN n Uj I I I kA , I I I New Single Family LU , I I I DATE: 12/21/04 1 ' I H I PERMIT #: 04-2738 a T T NI 4A I t t92 v ADDRESS: p i FJ E:i G I241VenetianBayCir CL CONTRACTOR: Morrison Homes 0 s PHONE #: Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire Public Works Zoning Utilit' s Licensing Z Z C 9, CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 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 240765 23.19.30.502-0000-0870 241 VENETIAN BAY CIR 12/22%04 15:28:07 Free -form information LOT 87 *********** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2738 PD 8-10-04 SEE REC#7070 3/4"WA METER SET FEE $190.00 PD 8-10-04 REC#7070 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel 11 H...Ff, y, lo: k.1 'Y 1 1 T kA i i::. iv! T 'T 1.. 11 1 -it f... ....... ... . . . .... ... ... ... i. I:;' ?, I'C.. .I. i.., ..,: i..1 I.1 C'" :, 'i I IC7 'I''::i.i., .!. i.., ..i. .!. i..lhl/L`! '. I:i 1.. 1 1 ft "OP 45;lz) C: 'Y 1::, f'•, Ft V;, Ot 'I 'I T F;., T 1T T f-II,-I i "I ft., -i 'I I- C.", Fl! 1* ;--1 T' :,.I (-,-, 1el F, c I!: b. TL. I::. 1 1::, 1%! . r. d FA H Al T !--I T T.", V, 1:;, If I ly! I I T .1 I T 'f*1..l I -J'0 1:; .1V, A 1 1::, 1 1 f I-J f* I !::., F, T,., I 1::* AT-*: 1-1 F, T."', 1T 1%1 F I 'T I F, 1:" 'T A f 1:;. f I F I f 'T 1::, FI f 1; f I I i A I,I—, I ! , . .. 1{"I:f:'. I::- f, I:, I:; C:* T I::* I I 1ei I IC', T M 1::* I,! f "I. I 'f) ru, Iv! I.. I y CO..] f V: t i T T"Z*. f) T I,! f :i T) F 1, f 111*11: 1-d f i.:, 1-d I I V:, Y% I::- 1::. 1, 1 V., C* 1. C*1 I i I j::, V" 1:: 1,4 ly! 'j, f I I. T F, Vil I::, J%j T C: it I 1-d T f 1 1. 1 1: 7 C: 1, ' J. p 2014 0 Permit #.:_ Job Address: 0 (/- a-232 Description of Work: Historic District: _ Zoning: CITY OF SANFORD PERMIT APPLICATION Value of Work: C40 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 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 4 Commercial Industrial Total Square Footage:3! • Construction Type: GM LL # of Stories: . # of Dwelling Units: Flood Zone: X (FEMA form required for other than X) Parcel#: ZJ—, I O— 502— 0000`0 ' J0_ ( Attach Proof of Ownership & Legal Description) Owners Name & Address: I^N/fCFl(//V S/ 5OUNA1466 44AN , M _M_AlTz400 Contractor Name & Address: , Wek- MW /V am( YreJsalvae Phone & Fax: 0 00 Bonding Company: /VA Phone: 4o7 60,W 7/ 7cC 6 Phone& 07 r, 02 / 740 Address: NA . Mortgage Lender: f S Address: et 0% Architect/ Engineer: G % NG Phopy Address: a W n?d Dr^/1 /7I i : Fax:,-' _ Application is hereby made to obtain a permit to do the wor.-installa io S. t d t yd1 erh'l?ihat no work or iristallation has commenced prior to the issuance of a permit and that all work will be- performed td_tji!et.tandard o all laws regulating construction in this jurisdiction. I understand that a separate k' permit must besecured for ELECTRICAL WORK, PLUMB 3 zStGNS; WELLS, POOLS, FURNACES, BOILERS; HEATERS, TANKS, an AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIQI OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ermit is verification that 1 will notify the owner of the property of the requirem of Florida Lien Law; FS 713. N S. Cl 0 Signature of Owner/Agent ate Signature of Contractor/Agent a •• m = g t; L- Print Contrac e G w e w Print Own A s e o¢ Signature of otary- State of Florida Date Signature of Notary -State of Florida IDA, m U W• r Owner/ Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or n 41 ,"e — Produced ID MA_ Produced ID PA r APPXATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) ( Initial &Date) (Initial Date) Special Conditions: C hh cla C nc C . rr. cony! P Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pis/web/re_web.sen mole —county title?PARCE PARCEL DETAIL d Back (y ) v tIFA Ir Seminole ( aunty i1h pxrRv xpraircr rvirrr 1101 9. NirsI St, arirtird 1,1, 32771 407-6 65-7 546 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 23-19-30-502-0000-0870 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: MORRISON HOMES INC Exemptions: Depreciated EXFT Value: $0 Address: 151 S HALL LN STE 200 Land Value (Market): $26,1000 City,State,ZipCode: MAITLAND FL 32751 Land Value Ag: $0 Property Address: 241 VENETIAN BAY CIR SANFORD 32771 Just/Market Value: $26,000 Subdivision Name: VENETIAN BAY Assessed Value (SOH): $26,000 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $26,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: Deed Date Book Page Amount Vac/Imp 2003 Taxable Value: WARRANTY DEED 11/2003 06091 0407 $3,476,000 Vacant 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 87 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 urposes. if you recently purchased a homesteaded property your next year's property tax will be based on JusbMarket value. of 1. LIMITED POWER OF ATTORNEY DATE: f I HEREBY NAME AND APPOINT: DAPHNE CL USTAV BOTES EACH AN AGENT OF: M_ORRISON L 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 A LOT NUMBER : SUBDIVISION: ADDRESS: P r7 24, c(de AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MAREK BAKUN NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrum nit s ac owledged before me this: DATE: BY: MAREZ13AWN Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. ve, t /1 _,11 .:(/.c.I v 0- OF • ssss „,uy ssufNusn.s.nu...w76gis...seessghLAUl2AK. HOBSON ii tjA ° `6 i,ommission # OD0143651 ; NOTARY SEAL. : _, E,,re a2onoos a ,* Bond through 800 432.4254) Florida Notary Assn., Inc. e... ............ ................... J Herx 4 as-Nocia leB -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 $f MMLINEBEARING L I N 89°59'43"E 50.00' L 2 S 89°59'43-W 50.00' LOT 73 LOT 72 LOT 71 LI LOT 87 8" GRADING 5.500 SO. FT. N 0 40. 0' 0 0 1846) O LANTANA ELEV. 'A.B 6 C- SINGLE FAMILY RESIDENCE FIN. FL. a LOT 86 ELEV:15 1 o LUi LOT 88 I\ a I w w h W OO 60.0'D 40.0'W OO 0 6.7 o O. 12.0'Q O 21.3' z o N V1 Ln V1 235.00' L2 CII EL —' % N 89°5943"E V574.00 REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT "F " PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRIPTION Lot 87. " V E N E T I A N B A Y according to the plot thereof as recorded in Plot Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X ,, according to the Flood Insurance Rote Map Community Panel Number 120289 0035E.Dated 04/17/95. City of Sanford. Community Number 120294) Flood Zone determination was performed by grophtc plottingq from Flood Insurance Rate Maps PProvided by FEMA. No field surveying was performed by this Firm to rmudetene tFvs Zone. The exact zone location can orJy be determined by on elevation study. We assume no responstbity for octud flooding cordtions concerning this parcel. General Notes: 1. This is a BOUNDARY Survey performed in the field on Fp O POSED . Legend 0 0 to N / P.C.P. SETBACKS: Max Coverage - 64 Front 25' Rear 20' F0TE DATA Side 5 ' Corner 15' PERVIOUS SO.. FT. . 5 I Minimum Lot Width 50' T S, FT. IMPERVIOUS AREA -2825SO. FT. Note: Becrings shown hereon are referenced to the C/L of VENETIAN BAY CIRCLE as being S 89°5943"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i I I e r Engineering. hc. Job Number 2001. 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark subsurface aerial encroachments, if any, were located. assumed datum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved C- A Centerline Central or (Delta) Angle Construction plans provided by the Client unless otherwise noted, and are shown CALC Calculated only to depict the proposed or actual difference in elevation relative to the assumed CB Chord Bearing temporary Benchmark shown hereon. CD Chord 5. The parcel shown hereon is subject to all easements, reservations, reslric;tions, and C.M. Cr•,:cre! .'.fc::. r; r .' 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 of ice. FINAL EL. Elevation (Measured) 6. The legal description shown hereon is as furnished b client. 9 P Y FD. Fin.Fl. Elev. Found Finished Floor Elevation 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe B. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod Denotes W' iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. LB Licensed Business O Denotes P.C.P. (Permanent control point) LS. Land Surveyor Measured Denotes Permanent Reference Monument IDND(N&D) Nail and Disk 2004 Herx & Associates Inc. All rights reserved N.R. Not Radial Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and This survey meets the requireme fsAG17-6FI Minimum Technical Slaadards as contained in Coa er da Administrative C91le. 11 ' William A. Herx, P.L.S. Florida Registered d Surveyor No. 3182 Darae L. Przemieniecki, P.S.M. Registered u eyorand Mapper No. 6030 William R. Herx, P.S.M. Registered Survey nd Mapper No. 6092 Herx & Associates Inc., State of Florida LB 4937 Sketch of Legal Description This is not a Survey as Onset 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 urBeginning 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 TBM Temporary Benchmark TYP. Typical Fence symbol (see drawing) X—X- Fence symbol (see drawing) Drawn by: AH Checked by: DP Prepared For: MORRIS0 Job Number: 02-017-02 Scale : 1-- 30' Plot pion performed: 05-26-04 Foundation Survey: Final Survey: Revisions . 1 luti! lu [id 1101 If UW 0 :ilu ii G ] 1yi >ei €r 1114 0 Uill W tui key W 116W Permit Number: Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. MARYANNE MORE, CLERK OF CIRCUIT COURT SEMIN01.E COUNTY BK 05345 FIG 1487 CLERK'S # 2004092423 RECORDED 06/1412M PM RECORDING FEES 10.N RErr1RD D LAY L wbodley Cl~:9iMILD C01 WIA-RYANNTE MOP,.SB,. CLERK OF CIRCUIT C..OLWTI d a L' :r t9 ' County of Seminole. IW ; 4 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 of Commencement. 1. 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. 6-0StreetAddressON / llean;o u C/6anford, FL 2. General description of improvements: New single family residence 3. Owner information : Name )LMorrison Homes Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Marek Bakun Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282: 6. Surety : N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may beservedasprovidesby713.13(1)(a)7., Florida Statutes: N.A. - 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement : One year from the date o I,' ording. Date Signed: Signature of Owner's Agent, Marek Bakun Sworn to and subscribed before me this by Marek Bakun, who is personally known to me. D. A. CLERK MY COMMISSION i DD 214811 EXPIRES: June 27, 2007 Signature of Notary Notary Seal: ' OFFOW O ennd a'71, c u!^e' khtary Services r- . Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) December 20, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 87 Venetian Bay, 241 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 241 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 87 "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates Inc. Darae L. Przernieniecki , P.S. Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 2005 ELEVATION CERTIFICATE Read the instructions on paces 1 -7. SECTION A- PROPERTY OWNER INFORMATION f ForinsuranoeCompanyUse:' BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number. 241 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 87, " VENETIAN BAY" PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined E Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO Complete Items C3.-a 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 endosure) 15. 3 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 o d) Attached garage (top of slab) 15. 0 ft.(m) allEC o e) Lowest elevation of machinery and/or equipment a servidng the building (Describe in a Comments area) 16. 5 ft.(m) AC Service B 2 o f) Lowest adjacent (finished) grade (LAG) 16. 4 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 16. 6 ft m) a) 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) I. Professional Surveyor and Mapper No, 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 DATE 19C—q-, 0,4 12-20-04 TELEPHONE 407-788-8808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 241 VENETIAN BAY CIRCLE 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 be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herx * alssociates 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 I L I NE BEAR I NG Map U 1 STA1 Y - L I N 89°59'43"E 50.00' L 2 S 89°59'43-W 50.00' LOT 73 LOT 72 LOT 71 L I LOT 87 O. woo FENCE B GRADING — 5.500 SO. FT. O ao.o' O O O O f 18461 LANTANA — ELEV, -A,8 6 C- — w_ SINGLE FAMILY RESIDENCE FIN. FL. o LOT 86 3 ELEV:15 3 o LJZ LOT 88 e w t\ N, w o -W O 6.7' O12.0'v - OO Z V) Vl U1 N Vl ul 235. 00 SET <'SET NdD NdD 0.4' 0.3' 0 Ln _ C/ 114 N r c.P. N 89° 59 •43 -E Ar _574. 60 — P.C.P. — REFERENCED BEARING C/L VENETIAN BAY CIRCLE 50R/W) TRACT "F" PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRIPTION: Lot 87. " V E N E T I A N B A Y according to the plot thereof as recorded in Plat Book 63, at pages 84 - 88 of the Public Records of Seminole County. Florida. SETBACKS: Front 25' Reor 20' FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X : Side 5 ' Corner IS' according to the Flood Insurance Rate Map Community Panel Number Minimum Lot Width 50' 120289 0035E.Dated 04117195. City of Sanford. Community Number 120294) Note: Bearinggs shown hereon are referenced to the CIL Flood determination of VENETIAN BAY CIRCLE as being S 89059'43"W ZonewasperformedbygraphicplottingfromFloodhsuronceRate Maps by FEMA. No field by this Firm to Vertical datum is based NGVD Engineering pprovidedsurveyingwasperfrmeddetermine this Zone. The exact zone location can only be determined by an elevation on per _ by Neol H i 1 I Engineering. Inc. constructionplanser - study. We assume no responsibity for actual flooding conditions concerning this parcel Job Number 2001. General Notes: 1. This is a BOUNDARY Survey performed in the field on AUG 2 5 ?n04 Legend 2. No aerial, surface or subsurface utility installations, underground improvements or G Temporary Benchmark OrS Offset - subsurface/ aerial encroachments, if any, were located. yassumed datum) O. R.B. Official Records Book - 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk pB Plat Book 4. Elevations shown hereon, if any, are assumed and were obtained from approved yPPCiL Centerline PC Point of Curvature FCC. Point of Compound Curvature . Construction plans provided by the Client unless otherwise noted, and are shown d D or (Delta) Angle CentralP.C.P. Permanent Control Point only to depict the proposed or actual difference in elevation relative to the assumed CALC CB Calculated Chord Bearing PG. Page _ temporary Benchmark shown hereon. CD Chord P. R.M. Permanent Reference Monu.— meal5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument P/ L Property Line Rights - of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) P. O.B. Point of Beginning - Public Records has been made by this office. FINAL EL. Elevation (Measured) P. O.C. Point of Commencement P. I. Point of Intersection 6. The legal description shown hereon is as furnished by client. FD. Fin. Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe PT. Point oI Tangency 8. Copies of this Survey maybe made for the original transaction only. I.R. Iron Rod R Radius Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3162, or L Arc Length RAD Radial Line iron rod with red plastic cap marked 'Witness Corner" unless otherwise noted. LB Licensed Business RES. Residence Rv Right-of-way - ODenotesP.C.P. Permanent control point) fP ) LS. Land Surveyor TBM Temporary Benchmark--• Denotes Permanent Poierence Mcnurnent Mea Measured TYP. Typical 2004 Herx 8 Associates 'Inc. ,ill rights fe0erved gN/ D(NSD) N. R. Nail and Disk Not Radial q-- Fence symbol (see drawing) X— X- Fence symbol (see drawing) Certification: Not vaild without the signature and the original raised seal o/ a Florida licensed Guiveyor and Mapper.'_ Drown b y : AH i This survey meets the requirements of the Florida Flinimum Technical Checked b y : DP . . Standards as contained in Chapter 61G 17.6 Florida,Administrative Code. Prepared For: MORR I SON L Job Number: 02-017-02 I or 1 6 2004 Sale : 1'- 30 Plot plop performed: 05-26-04 William A. Herx, P.L.S. Florida istered Land Surveyor No. 3182 F o u n d o 1 ion Survey : OB 25 04 Darae L. Przemieniecki, P. S.M. Registerad Survayor and Mapper No. 6030 F i n o I S u r v e y : 12 15 04 William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 Revisions Herx B Associates Inc., State of Floridc LB 4937 2-03-20d 12:59PM FROM CITY OF SANFORD PERMIT APPLICATION Pernfit # : / ( Date: lessLi Job Addrers' ymm3 Ite- Detcriptiou of Work. (y M it 1A C, f ct C o A (0 j p h , r" Historic District; Zoning: Value of Work: f 0 Permit Typc: Dulldino_ Plectrical medhanical Plumbing Xf Fire Sprinkler/Alum Pool Eleelrical: New StMoc — # Of AMPS Addition/Altcretion Change of Savice Temporary Pole Mechanical: Residential Non -Residential Rcpluvnieitt Now (Duct Layout di: L'itrrgy (nano. Required) Plumbing/ New Commercial: # of Fixtures # of Water do Sewer Lines # of Gas Lines Plumbing/New Resident(&[• # of WaW Cjoscts—_ Plumbing Repair — Residential or Commercial Occupancy Type: Residential Z_ Commercial Industrial Total Square Footagt: Construction Typt: # of Stories: # of Dwelling Units: Flood Zont: (FEMA form roqulared for other tbau X) Parvet N: Owners Nome Ar Address: V 10 ( t1 S O. N-p n Contractor Name & Address: clans r Phone 4&Far.o-Sul 3 y Da— TA3-- Bonding Company: Address: Mortgage Leader. Address: ArchiteeVEnglnear: Address: trios: Attach Proof of Ownerikle & Letal Dweripdon) Statc license Numbcr: PAoea; Fax: L o' J ( 3 APplication is hereby made to obtain a permit to do the work And installatiorta as indicatal. I certify that no work or installation has eomnteatal prior to the istuanco of a permit and that all work will be perfoaned to meet ttandarda of all laws regulating oonstraction in this jutiadic&o- I tsodorstaod that a separate permit mustbc.wumd for EK. ELECTRICAL WORK PLUMBING. SIGNS. WELLS. POOLS, FURNACES, BOILERS. HEATERS, TANKS. and AIR CONDITIONERS, ctc. ana 61 vA OWNER'S AFFID M: l certify that all of tha fomtoing Idfomution is accurase and thin all work will be done in compliance with all applicable laws rt gutatiog construction and zoning. WARNING TOOWN6R: YOUR FAILUR¢ TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVBM6NTSTOYOURPROPBRTY. If YOU INTEND TO OBTAIN FINANCING, OONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCeMENT. NOTICAn addition to the tcquir me us of titis permit, these troy he additional rettrictionr applicablc to this property that rruy be found in the public records of this county, and them may be additional permits requited from other governmaual entities such as water manatcmcnt districts, state agencies. or fadend agencies. Acceptance of permit is verification Utah I will notify the owner of the property of Use Law, FS 713. Signature of Owner/ Agcm Datc Sig f n dAgcnt Date Print Owner/Agent' s Name riot onuacno lAaent'c Name Signature of Noury- Stale of Florida Data igns ie of NourySutc of DEBBIE BLANTON MY COMMISSION # DD 188491 Owner/Agent Is _ Personally Known to Mc or ContrtewrrAgcnt is _ P ur n Produced 10 _ ttM1tS: February 25, 2007 _ PNoduccd I D _ - t e 9= PoQ7ARY—Notary Discount Assoc. Co. APPLICATION APPROVED 8Y: Bldg: tr ) a Zoning: Utditics: Pf} Initial Ac Date) ( Initial Ac Dare) (Initial Ac Due (Initial Qt Dales) Spocial Conditions: First Quality Plumbing & Irrigation Inc. 1429 S Woodland Blvd Deland, Fl 32720 Phone (386) 943-9422 Fax (386) 943-6343 Aug 26, 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 241 Venetian Bay Circle Permit Number 04-2738 Should you have any questions please feel free to call me at the number above. Sincerely, Gary W Evers President Notary: License # CF-0050566 g Karan Gilman My Commission D0315674 a w Expires May 03. 2008 CITY OF SANFORD PERMIT APPLICATION Permit #: O t - )13 U Date: Job Address: tdWA V e n ee'AnC',, Description of Work: 2(`t% v Historic District: Zoning: Value of Work' Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS I 5D 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 #: Attach Proof of Ownership &Legal Description) Owners Name & Address: Q f %Sc,'C1 lbm eS 1S k s6 'r —,g.v f - r `• ,/nee / ' S,'t , cio 6 Phone: t i"! 'l!!9 Contractor Name & Address: Tt C e ( t t: p 1 , _ Cedar 1 ,( C Phone & Fax: —5 01 Bonding Company: Address: Lee- StatciLicense Number: 0 vl- t ontactPerson: JpI1 Sib,44Phone:-31194"(i S—fifi`} Mortgage Lender: Address: Architect/ Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirt f Florida Lien Law, FS 713. G Signature of Owner/Agent Date Signature of Contra *At Date SA—" e_ 1 u +h Print Owner/ Agent's Name Print Co for/Agent's Name ennifer Almodovar Signature of Notary -State of Florida Date Si re of No OStateofFlorida •` WCOmtttiaglon DD272809- OF wu' Expires December 07 2007 Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: initial & Date) ( Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: TRUSSUSS INDEX SHEET AFT1043KPerRule61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Building Job Identification: Z22137B supplyAddress1VENETIANBAY Address 2 LOT 87 ai4()g,5?i1.f r snV Jurisdiction: CITY OF SANFORD ORLANDO TRUSS DIVISION D BA General Building Design Information SMYTH LUMBER CO. Florida Building Code - 2001; Chapters 16 and 23 2722 APOPKA BLVD. ANSI?PI 1 APOPKA, F 32703 Design Loads 407 29 1522 FAx:`407- 99 9153 Roof: 37 PSF Floor. — Wind: 120 MPH ASCE 7-98 c i Engineer of Record HOME DESIGN SERVICES OF 580 CAPE COD LANE #9, ALTAMONTE, FL AA#2665' Or Building Designer: Seal at 24-May-04 Truss- girieer: William M. Ranieri Alpine Engineered Products Design Software FL Lic.## 42704 i 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. 4 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 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 35 Plus Standard Details Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers e 60' O' RI R 0' Z' RI9 e— R22 N ti 5. 0. G3 E2 G N eijUUV D 6 -a 1131 7' r 2' 60 O' c JAI 12.0 6,01 4 3/16' HOLD TRU55E5 6 8 W/ RAISED FEELS BALK I' ON BLOCK G I/2' ON FRAM' WALLS SMYTH LAMDEF G0, ROOF TKU55 DIVE)ION 2722 SOUTH AFOFKA 6LVD. AFOFKA, FL-. 32703 407) 2qq 1522 FAX (407) 2qq - g153 Engineering Gertificate of Authorization # g218 NOTFS : 1) Tr 5 TFE DLLOER'S RE5POWVUTY TO VUFY TRU55 FLALMW PLAN AM TRUSS DESIGN DRAWNGS AGAMT FIELD CONPITDNS AND DE516N MBJT. REFERENCE 5ECTION (&2D ANSI/Tn FH95) APPROVED: NAI,E (PRINT 5KNCD _ DATE 2) TRU1.6nk y T NOT DE CUT OR ALTERED N ANY WAY WITHOUT PRIOR AUTI- J ATION BY SMY.fH TRUh5 COWANP/ 3) TM55ES;THAT ARE GUT OR ALTERED WTI -a f'AUiHOR1ZATOM WLL BE REAR® OR REPLACED AT CU5TOMR5 EXPENSE, 4) DAGKCHARGn OF ANY KND WILL NOT BE LONSDEKED WITHOUT PRIOR REVIEW AND WRITTEN CONSENT BY SMYTH TRUSZ COM'ANY, DETAILS. I) KUTK'TO HD 11 IRECOM+LMATIONS FOR NANDL'NG, NSTALLATION, AND TMORARY DRALNG) - UTZTO BJ6NEEREP PRAWNG5 FOR PE£MANEW DRALM KE"ED 2) ALL TRUSSES OvGL M TRU55E5 LNDER. VALLEY FRAN")LEMJ5TDECOMPTELY DECKED OR REFER TO VALLEY TRLri5 DETAIL, FOR ALTERNATE DPACNG REOURE1,1EW5 3) ALL VALLEY5 TO DE LONNENTIONALLY FRAMED DY NXOER 4) NTFRV^R LOAD DEARINIG WALL5 HANGER LEGEND ALL ROOF TRVS5 HANK£R5 TO DE Z,W%N HJ524 OR UZP (K NT-SAG) THD26 M-E55 NOTED OTFERWr'E v m U U U U U U IZ0' 6, g, y 4 40' O' SIMPSON USP KANT-SAG O - HUS26 OR THD26 OO - HUS28 OR THD28 HHUS28- 2 OR THD28.2 HHUS48 OR THD48 HGUS26- 2 OR THDH26-2 OP - HGUS28-2 OR THDH28.2 D - HGUS28-3 OR THDH28-3 SUUR210 OR SKH21OUR HGUS48 OR THDH48 m - THA422 OR MSH422 THAC422 OR MSH4221F 4. HUC410 OR H04101F O. THJA26 OR HJC26 KNEEWALL TO KNEEWALL TO The Truss Engmeer s seal, when is led, con Irms t e p acement o t e truss rammg as d relates to the truss designs specific for this structure. The truss framin is based upon the CONTRACT R 14'0' I'l__ HT. IT 0' PL. HT. review of plans, drawings and specifications provided by the building design professional. R/IOKKI50N HOME'? The building design professional has final approval of the truss framing and/or truss JOD 846/ LANTANA placement plan. The design of the temporary, and permanent bracing, the diaphragm system, shear walls and structura elements to resist lateral loads from wind and/or seismic activity is ADD iS Ev •D OK C • (5T P) the responsibilityofthebuildingdesiggrrprofessional. Additional approval by the building C( William M. Ranieri, PE design professional shall include, bu(not be limited to, design loading, lengths, profiles, SCALE DATE LAvOJ LP. DAWN By FL LiD. No. 42704 pitches and depths. NONE 07/1/03Z2v3M %G I LCC13/ES - K1) 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. 5X6= I n1J unu rK[rAKCu rKurt 1.u19rU1 LK Im-ui LLUAU J N UIMr IYJ I UI•J) 0-1'i I I'U D1 1-- nrn. 120 MPH WIND, 14.35 FT MEAN HGT, ASCE 7-98- CLOSEu"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. J A V= J A U= J A U— 3X6 ( Al) 3X6(A1) 1- 4-0 1-4-0 20- 0-0 1 20-0-0 _I 40- 0-0 Over 2 Supports 'I R= 1557 U=474 W=8" R=1557 U=474 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 0TY- 6 FL 1 R - Scale=.1875" Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND IT C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 7 3 BRACING. REFER' TO HIO 91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE :• INSTITUTE. 583 D'ONOFRiO DR SUITE 200. IIADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO .(tlF r . PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED tlG ii% i:- T C D L- 7.0 P S F DATE 0 7/ 1 4/ 0 3 MYTH.. LUMBER CO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i No 42704 p ROOF TRUSS U.IVIS)ON :: "`IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :,y, t* BC DL 10.0 .PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 7 7[ 272TH 2 SOUXP6P4BLVD BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND L STATE OF B C L L 0 . 0 P S F S L T - E N G / WM R APOPM:A FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL.DES IGN S A (` 4Q7-299-1622 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE :.••.•O CONNECTORS ARE MADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO n TOT L D 37.0 P S F S EON - 36089 FA7C::407299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER V, '- : 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 PROFESSN IO:AUTALENGGINEERINRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS .- - -- CERTIFICATE OF190F2RATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER -- ANSI/TPI 1-1995 SECTION 2. Jul 14 03 SPACING 24. 0" JREF- 1S4G352_ZO4 k LLL-L.5/0 - 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 HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6 (Al) = in13 uwu rmtrAKLu rnuri —rirui— iivrui LLUHLl n UII-1—lu1al—1-1111— ui 120 MPH WIND, 14.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCAI-ED 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 A) (A) 9-4-0 5X6= 5X10= 5X6= 3X6(A1) 1-4-0 1-4-0 19-0-0 12 u ul 19-0-0 _1 40-0-0 Over 2 Supports 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:rl FL 1 R Scale 1875" Ft. WARNING^` TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BV TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MAD ISON, NI SJ119). 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 DESIGNTO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M 7 il IFIC V F . No 42704 T C T C BC L L D L DL 2 0.0 7. 1D. 0 D P S F P S F PSF R E F R 3 5 2-- 2 0 6 7 4 SMYTH LUMBER CO. : fiOOF. TRUSS Ci1YISION DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 SLT- ENG WMR 2722SOLIfFiAPOPKABLVbiAPOF' KA, FL 32703 :' 407 299-1 522 .. ;; FA7c' 407299.9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORM WITH APPLICABLE PROVISIONS OF NO (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 BESIGN. POSITION CONNECTORS PER 7f yLS STATE OP +tQ :: VVV 0 R,0 l ss ONAI: BC TOT LL L D . 0. 0 37. 0 PSF P S F S EON 38594 D U R F A C 1.25 ftFROM c-ti JLCPROFESSIONA4ENGINEERING: CERTIFICATE OF AUTHORIZATION #9218- DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING TUSS AND ESIGNSHOWN. THE SUITABIL FORRCS.ONSIELY TY COMPONENB IFORYTTRYYLPARTICCULAREBUILDINGOISTHETRESPONSIBILLITYOFTHEBUILDIINGIDESIGNER. PER THIS ANSI/ TPI 1-1995 SECTION 2. Jul 14'.=' us SPACING 24.0" JREF- 1S4G352_ZO4 Leel-il5 - K3) i TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC. 3X6 (Al) 120 MPH WIND, 13.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED " WITHIN 6.50 FT FROM ROOF EDGE, CAT I1, 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 0 2.5X4 6 6 5 X 6 5 X 6 A) (A) 9-4-0 5X6= 5X10= 5X6= 3X6(A1) 1-4-0 ryty I 18-2-8 I 3-7-0 I 18-2-8 _1 40-0-0 Over 2 Supports — R=1557 U=476 W=8" R=1557 U=476 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY''1 FL 1 R - Scale WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TOZIFI 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 rV fi,: Nd 42704:: '+ T C T C BC L L D L D L 20.0 7.0 10.0 P S F P S F P S f R E F R 3 5 2-- 2 0 6 7 5 D A T E 0 7/ 1 4/ 0 3 MYTH. LUMBER CO FiOOF;TRUSS DIVISION D R W sLrusRaSz S L T- E N G/ W M R272250ITYHAPOPKABLW --: i APOPKA. FL 32703 : ao7zssl6z2 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 AST M A653 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO f STATE OFF; L p R10P' BC TOT.LD. L L 0.0 37.0 P S F PSF SEON- 20274 FAx, 407 29891 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D U R F A C . 1.25PROPROFESSIONALENGINEERING: CERTIFICATE OF AUTHiORTLAT10NJt92 T8 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 SPACING 24.0" JREF- 1S4G352_Z04 A rr LCC1S/[3 - Klt) 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 (A1) .= i nio urvu rn rHn u irui n L vnua uiruaivno] 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 A) (A) 9-4-0 Gvti— G v i n— Vvr- 3X6(A1) 1-4-0 1-4-0 y 'ter I 17-0-0 _1_ 6-0-0 _1_ 17-0-0 _I 40-0-0 Over 2 Supports _ 1 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 OTY'1 FL 1 - R - Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR.. SUITE 200. MADISON, NI 57719), FOR SAFETY PRACTICES PRIOR TOGA•)F1 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 RF pGY r. j N 4•j704 T C T C BC L L D L DL 20.0 7 10.0 0 P S f cPJ F PSF R E F R 3 5 2-- 2 0 6 7 6 SwtH L.,UMBI k CO F OOFTRLISSI 1YISION D A T E 0 7/ 1 4/ 0 3 DRW SLTUSR352 S L T- E N G / W M R2722SOUTHAPOPKABLVD . APOPKA. FL 32703 407-29971 622 :::: FAx' 407 299-9:1 53 :.: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF ; Q FslCQ:w, Q `- ROM B C TOT. L L L D . 0. 3 7.0 D P S F P S F S EON 38591 D U R F A C. 1 .2 5 F R O M S L CPROFE5519NAL, ENGINEERING CERTIFICATE OF AUTHORIUTION $92 Y8: DRAWINGS 160 A-Z. THE SEAS ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NA RESPONSIBLL ITY4SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, FER- ANSI/TPI 1-1995 SECTION 2. Ju1 14 03 SPACING 24.0" JREF- 1S4G352_ZO4 4ZZiJ1b - Kn) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC. 3X6(Al) IHIS UWG PRLPARLU FRUM COMPUILR 1NP'UI '(LOAUS & U1MENSIUNJ) bUt5M111LU GY IRUSS MFH. c a 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2.5X4= 5X6= 2.5X4 e- 2.5X4 6 r- (A) (A) -1 6 5X6 0 5 X 6 9-4-0 9 1,YA - 5`5.8— 5X8= 9 V Y A' 7 3X6(A1) 1-4-0 1-4-0 1_ 16-2-8 I 7-7-0 I 16-2-8 I 40-0-0 Over 2 Supports R=1557 U=478 W=8" R=1557 U=478 W=8" PLI IYP. Wave TPI 95 R Design Crit: TPI_STD FLBC 6.10 OTY:-lll FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND .•, T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 7 7BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1Y1 INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, IADISO N, NI 53719). FOR SAFETY PRACTICES PRIOR TO - PERFORMING THESE FUNCi]ONS. UNLESS OTHERNISE IND.ICATEO. i0P CHORD SHALL HAYE PROPERLY ATTACHED `7, Q'ilFl(,',a 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. 1lGIMPORTANT" FURNISH A COPY OF. THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i 6.4M704 ' B C D L 10.0 P S F D R W SLTUSR.352FZOOFTRUSSDIVISION : PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD; BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND '* :: S *:B APOPKA FL, 32703 : BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S B C L L 0 . 0 P S F S L T - E N G / WM R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE l STATE OF ": 407 299-t:622 -: CONNECTORS ARE MADE OF ZOGA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 5,• j V T 0 T . L D . 37.0 P S F S E.0 N - 20242Fnx: 4072999153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE lO CATED ON THIS DESIGN, POSITION CONNECTORS PER _<(`(n 0R1O.• PROFESSIONAL ENGINEERING - DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING. .tQtrjn E D U R F A C . 1.25 FROM S L C RESPONSIBILITY SOLELY FORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS NAL.. ' CERTTFicATE OF:AUTHORIZATIONY0921: 6: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Ul 1;4: SPACING 24.0" JREF- 1S4G352 Z04 ANSI/TPI 1-1995 SECTION 2 ceu.)lb - ru) 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) 1-4-0 r in13 urvu rmLrAmLu rnum Lurrruicn Livrui \LuHuo n ui rir rvaiuna) ouarilileu DI iMUD J rirn. 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 0 5 X 6 6 r— (A) (A) —I 6 A) ( A) 9- 4-0 2Yd III GVn— G V 0 ?Yd III IE 40-0-0 Over 2 Supports R= 1557 U=480 W=8" 3X6( Al) = 1- 4-0 ry R= 1557 U=480 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 - OLY::1 FL 1 R - Scale=.1875" Ft. WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORM] Nf, THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M A- tIF., T C T C L L D L 20. 0 7. 0 P S F P S F R E F R 3 5 2-- 2 0 6 7 8 DATE 0 7/ 1 4/ 0 3 SMYTH: LUMBER. CO..:.;; STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. l... DRW SLTUSR352 f2OOF'Y'RUSS DIVISION IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION. CONTRACTOR. ALPINE ENGINEERED Nc 42704 BC DL 10.0 PSF 2722 SO.Vm AMOF" BLVO 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 l 7C - S L T - E N G / WM R BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN t 0FBC L L 0.0 P S F APOPKAFL32703407 299 1 622: SPECIFICATION PUBLISHED ByTHE AMER]CAN FORAND PAPER ASSOCIATION) AND TPI. ALPINE STATE ` S• i P1,. VVVFAX: 407 299-91 53 -: CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LO CAT EO ON THIS DESIGN, POSITION CONNECTORS FERu• R` O `:_• T O T L D . 37.0 P S F S EON 38588 D U R F A C 1 2 5 FROM r LCDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING N - PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS M J GERRFICXM OF:AUTHORZYTION #921.6: COMPONENT FOVtNY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PE ANSI/ TPI 1-1995 SECTION 2. JU1 14 s, - - - SPACING 24.0" JREF- 1S4G352_ZO4 LCL13/t5 - K/) ini3 unu rnt:rAm u rnuri wriruiLM iivrui LLuHua a viriuvoi ivo.o . TOP CHORD 2x4 SP 2 120 MPH WIND, 12.90 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 L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4111 5X6= 5X<--- 5X6 6 r —i 6 4 0 2X= 3X8= 5X12= 2X41II 3X6(A1) 3X6(Al) ry ty 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 OTYi1 FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND R,p T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 7 9 BRACINGINST - REFER TO HIB-91 (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPI (TRUSS PLATE CTI PERFORMING THESEDFUNCTNOFIONSOIO RUNLE55TOTHOERWISEDINDICATED.: TOPICHORDFSHALLFHAYEPPROFERLY ATTACHED PRCESPRIORTO'tiFIQ,gT F T C D L 7.0 PSF DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER CO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED * f NO 42704 BC D L 10.0 P S F D R W SLTUSR352FtOOF:TRU55:[IYISION : PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722ZSOUTH APOPKA BLVbI BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND . d AP.O PKA FL :32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE FROY ISIONS OF NDS (NATIONAL DESIGN STATE:OF ; B C L L 0.0 P S F SILT E N G / W M R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1j 407 299.1622 .:: CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO y 0 R10Pt1 TOT . L D . 37.0 P S F S EON - 2 0226 FAX:: 407 299=91 53 EALH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 AZ. -THE SEAL ON THIS DRANING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s`NAL O U R . F A C . 1.25 FROM S L CRINRESPONSIBILITYSOLELYFORTHETRUSSCOMFONENTDESICNSHONN. THE SUITABILITY AND USE OF THIS .:.: C6R F.iCATS 6F:AuTmoFnL -ION 492 1:8 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. JuI °14 '03 SPACING 24.0" JREF- 1S4G352_ZO4 I Z22137B - R8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 272 F. 3X6 (Al) 120 MPH WIND, 12.60 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. 5X6= 2X4III 5X6= 5X6, 5 X 6 6ziI1 9-4-0 2X4III 5X6= 3X8= FVr= 2Yd m 3X6 (A1) 1-4-0 1-4-0 y y I 13-0-0 _I_ 14-0-0 _I_ 13-0-0 _1 40-0-0 Over 2 Supports ' 1 R=1557 U=482 W=8" R=1557 U=482 W=8" Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 WARNINGS' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR fO OR.. SUITE 200, MAOISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED UMBER GO'. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG 10 CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IUSS;Li1-11 N :_:: :: PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO EH: AMPKA BLVD :; BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND C FL : 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 299 7:622 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 7 29&9153 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 NAL E ..... RING` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE-PONSIBILIT_ SOLEL Y FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS WTHORILITION 4921 13: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. FER ANSI/TPI 1-1995 SECTION 2. 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. r 1.25. SPACING 24.0" Scale=.1875"/Ft. REF R352--20680 DATE 07/14/03 DRW SLTUSR352 SLT-ENG /WMR r SEON- 38585 FROM SLC JREF- 1S4G352 ZO4 LLC1.1/tS - Ky) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6 (A1) _ 5X6= 2 X 4 III I riii i 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= A 2.5X4% 2.5X4 6 r -1 6Z.L 9-4-0 9YAIII 5X12= 3X8= 5X12_ 2X4III 3X6(A1) _ 1-4-0 ry 12-2-8 I 15-7-0 I 12-2-8 _I 40-0-0 Over 2 Supports I 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 OTYil FL - 1 -. R - Scale=.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISO N, WI 63719), FOR ,SAP ETV FR ACT ICES PRIOR TO PERFORMING THESE FUNCTIONS..UNL E S S 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. SMALL NOT BE RESf0NSIBLE FOR - ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO R,q t IFI rV AF F 'ND aY%O4.: S.*: T C T C BC L L D L DL 20.0 7.0 10 0 P S F P S F PSF R E F R 3 5 2 DATE 07114103 SMYTH LUMBER CO ROOF:TRUSsDIVISION.: DRW SLTUSR352 S L T - E N G W M R2722SOUY'H APOPKA BLVD: APOPKA FI- 32703 :: ao7zss16zz : FA7C; 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 20 GA ASTM A653 GR 40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS BESIGN, POSITION CONNECTORS PER gTATE QF Fes. :' i. w- O R,Q s` A1. E B C TOT L L LD. 0. 0 37. 0 P S F PSF SEON 20219 D U R F A C . 1.25 FROM S L C PROFESSIONALENGINEERING .: CERTIFICATE OF AI1T7-10RRATION #921:a 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 1-1996 secnox z. 0 JuI SPACING 24.0" JREF- 1S4G352_Z04 Z22137B R10) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS Y DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 120 MPH WIND, 12.10 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. 0 I DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6= 5X6= 2.5X4= 5X6= 2.5X4 2.5X4o 6 6 9-4-0 2X4111 5X8= 5X6= 5X8= 2X4111 3X6 (A1) = 3X6 (Al) 1-4-0 rs 1-4-0 ry I_ 11-0-0 _1_ 18-0-0 I 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 0TY:.1 FL 1 R - Scale 1875" Ft. NARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE AM, R T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 2 INSTITUTE, 583 D'ONOFRIO OR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. PROPERLY I'A7y- V D LSMYTHLUMBERCO; : UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL CEILING. G IFI(,w`• T T C 7.0 P S F DATE 0 7/ 1 4/ 0 3 HAVE A PROPERLY ATTACHED RIGID jGV to D R W SLTUSR352F2OOFTREISSnIYSION : IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No 42704 B C D L 10.0 P S F 2722 S017T3H APOPItA BLVD ' .: PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND r S L T- E N G / W M RAPOPKAFL82703 299..... 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 t STATE OF Q" s ue' BC L L 0.0 P S F FAX' 407299-91,53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R Pf C,` a•' T 0 T . L D . 37.0 P S F S EON 38582 D U R F A C 1.2 5 FROM S L CPROFESSIONALENGINEERING ;.._:: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING••,// tsYNA. Curia Am OFAUTHORRATTON #9218: RESPONSIBILITY. SOLELY FOR THE TRUSS COMFO VENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Y U) L4 ANSI/TPI 1-1995 SECTION 2.- SPACING 24.0" JREF- 1S4G352 Z04 cZc1,51b - KII-ZrLY) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :131 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. 5X6= 2 X 4 M IHIS..UWb PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIIIEU BY TRUSS MFR, 2 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_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. 2.5X4= 5X6= 5X6= 2X4111 2.5X4 6 r— —1 6 94 0 B1 7X10= 2 5X4= 5X6= 2 5X4= 2X4111 2.5X4_ 4X6 ( Al) _ 3X6(A1) _ 1- 4-0 1-4-0 r I_ 10-1-0 _I 19-10-0 1 10-1-0 40- 0-0 Over 2 Supports R= 3346 U=1630 W=8" R=2277 U=938 W=8" PLI IYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 "":. QTYi FL 1 - R - Scale=.1875" Ft WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200. MADISDN, WI 53719J, FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED J( STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE 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* r f - No 42704 T C T C BC L L D L DL 20. 0 7. 0 10. 0 P S F P S F PSF R E F - R 3 5 2-- 2 0 6 8 3 SMYTH UMBER Co F200FiTRUSSI 1Y1S10N;; : DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 2722. SO11TH APdPKA BLVC/: APOPKA F1.. 32708 4p7 299 t622 FAX:: 407 299-91 53i '. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N05 -(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO`• EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER f ESTATE OF 4' 1O R1VPr e •. ..• BC T 0 T L L LID. 0. 0 37. 0 P S F P S F S L T - E N G / W M R S E Q N - 20210 D U R F A C . 1.25 FROM S L C PROFES$IONAL ENGINEERING CERTIFICATE OF:AUTHORRATION #921'B: 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 <" e Jui . 14. 03....... SPACING SEE ABOVE JREF 1S4G352_Z04 Z22137B - R12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: 120 MPH WIND, 11.60 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. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ON MEMBER. ATTACH WITH 2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X8= 5X6= 2. 5X4 = 5X8= 2X4o T2 T3 2X4 6 r (A) T 6 i 9-4-0 5X6= 3X8= 5X6= 5X6= 3X6 (Al) = 3X6 (Al) 1-4-0 1-4-0 L, 9-0-0 _I_ 22-0-0 L 9-0-0 I i 40-0-0 Over 2 Supports R=1557 U=487 W=8" R=1557 U=487 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OT:Y:::1 FL 1 R - Scale 1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING),- PUBLISHED BY TPI (TRUSS PLATE M :./Qq T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 4 PRACTICES PRIOR TOERFORMINGTHINSTITUTEESEDFUNCTIONS10 DRUNLESSTO THERNISEDINDICATED. TOFSON ICHORDFSHALLFHAVEETYPPROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. TIFIC'•'' f/ 41. 1 4p F T C D L 7. 0 P S F SMYTH LUMBER CO;. DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No 4vd4 BC DL 10.0 PSF F200FTRUSSC)IVISION : SLVO..: PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SLT- ENG WMR 2722. SOVM APOPKA :: APoetcn FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF BC LL c- 0.0 PSF S E 0 N 37754 4Q729 . G2Q SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS7M A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO p Ri, `G T 0 T . L D . 37.0 P S F FAX !407 299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ass • • D U R . F A C . 1.25 FROM S L C. PROFESSIONALENGINEERING ;.. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OIVAIL GERTIHCATE OF AUTHOREIATION 4921 El: RESPONSIBIL ITY, SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISa COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 14 - ANSI/ TPI 1-1995 SECTION 2. SPACING 24.0" JREF- IS4G352_ZO4 kLLC1,5/L5 tt13J nia uMu rnErmm Eu rnun uunrviEn inrui LLVMua a uil'IE11 1-1 JU-11 IPUo rirn. t . TOP CHORD 2x4 SP 2 :T2, T3 2x6 SP #1 Dense: 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7.-98, CLOSED BLDG, LOCATED BOT CHORD 2x6 SP 2 :B2 2x6 SP SS: ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP 3 :W3, W9 2x4 SP #2: 1 HIP SUPPORTS 7-0-0-JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. CALCULATED VERTICAL DEFLECTION IS 0.55" DUE TO LIVE LOAD AND 0.46" DUE TO DEAD LOAD -AT X = 20-0-0. 1OX10 ( R) \\1 3X4.= 7X6— 3X4= 1OX10 (R) A/ 5X4( A4) 5X4 ( A4) 1- 4-0 2. 5X4 = HS612 = B2 3X8= HS612 = 2. 5X4 = A4) 5X4 ( A4) 1- 4-0 y 9- 4-0 40- 0-0 Over 2 Supports R= 3091 U=902 W=8" R=3091 U=902 W=8" PLT TYP. High Strength, Wave TPI 95 R Design Crit. TPI STD FLBC 6.10 OTYi 1 R Scale =.1875 Ft. WARNING— TRUSSES REQUIRE EXTREME 'CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M lFL TCL L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 5 BRACING.. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY 7P[ (TRUSS PLATE INSTITUTE. 563 D ONOFRIO DR.. SUITE 200. MAD SO N, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED R F T C D L 7.0 P J F DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER CO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ia: ROOF-TRUSSD MSION 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. No 422 4 j BC DL 10.0 PSF DRW SLTUSR352 2722 SOu'YH APO BLV.0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND i = A': BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN A+ jy. .: il B C L L 0.0 P S F S L T - E N G / W M R APOPKA FL 32703 .: 4Q7- 299-1;522 - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE1 A7 1/11 G..F ft ( FAX:: 407 299-91 ).3 CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAILY STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACK FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER K Q TOT . L D . 37.0 P S F S EON 37737 PROFESSIONAL ENGINEERING. DRAWINGS 160. A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t1 M D U R . F A C . 1.25 FROM J L C CERTIFICATE OF:AUTHORIZATION 492 1:8: RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSIONENT1FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING SEE ABOVEJ JREF- 1S4G352_Z04 SEPARTIPARTICULAR k/LL13/tS - K14) 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 5X4= INIJ UWU FKtrAKtU rKUM LUMFUltM 114rUl (LUAU) & VIML NJIVNV ) JUbPT'IIItU OT IKUJJ MrK. 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. i 0-6-1 9-4-0 L<1-4-0>J 6-0-0 J, 5-6-8 _I 11-6-8 Over 2 Supports R=548 U=290 W=8" R=784 U=386 PLT TYP. Wave TPI 95 R D e s i q n Crit: TPI STD FLBC 6.10 QTYi4 FL 1 - R Scale 375" Ft. WARNING" R TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACNG. REFER TO NI8-91 (HANDLING INSTALLING AND BNG). PUBLISHED BY TPI (TRUSS PLATE INSTTUTE, 583 D'ONOFRIO DR., SUTE 200, MAD SO N, NRACIII53719). 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 Q,. fG`( l- . ..... 1. NO 42704 TC TC BC L L D L DL 20. 0 7. 0 1QD P S F P S F PSF R E F R 3 5 2-- 2 0 6 8 6 S MYTH LUMB..$R cm F2OOF: yiRUSSi IY SION DATE 0 7 / 1 4 0 3 DRW SLTUSR352 S L T - E N G / W M R 2722 50U'17H APOP." BLVD. .- APOPH: A, FL 32703 407- 299-1 522 .: FAX:: 407 299.91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBI]SHED ByTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ti R j ST/ 1TE OF y QFRI .: tf ..— -.(: .: V + B C T 0 T L L L D . 0. 0 37. 0 P S F P S F S EON 21331 DUR. FAC. e 1. 25 FROM SLC PROFESSIONALENGINEERINGCERTiFIGATE OF AUTIHOR¢AITON #921.8 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. N. Af` Su: I '1 4 )0 3 SPACING SEE ABOVE JREF- 1S4G352_ZO4 LLL1.3Ib K15) 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 L1240 TOTAL LOAD. 5X4= 4X6= i n13 uNu rMtrANLu rKum I,UPrUIttt Inrui (LVAV3 a UI Mtr13I Ur13) OUoru 1, of inU33 rirn. LOADING ON THIS TRUSS CALCULATED BY JOB1DESIGNER*** ` 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 321 LB Conc. Load at 5.00, 7.00 BC 148 LB Conc. Load at 5.00, 7.00 0-6-19-4-0 41-4-O>J I_ 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" PLT TYP. Wave TPI 95 R Resign Crit: TPI STD FLBC 6.10 QTYifl FL - 1 - - R - Scale =.375" Ft.. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND B RACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'O NOFRIO DR., SUITE 200. MAD .SOP, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO Q' I' f `4SI- 1: f No 42704 A. TC TC BC L L D L D L 20.0 7.0 10 P P 0 P S F S F S F R E F R 3 5 2-- 2 0 6 8 7 SMYT14LUMBER CO F200F: TRU55 ..VISION : DATE 0 7 / 1 4 / 0 3 D R W SLTUSR352 S L T -LNG WM R 2722SOLIAPOPKABLVD- APOPKA FL 32703 :: 407 299 1 522 FAIe;: 407 29&9 1 53 .: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE FROYISIONS OF NO (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE AMER15CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS7M A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OF 5. t O R10 p'+. B C TO T L L L D . 0. 0 37. 0 P PSFP S F S E Q N 38523 D U R. F A C. 2 5 F R O M S L C PROFESSIONALENGINEERING - CERTIFICATE OF AUTIHORrLATI0N'AA92 IS DR AN INGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING•VIrM 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. Jul 14 o......._. -- SPACING 24.0" JR EF- 1S4G352_Z04 LCZ1S/tS - Klb) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 T 2-4-7 M1J UWb NKLF'AKtV FKUM LUMPUILH 1NPU1 (LUAU) N U1MLNbIUNJ) JUbM11ItU bT IKUJJ MrK. 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= 6F— 16 2. 5X4 % 2. 5 X 4 T 2-4-7 n-0 2X4 111 2X4 III 2. 5X4 = 2. 5X4 L<1-4-010-10- 0_-12-1-4-0y 4-7-8 _1_ 4-7-8 _1 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 QTY:4 FL - 1 R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE. INSTITUTE, 5B3 D'ONOFR IO OR., SUITRE 200, MADI SON, 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. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M p FI '•. r FlG . %• :: E ;N.O 427Q4 mq- T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 2 0 6 8 8 SMYTH LUMBER CO : iZOOFTRUSSDIVISION -: _-""IMPORTANT`" D A T E 0 7/ 1 4/ 0 3 DRW SLTUSR352 2722 SOUTH APOPKA BLVO :: AeoF?KA FL 32703 407 299-1 522 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 PROV151ONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERiCAN FOREST AND PA FER ASSOCIATION) AND 7P1. 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 L j STATE CJFt Q' Z, /C•j O R1OP 1 V J ppj pA t B C T 0 T L L L D . 0 37.0 0 P S F P S F S L T - E N G / W M R S EON 20158 OUR.FAC., ff 1 2 5 FROM S L CPROFESSIONALENGINEERING;!,.:! CERTIFICATE OF: AUT190RIZATION:$*21.8: 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 ZANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. YiIM` ^ ::' Jui 14 ,03 SPACING 24.0 JREF- 1S4G352_ZO4 L. L. LCL1J1b - K11) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 T 2-4-7 1`11 JUINU rMLrAKLU rMUF1 UUMFUILM InrUI 1LUAUD h U1I9Crv3Ivry J) 3UDr,1I ICU O, 1Ku", I-Ir M. 120 MPH WIND, 15.02 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. 5X4= 5X4= 6F — 16 2. 5X4 0 2.5X4 a T 2- 4-7 O - 0 2X4Ill 2.5X4= 2X4111 2. 5X4 = 2. 5X4 L< 1-4-010 - 10 t 12`1-4-OY 1- 3-11-8 _1_1-4-0_I_ 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 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 - R Scale =.375" Ft- RRARNG R TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (NA NDLIHG INSTALLING AND BRACING). fUBLI SH ED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR., SUITE 200. MAD ISON, NI 5J719), FOR SAFETY PRACTICES PRIOR TO IFICw 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 RESRD0SIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 74 NO 427Q4 .d . T C T C BC L L D L DL 2 0. 7. 10. 0 0 P Q P PSF S F S F REF R 3 5 2-- 2 0 6 8 9 SMYTH LUMBER CO F2OOF. TRUSSLJ.IVISION:: .: DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 S L T - E N G / W M R 2722 SOUTH APOPKA BLVE) -: APO P.KA Fl, :32709 4b7 299-Tfi22 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 PROYI SIGNS OF N D S(NATIONAL DESIGNS SPECIFICATION PUBLISHED BY THE AMER IC AN FOREST AND PAPER ASSOCIATION) AN0 TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 CALM. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF -TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER(!f 2 STATE OF - S, O R1o,.• BC TOT. L L L D . 0. 0 37. 0 P P S F S F S EON 20188 DUR FAC 1 25 FROM SLC PROFESSIONALN .. ....... ..::: CERTIFICATE OF AUTHIORRAnON xR92 T8 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING'ON/:C 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 ANSIZTPI 1-1995 SECTION 2. i7 Jul ld-.,.03-- ..................... SPACING 24.0" JREF- 1S4G352_ZO4 LZZI-ilb - I<id) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 I120 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 E— 2 X 4 III 2X4(A1) 5X4= I6 3X4= 2X4 (Al) IM1J UWU NKLFAKLU FKUM LUMHUItK INFU1 (LUAU) 5 U1PILIVJIUIVJ) JUb Pi111tU by IKUJJ MYK. 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 1-4-0Y 1— 2-0-0 _1_ 5-4-0 _1_ 2-0-0 J 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 D e s i q n Crit: TPI STD FLBC 6.10 QTY::l FL 1 R Scale 375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M.. T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 9 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR.. SU ( HANDLING ZOO ,I4AD[SON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PROPERLY ATTACHED SA TC D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 MYTH LUM601 CO• STRUEREOCTURAt PANELS. BOTTOMSCHORDESHALLHHAVEER PROPERLYDATTACHEDORDIGIDACEILING P DRW SLTUSR352Fi00F:TRUSS IY(SION I IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I f NO 427-4 Bl. DL PSF 2722 SOUTH APOF!ItA BLVD PRODUCTS, INC. SHALL NOT BE RE Sf ONSIBLE FOR ANY OEV IAi ION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE SHIPPING. INSTALLING AND 11 10.0 S L T E N G / W M RWITHTPI: OR FABRICATING, HANDLING. BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN S BC L L 0.0 P S FAPc0KAFL. 32703 4p7 299 i 622 NATIONAL SFECIFICAT[ON PUBLISHED BY THE AMERICAN FOREST 0.N0 PAPER ASSOCIATION) AND TPI. ALPINE IsSTATEOF S .( CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEft AS NOTED. APPLY CONNECTORS T 0 T. L D. 37.00 CPSFF S E 0 N- 13792 FAx :407 299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F A C 1.25. FROM cS L CPROFESSIONALENGINEERING::::i DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING f/W/ O v V :t v RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF:AUTHORQATIOFI #921 8- COMPONENT FOR'ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION z. SPACING 24.0" JREF- 1S4G352_Z04 LCC13/li - Kly) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER OUR:FAC:=I1.25 / PLATE DUR.FAC.=1.25) T,C From 54 PLF at 0.00 to 54 PLF at 22.25 BC From 20 PLF at 0.06 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 5X4= 0-6-11 3X4( ldl1) UWL, HKtKAKLU YKUM LUMFUILK iNNUI (LUAUb n VIMLNJIUNJ) JUbM111tU UT IKUJJ MFK. 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. 9-4-0 L, 10-3-0 _L_ 10-8-0 I 20 11 0 Over 2 Supports R=1155 U=437 W=3" R=870 U=329 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:4 FL - 1 R - Scale=.3125" Ft. WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING - REFER TO H18-91. (H ANGLING IN STALLING AND BRACING), PUBLISHED BV TPI (TRUSS PLATE R T C L L 20. 0 P S F R E F R 3 5 2-- 2 0 6 9 1 INSTITUTE. 583 D'ONOFR IO DR., SUITE 200, MADISO N, W[ 53719), FORSAFE TY PRACTICES PRIOR TO t1PIC 4 MYTH 1.,UMBER CO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T C D L 7 .0 P S F DATE 0 7 / 1 4 / 0 3 IMPORTANT* OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t 8 i"':N 42704 F*OOFTRUSSDIVISION:I FURNISH A COPY PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 2722:SOUTN APOPKA BLVID APOPKA. FL 3 .... 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 SPECIEICAT ION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STA .. GF s r B C L L 0. 0 P S F S L T- E N G W M R 407-299.1522 FAX; 407.2b§ 1 53 CONNECTORS ARE MADE OF.20GA AST M A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN-, POSITION CONNECTORS FIR j V R,O T 0 T . L D .. 3 7.0 P S F S EON 20290 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ,ON THIS DRAWING INDICATES AC CEP TAN OF PROFESSIONAL ENGINEERING D D R. F A C. 1 2 5 FROM0M cJ L C _ 3 CERTIFICATE OF AUTFIORZ+TION 4F921:8: RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT -DESIGN SHOWN. THEISUITABILITY AND USE OF THISS NAL C0 MPO NE NT.FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jul i4 '03 SPACING SEE ABOVE JREF- 1S4G352_Z04ANSI/TPI 1-1995 SECTION 2. 4ZZ1S/13 - KZU) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-6-11 3X4( 5X4= 4X6= IN UWU rntVAKLU rtt Ul"I LUMIrU ILK IINI-UI 1LUAU3 h UI PICI431 UIV3J 31L)t319I 1 1 r U nY IHUJJ m-m 120 MPH WIND, 11.60 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 BCOL=5.0 PSF. 2X4 6 f—' 1 6 9-4-0 3X8= 5X4= Ll-4 8-7-0 _1_ 3-4-0 _1_ 9-0-0 _I 20-11-0 Over 2 Supports 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 QT:Y:1 FL 1 R Scale 3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE NOFR10 DR.. SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TOINSTITUTE. 583 O'OS PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICA N-FOREST AND PAF ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20f,A AS7M A653 GR40 GALV. STEEL E%CEPT AS NOTED. APPLY CONNECTORS TO . EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I 1fiFfC" J C f No 42704 II y,:-. RSTATE OF I i Q R,, c- n T C T C BC BC T 0 T L L D L DL LL L D . 20. 0 7. 0 10. 0 0. 0 3 7 0 P S F P S F PSF PSF P S F R E F R 3 5 2 - 2 0 6 9 2 SMYTH LUMBER CO iioOF: R1155nIVIS10N: 2722 SOIJYH APOPISA BLVD; APOP1cA, FL 32703. 107- 299-1 622 : FAx 401.292. 1 53 - DATE 0 7 1 4 0 3 DRW SLTUSR352 SLT- ENG WMR S E Q N - 20296 ' D U R F A C . 1.25 FROM S L C PROFESSIONAL ENGINEERING- CERTIFICATE OFAUTRORELATION 49216 DRAWINGS 160 A-2. 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. u's 0 ypLic U-1 SPACING 24.0 I JREF- 1S46352_Z04 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6(A1) = I M1J UWL, fKtFAKtU I-KUM E.UMIUItK IN U1 (LUAU) S U1MtNJ1UN:)) JunrlllltU ni IKUJJ MYK. 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. 5X4= 2.5X4= 5X4= 6 (— 1 6 f]Z \11 9-4-0 nxa= nxa= 3X6 (Al) I_ 7-0-0 _I 7-4-0 I 7-0-0 _I 21-4-0 Over 2 Supports R=1542 U=568 W=8" R=1626 U=622 W=8" PLT TYP. Wave TPI 95 R Design Crit::TPI STD FLBC 6.10 UTY l FL 1 - R - Scale=.3125" Ft: WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB -91 (H ANGLING INSTALLING AND BRACING). PUBLISHED BY TPI(TRUSS PLATE INSTITUTE. 583 0'0NOFRIO DR.. SUITE 200, MADISO N, W] 53719j. FOR SAFETY PRACTICES FRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.lG 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, HANOL[NG, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN HE AERICN EST LPINESPECIFICATPI. UBLI CONNECTORS ARE MADE S OF020GAT AS7MMA653AGR40R SASSOCIATION) GALV. TEEL. EXCEPTASNOTED., T APPLYA ACONNECTORS TOEACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER_e=/ 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 A M ••. t PIC, A F F = i No. 427.0 :* S :STATEOF 5 . s•ff OR10 C: TC T C BC B C TOT. LD. L L D L DL L L 20. 7.0 10. 0 0. 0 37. 0 0 P S F P S F PSF P S F PSF R E F R 3 5 2 - 2 0 6 9 3 SMYTH. LUMBER CO ROOFTRUSSW,IVISION 2722 SC)tYt71 APOPKA BLVlS APOPKA FL 3270$ 4p7 299-1: 622 .i FAx: 407 29949 1 53 PROFESSIONAL ENGINEERING;; DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 S L T - E N G W M R SEON 20305 DUR. FAC. 1., 25 FROM SLC CER7IFICATE OFAUi1HORQATiON n9218: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1- 1995 SECTION 2. JUI-14 :,; - - SPACING SEE ABOVE JREF- 1S4G352_ZO4 LeZI-il 3 - KCL TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP SS WEBS 2x4 SP #3 :W3, W4, 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 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. 4-8-0 2.5X4= 2X4III 2 X 4 III inla UWU eKt= Anw rKum LUMl Ulrn IRrUi 1LVHU3 a UDI'111 LV Ui nUoo LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 1 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONING REQUIRED. 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. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ri 6X8(**) = 2X4111 2.5X4a 4X10= W3 ri W4 2 8-0 W8 0 4X6(R) III 4X12= 4X10= 3X4111 3-8-0 _I_ 9-5-0 13-1-0 Over 2 Supports ' I R=1173 PLF U=578 PLF W=3-3-0 R=2508 U=1235 PLT TYP. Wave TPI 95 R Design Crit.: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO•''-t PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO a Aiy- IF i +• Vg . f V iii s Nd.42704 i_ TC TC BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2 SMYTH LUMBER CO: Ii00FTRUSSWIVISION DATE 07 1 4/ 0 3 DRW SLTUSR352 S L T - E N G / W M R2722SOUTHAPOF'KA BLVD APOPKA FL .9Z7O9: 407 299-1 622 407 Z9150 BUILD THE TRUSSES IN CONFORMANCE KITH 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 GR 40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER t STATE OF =/T VVV Q R,0 .• B C TOT. L L L D . 0.0 3 7.0 P S F P S F S EON 20183 D U R F A C . 1.25 FROM S L CPROFE5510NALENGINEERING!,': DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING..../ON E. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS: SPACING SEE ABOVE JREF- 1S4G352_ZO4 CERTIFICATE OF:ALPFHQ RATION tt92 I:8: COMPONENT FOR VANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. JuI 1.4.... --- r LLL1.3115 - V1) a 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. 2 X 4 III 2X4 I mil uno rMCrAMCU rmvm l-vrIrUICM isNruj ILUAUJ d U1I-IC1101-10) ILU 01 IMuJJ m M. 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. 10-8-3 2 X 4 111 6-0-0 Over Continuous Support R=74 PLF U=30 PLF W=6-0-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:2 1 R Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI- (TRUSS PLATE IAI FL T C L L - 2 0.0 P S F R E f R 3 5 2-- 2 0 6 9 5 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD ISON, XI 57719), FOR SAFETY PRACTICES PRIOR TO SHALL HAVE PROPERLY ATTACHEDTOORDGI0THESESCHORDESHACLHHAVESA t IFIC ' 4j. ' l T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER CO STRUPERFCTURAL PANELS. BOTTOMRMINGPROPERLYDATTACHEOCEILING, V F200F TRUSS DIVISION : MPORTAN T'"" FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINE ER EO PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO f No 42704 1, ;: *. 7{ B C D L 1 0.0 P S F D R.W SLTUSR352 2722 SOVrM APOPKA BLVC) APOPKA FL 32763 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 STATE OF B \, L L 0 . 0 P S F S L T - E N G W M R 497 299 1522 : '! FAX::; 407 299.91 53 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IP1. ALPINE CONNECTORS ARE MADE OF 2OGA A5TM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I A URIdQ% - ti T 0 T . L D . 37.0 P S F S EON 38718 PROFESSIONAL, ENGINEERING ._:: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR FAC. 1.25 FROM SLC CERTIFICATE OF.AUTt161iMKnON 4921'13: 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, PEA Ui "1:4 U3"" SPACING - 24.0 JREF- 1S4G352_ZO4 ANSI/TPI 1-1995 SECTION 2. k Lee I.3/t5 - v e ) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2 X 4 III 6 F-- 2X4 (D1) 2 X 4 III 4-0-0 Over Continuous SuDl)or R=74 PLF U=45 PLF W=4-0-0 I n 1 3 unu rmcrmm— rnvn wnrui— irvr ui k-- aiunal 1-1n I I— of I —1 1.1 1. 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 - - :::O:I:Y:::2 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND M. R T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 9 6BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDa(IFIC4( T C D L 7.0 P S F DATE 0 7 / 1 4 / 0 3 Sm*TH; LUMBER Cm STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 rG ROOFTRU55b1Y1SION : " IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED { NO 4270:4 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO y • = 1 Y Z7ZZ 501JRi APO PICA BLVD BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRIC Ai1NG. HANDLING. SNIPPING. INSTALLING AND 7C - TC { APOPKA FL. 327O3 :: BRACIFICATIONUPUBLISHEDTHISBY THESAMERICANOFMS WITST ANDPPLl ABASSOCIATION)IS ION SAND TPI. OF ND (NALPOINEL DESIGN S STATE bF t BC LL 0.0 PSF SLT-ENG /WMR 40j299-1522 ti'` Pr 4, TOT LID. 37.0 PSF SEON- 38721CONNECTORSAREMADEOF20GAASTMA653GR40GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ',: 0 lOFAX' 407 299-9 153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '' RING` PROFESSIONAL ENGINEERING: RESPONSIB ILOTY SOLELVZ. TFORHE STHEEAL OTRUSSICOMPONENT DESDRAWINGBII:NT SHOWryES CEFTATHECE OF PROFESSIONAL ITYOANO USEIOFEiHIS `s ONAi.k D U R. F A C. 1.25 FROM S L C + GEFMFICA-E OF:AUTHORIZA71ON #92 i:8 CORPONENT FOR 'ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. J 1 .:1:4:::.. SPACING 24.0' JREF- 1S4G352_ZO4 CL1.S/L9 - v.S) TOP CHORD 2x4, SP #3 BOT CHORD 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS 6 — 3X4m 2X4(D1) = 6 2X4(D1) 15-8-3 inl3 unu rMLrMnLu rrcun L,urwuiLn Lrvrui LLVNua N UIr¢1YJ1VllJ) JUDI-uILu DI inU3a mrn. 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. L 2-0-0 1_ 2-0-0 _I 4- 0-0 Over Continuous Su ort R= 74 PLF U=45 PLF W=4-0-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OT:Y::1 FL 1 R Scale 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'ONDFR IO OR., SUITE 200. MA DI SO N. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70C 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 N[TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIC,N SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AS 3 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DES i GN, POSITION CONNECTORS PER DRAWINGS 1G0 A-Z. THE SEAL ON THIS DR ANING [ND ICATES ACCEPTANCE OF PROFESS iO NAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS M : R Q •1 v'" Z F C Z 4rFGFi - No' • 42704 1, ESTATE; OF J 4 D p 0 OWA, E ,._ T C T C B C BC T 0 T L L D L D L LL L D . 20 . 7. 0 1 D . 0. 0 37 . 0 D P S F P S F P S f PSF P S F R E F R 3 5 2-- 2 0 6 9 7 DATE 0 7 / 1 4 0 3 MYTH LUMBER Cq ROOFTRUSS C3 MSION:: .: 2722 SOUTH APOPN;A BLV[i: APOPKA FL az oa 4O7 299•L 522, ': - FAX: 407 Q99 91 53 PROFESSIONAL ENGINEERING .. D R W SLTUSR352 SLT- ENG WMR S E 0 N - 36093 D U R . F A C . 1 . 2 5 FROM S L C SPACING 24.0" JREF- 1S4G352_ZO4 CERTTFICATE OF AUTFIORIZhT10N YF921:9: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIiTPI 1-1995 SECTION 2. Ju 14 u - 7-22137B - V4) 1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 6 F— 76 2X4 ( DI) = 2X4 ( D1) 14- 8-3 2 X 4 III I, 4-0-0 _1_ 4-0-0 _1 8- 0-0 Over Continuous Support R= 74 PLF U=27 PLF W=8-0-0 I MI3 uwu FIttFAMtu rMum uuriFuitM iwuI (LUAUS N UIMLY31 vw 3) 3u131-11i Itu 13T IMU33 rir M. 120 MPH WIND, 15.83 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. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 Q:TY:tl FL 1 R - Scale =.375" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,. THESE SE IS N.NDI TE 53719), FOR SAFETY PRACTICES PRIOR TO DUNFRIOCTIONDR., SUITE OTHERWISE PERFORMING THESEFUNCTIONS. 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 NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ER IC AN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40,GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M iI IFIC. C a` (`[` jNO 4270,4 •/ 71 STATE OF 4 4 y( J O R1Q . Al TC T C BC B C TOT L L D L DL L L L D . 20.0 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-- 2 0 6 9 8 SMYTH. LUMBER CO:. F200F.TRUSSC 1VISION ."IMPORTANT- 2722 SO0TH APOPKA BLVb .. APOPKA FL : 32703 - 407 299 1:522 : FAX::407 2999 153 DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 S L T - E N G / b1M R S EON 36091 I D U R F A C ._ 1.25 FROM J L C PROFESSIONAL ENGINEERING: DRAWINGS A- Z. THE SEAL ON THIS DRONING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS r NAls -: GEFWTIFICATE OF: AUTHORIZATION 49218: CO w0 NE NT FOR AANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. IUD 1: 4::: SPACING 24.0" JREF- 1S4G352_ZO4 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 IH1J UWU HKtYAKtU VKUM UUMI'UItK INYUI kLUAUJ k U1MtIVJ1UIYJJ JUDM111tU UT IKUJJ MtH. 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. 1-10-10 9-10-13 9-10-l'Over 3 Supports R=393 U=2.17 W=11.314" ' 1 R 1017 U=189 3-9-15 R=3022 U=180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTYi4 FL 1 R - Scale WARNING" TRUSSES REOU IRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONOFRIO OR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL MAYE 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 70 Rq 1G i No 42'04 p T C T C B C L L - D L D L 20.0 7. 1 0 0 0. P S F P S F P S F R E F R 3 5 2-- 2 0 6 9 9 SMTTH LUMBER CO ROOF TRljssl0IVISION; DATE 0 7 1 4 0 3 D R W SLTUSR352 S L T - E N G / W M R27ZZ:SOu7H AP6PKA BLV[). APOPKA FL::: 2763 ! 407,299.1:622 FAX; 407z99-9153 .I BUILD THE TRUSSES IN CONFORMANCE KITH TFf; 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 2OGA ASTM A653 GR40 GALV. STEEL E%CEFT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER l s cTATE! OF Pj {VjA('..dR O ` _ B C TOT. L L LD. 0.0 37.0 P S F PSF SEON- 20309 D U R F A C . 1.25 FROM S L CPROFES,SIONALENGINEERING CERTiFIGATE OF AUTIHORRATION 4921:8 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 RTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANYPAANSI TPI 1-1995 SECTION 2. f 4PPP ._ Ju114 ' 03 SPACING SEE ABOVE REF- 1S4G352_Z04 Z22137B - H2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #k2 BOT CHORD 2x4 SP #k2 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 OUR.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 V l< i-10-10 _l 7-0-14 _ I i -E 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 -- OTY 2 FL - 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIFFING, INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFR IO OR., SUITE 200. MAD N. WI 53719). FOR SAFETY PRACTICES FR ]OR TO STRUCTURAL PANELS, BOTTOMSCHORDUHLESHALLHHAVEERW SA PROPERLYDATTACHEDORDIGIDACEILING. 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 NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA ASTM A653 GR 40 GAL V. STEEL, EXCEFT'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 ACCEPTANCENCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS RA_ : ry'I rj J! :NO i27Q4 = 1 : i STATE OF r Prw .:, w a n R,O' 1 C n 9 NA1.:.. TC T C BC BC TOT.LD. LL D L DL L L 20.0 7.0 10.0 0.0 37.0 0 PSF P S F PSF P S F PSF REF R352- -20700 MYTH LUMBER CO Fi00F:TRUSS DIVISION .: 2722 SOUTH APOPKA BLVRii 1FOPKA FL :32703 : 407299-t622 -'`•'° FAX:: 4'0i-299.9153 : : PROFESSIONAL ENGINEERING DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 S L T - E N G / W M R SEON- 38520 D U R . F A C . 1.25 FROM S L C SPACING 24.0" JREF 1S4G352_Z04GERTIFEGATEOF-AUTHORRATION Yt921.8 COMPONENT FOR 'ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. J U ) 1'4: _.. .- .. 722137B - H3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & 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. 4.24 f— IT- 3 0-4-3 1 ' R 115U-180 U-n-0 R=9 U=180 2X4 (A1) L< 1-10-10 3IE 2-9-15--->j 2-9-3 Over 3 SU orts 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 Desi gn Crit: TPI STD FLBC 6.10 ..... _. OT.Y:2 1 R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUIS STE 200, MADISON. MI 53719), FOR SAFETY PRACTICES PRIOR TO LL HAVE STRUCTURAL PANELSPERFORMINGHESFUBOTTOMSCHORDESHAOILHHAVESAPROPERLYDATTACHEDTO ORDGIOACEILIryG 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. iHIS DESIGN CONFORMS WITH APFLIC ABLE PROVISIONS OF HDS (NATIONAL DESIGN SPEC [ FIC AT I ON 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 TOA•. 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 M M. .• S` IF1 " -e No. d2704 ' s* STATE OF .. C P.: ;: IeC / ti O_R 0 v NABFL Tl. T C B C BC T 0 T L L D L D L LL L D . 20. 0 7. 0 10. 0 0. 0 37. 0 P P P PSF P S f S F S F SF R E f R 3 5 2-- 2 0 7 0 1 SMrrH LUMBER CO. f200F: rRl1SSn1V S10N 2722 SOUTH APOPP:A BLVO.' APOPKA FL !3270$ : 407 299 T: 522 FAX:; 407 z99-91 53 PROFE$$ IONAL ENGINEERING DATE 0 7/ 1 4/ 0 3 D R W SLTUSR352 SLT- ENG WMR S E 0 N 21335 D U R . F AC . 1.25 FROM S L C CEFFTIFICATE OF: AurrmORQATI0i47t9216: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1 1995 SECTION 2. Jul : 1:4: SPACING SEE ABOVE JREF- 1S4G352_Z04 LCC1S/ti - tl) TOP CHORD 2x4 SP #2 BOT CHORD'2x4 SP #2 I M13 Uwu rmcrMRCU rmvin Iumr UICR 11Yrv1 LLUMUJ N v1I-IC r101u IY ) Ju01'1111cu u, Ru— I" 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 BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. l -10-4 R=164 U=180 3-10-3 0 R=73 U=180 L<1-4-0111 7-0-1 inE 7-0-0 Over 3 Supports R=359 U=188 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 .QTY:19 FL - 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAOISO 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 HAYS A FRDPERLY ATTACHED RIGID CEl LING. 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 AP LTC PROYISIONS OF No(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER IC FOREST AND PAPER ASSOCIATION) AND TPI. ALP I NE CONNECTORS ARE MADE OF 20GA AST A653 GR 40 GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO••••. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THI5 DESIGN, POSITION CONNECTORS PER P T F j NO 4VO4 1 =, _ 7 : 7 STATE OF Q R`Q w S/WA1 T C T C BC B C T 0 T L L D L D L L L L D . 20.0 7 10 0 37 0 0 0 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 7 0 2 SMYTH LUMBER CO F200F:T ...... IVI510N 2722 156. . APOPKA BLVD,i APOPKA FL 32703 407 2J9-1 522 FAX:::407 2 .. 91 53 DATE 0 7/ 1 4/ 0 3 D R W SLTUSR352 S L T - E N G W M R S E Q N - 38729 D U R F A C . 1 2 5 F R 0 M S L CPROFESSIONALENGINEERING DRAWINGS 16D A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF- 1S4G352_Z04 CERTIFICATE OF:AU ORILAT10N-iiikl : C06PONENT FOR 'ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 1995 SECTION 2. Jul .1:4:: ''- L_-. LLL13/_t5 - t f ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEET'S L/360 LIVE AND L1240 TOTAL LOAD 11-10-4 R=109 U=180 2-10-3 0 R=48 U=180 L<1 4 0'E 5-0-12 5-0-0 Over 3 Supports R=290 U=180 W=8" I MIJ UWU rH trAK tU rnUrl L. UPIVUItn IIN V U I LLUAUJ a UI rIt IV JI U IVJ) Z,U 0111I Itu by IHU JJ Mr K. 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 Design Crit: TPI STD FLBC 6.10 QTY:2 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP] (TRUSS PLATE iNSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53119). fOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHER XI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i R,q 3 fvsP :'P F t qy T C T C BC L L D L DL 20.0 7.0, 1U.0 P P PSF S F S F R E F R 3 5 2-- 2 0 7 0 3 S MYTH LUMBER CO Ii00F TRUSS I 1VISION; DATE 0 7 / 1 4 0 3 DRW SLTUSR352 SLT-ENG WMR 2722:SOLIPH AmPKA BLVD :: APOPKA FL32703- 4 7 298-11322 FAX: 4074299-91 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 20GA AT A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 1' l S TATE:OF i_titi0 R 0 C f ..- BC T 0 T LL L D . 0.0 37.0 PSF P S F S E Q N - 38517 F AC 1.25 FROM S L CPROFESSIONALENGINEERING - iERim&.ASS OF AUTHORIZATION #921 8 DRAWINGS 150 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENTPONFNi DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSI/TPIT1F01995NSECTIONCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N6 J u l 14 ' 0 3::::: SPACING 24.0 J R E F- 1 S 4 G 3 5 2_Z 0 4- LCL1Jlb - t3) I I11J UWU HKtYAKLU YKUM LUMNUILK IN UI ( LUAU J h U1 PICrvJIUrvJ) ZUnI"I1IItU 1ST IKUJJ MYK. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6 F- 2X4(Al) L<1-4-0>j<--2-0-12—>j 2-0-0 Overr 3 Supports R=207 U=1800 W=4" 15T0-4 1_ U=180 R=10 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 Desi n Crit: TPI STD FLBC 6.10 _ QTY::4 FL 1 - R - Scale =.375" Ft. WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. .REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ISO N, NI 53719), FOR SAFETY PRTPAINSiITUTE. 583 D'ONOFRIO DR.. SURE 200, MADPRIOR 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 R i G E ,;No 4VO4 + T C Tl! BC L L D L DL 2 0. 0 7 10. 0 Q PSF PSF F PSfR E F R 3 5 2-- 2 0 7 0 4 SMYTH.. LUMBER CO ROOF:TRL) SSC%MSION:! : - DATE T E7. / 1 4 / 3 DRW SLTUSR352 S L T - E N G / W M R 2722SOLTTI-1 APOPKA BLVOJi APOPKA FL. : 32703 4 7 299-T 622 FAx:"40. ..... 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'S,,j CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t j STATE.OF LQ` V' 0 RioaVp '• BC T 0 T L L L D . 0.0 37.0 P S F P S F S E Q N 20283 D U R F A C . 1.25 FROM S L C i PROFESSIONAL ENGINEERING! CERTIFICATE OF: AUT}IORrLATION W9218 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 14NY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. e,a r,Nt. .... 1uI 'P4 ' 03 SPACING 24.0" JREF- 1S4G352_ZO4 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 R=48 U=180' L<1-4-0-1E 5-0-12 5-0-0 Over 3 Supports R=290 U=180 W=8 I MIJ UWU YKtYA KtU rKUI"I L.UM YUILK 114['UI (LUAU) 8. UI PICINJ 1 U143) 3U0mII,[U-0I IKUJJ I-Ir K. 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 TCOL=5.0 PSF, WIND BCDL=5.0 PSF., PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY.:8 FL 1 R Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING; INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'DNOFRIO DR., SUITE 200'. MADISON, WI 5" 1M 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 yw' FI C+ " l i .:ND.42704 p1A. T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 2 0 7 0 5 DA T E 07114103 Mlfi O. H LUMBER C Fi00FTRU5SnIVIS10N DRW SLTUSR352 S L T -'.E N G W M R2722SOVMAPC)PKA BLVC) : APOPKA FL. :32703 : 407 Q99-1:522 : FAXFA: 407 299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT -AS NOTED. APPLY CONNECTORS TOA EACH FACE OF TRUSS-, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS'PER R, STATE:GF Q R1O B C T 0 T L L L D . 0 . 37.0 0 PSFF P S F S E ON - 38734 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 ENGINEERINGv•~•• RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0 1UREF- 1S4G352_Z04 C EI7TIFI CATS OF AUTHIOR RON AIlN9218' C 2LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI T 1F11995N SECTION U 1. 4- ---- LCC13/IS - U.C) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 1(-TO-4 R=48 U=180 1-10-3 91- 0 R=23 U=180 Lei-4-011-1--3-0-12--->j 3-0-0 Over 3 Su orts R=228 U=180 W=8" i n1J uwu rMLrmmLu rnuri wrmuiEm ir+rui kLUt— a U I 11——1 I— Ui 1n J . 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. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TYtl2 FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 683 D'O NOFRIO DR., SUITE 200, MADISO N. N1 63719). FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO a S QllF * -/.A V _, j N0.4Z7O4 g" T C T C B C L L D L D L 20.0 7.0 10.0 P S F P S F P S F R E F 3 5 2-- 2 0 7 0 6 SMYTH LUMBER CO. itOOF TRUSS n1VI510N DATE 0.7 / 1 4 0 3 D R W SLTU SR352 SLT-ENG WMR27225OUYTlAPOPKABLVD. '. ApOFKA FL 32703 407 299-1 822 ': FAF. 407-299-91 59 " BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP FLICABLE PROVISIONS OF ND (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO••.O EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF i - R Q•+ BC T 0 T LL L D . 0.0 37.0 PSF P S F S E 0 N 38738 D U R F A C . 1 .255 FROM0M S L C yPROFESSIONALENGINEERING ! CERTIFICATE OF AUT1'IORRATION:#92 Db DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING'vl RE.PONSlBiI[TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR+ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION z. Jul 14'03 SPACING 24.0" JREF- 1S4G352_Z04 LCL1,5/IS - L, TOP CHORD 2x4 SP #3 120 MPH WIND, 9.60 FT MEAN HGT, ASCE 7-98, CLOSEDIBLDG, LOCATED ANYWHERE ' BOT CHORD 2x4 SP #3 IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6 —— 9-10-4 0- 10 U=180 9-4-0 R= U=180 2X4 (A1) L<1-4-0 1-0-12 1-0-0 Ove upports R=234 U=248 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:16 FL 1 R Scale =.375" Ft. WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND, T C L L 2 0. 0 P S F R EF _ R 3 5 2-- 2 0 7 0 7 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _ INSTITUTE. 683 O'ONOFRIO DR., SURE 200, MAOISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO r ZIFIC, 1 IA T C D L 7 .0 P S F DATE 0 7/ 1 4/ 0 3PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED J_ /' [ Swrni LumbgR CO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V PRODUCTS. FURNISH A COPY OF THIS DESIGNGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO. 42Z04 = _ BC D L 10.0 P S F D R W SLTUSR352 HOOF TRUSS C 1YISlON: PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLvO 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 M R' APOPKA. FL-32703: BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF t - 407-299-1.622 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOC IATION) AND TPI. ALPINE S ICE CONNECTORS ARE MADE OF 20GA AS A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO t 0 RIOp%t1 TOT . L D . 3 7 . 0 P S F S EON - 20286 FAX: 40T299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y ery•,, N••' y PROFESSIONAL; ENGINEERING :: RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS ryA D U R . F A C . 1 .25 FROM S L C CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jul 14 '0 ANSI/TPI 1-1996 SECTION 2. SPACING 24.0" JREF- 1S4G352_Z04 ASCE 7=98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L".BRACE • 2) 2X6 "L" BRACE •• GROUP A'GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" B' 4" 10' 0" 10' 0" 13' 1" 13' 1" T F STUD 3'' 4;' 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" YO' 0" 13' 1" 13' 1" W O 1 i STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 1 7' 5" 7' 5" B' 7" 8' 7" 11' 8" 11' 8" 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13, 1" 14' 0" Sp 2 3' B" 5' 11" 6' 4" 7' 0" 7' 6" B' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" F' 4"- B' 9" 10' 3" 10' 3" 13' 1" 13' 9" di C DFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" B' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' B" 77" - 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" E U 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' S' 11" 5' 11' 7' 10' 7" 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" w O STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" s P 2 4' 2" fi' 9" 7' 3" B' 0" B' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" W Q0 3 4' 0" 6' 2" 6' 2" B' O" 8' 1" 9' 6" 10' D" 12' 6" 12' 7" 14' 0" 14' 0" DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" e' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3' 5 3 6 11" 6' 11" 9 3' 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7 7 8 9' 9' 0' 10 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" Q S P F 3 4' 2" 6' 11" 6 11' B 9" B' 9" 10 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" H F STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" 0 STANDARD 4' 2" 5' 11" 5' il" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" x 1 4' 8" 7' S" B' 0" 8' 9" 9' 6" 10 6" 11 4" T3' 10" 14' 0" 14' 0" 14' 0" d C S P 2 4', 7" 7' 5" B' 0" e' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" C 2 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0"' 14' 0" D F L STUD. 4' 5" 1 7' 0" 7' 0" B' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 1, 6' 1" 1 6' 1" 1 8' 0" 1 8' 0" 10' 6" 10'.9" 1 12' 5" 1 12' 5" 14' 0" 14' 0" DIAGONAL BRACE OPTION, VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE. FOR 870# AT EACH END. MAX WEB TOTAL LENGTH 15 14'. SYMM. I((' ABOUT Y GABLE TRUSS 2X4 # 2N OR BETTER T + 18" # L +. BRACE BRACING GROUP SPECIES AND GRADES: GROUP' k SPRUCE - PINE -FIR HEM -FIR 1 RD 2STANDA2STUD 3 1 . STUD. #3 STANDARD DOUGLAS FIR - LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM -FIR 1 & BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH t 1 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' B BRACE: SPACENAILSAT2" O.C. IN 18" END ZONES" AND 4" O.C. BETWEEN ZONES. k# FOR, ( 2) "U 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. 2X4 SP OR DF-L #2, r_ OR BETTER DIAGONAL I VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE -CUT L 1 AS SHOWN) AT UPPEREND. CONNECT DIACONAL AT ONTINUOUS BEARIN . iy,• uii VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0",. BUT LESS THAN 11' 6" 2X4 GREATER THAN 11' 6" 2.5X4 MIDPOINT of VERTICAL WEB. R R TO CHART ABOVE FOR C • ''. ELT THISDRAWING REPLACES DRAWING A10030E IN TALL1INGx AND BR CISESNG. RE ER - TRUS REQUIRE EXTREMEIB91HANDLINGIINSTALLING,AND BRACING), PUBLISHED t REF ASCE'7-98-GABIZO9O BY TPI (TRUSS PLATE INSTITUTE, 5B3 'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR - SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL 1 A ;• NO. 42704DATE 09 10 01 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. xx IMPORTANTxx FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DRWG A12030EC0901 ROOF TRUSS DIVISION _ 2722 SOUTH APOPKA BLVD. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS - DES IGNi ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIj OR FABRICATING, STATE OF ENG - APOPKA, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1 522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AR E MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF i Oj •••. • Q r_•e ORIV TOT. LID. 60 PSF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i 71FIOCATEOIFONAL N THIS INDICATES ACCEPTANCE OF EN(31NECRIN ON IBIL SHOWN.THE - OCUMPUN ITY SOLELY ORTHRGAUSCOMPONENTA MAX. SPACING 24.0" CEeDRAWINGS AUT AUTHORIZATION AND THYSSEALBUILDINGIS RESPONSIBILITY OF THE BUILDING DESIGNER, PER -ANSI/TPI 1-1995 SECTION 2. -. v/O t 1/ V.1H131Y .hl ,, t.___ s0 P /-I A T 1 T T-1 T\ T1 FT-1 A T T RIGID SHEATHING REINMI ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015ENO699, A10015ENO699, A09015ENO699, A08015EN0699, A07015EN0699 A1103OENO699, A10030EN0699, A09030ENO699, A08030EN0699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 A1303OECO901, A1203OECO901, A11030ECO901, A10030ECO901. A08530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015ENO699, S10015EN0699, S09015EN0699, S08015ENO699, S07015EN0699 S11030EN0699, S10030ENO699. S0903OENO699, S08030ENO699. S07030EN0699 SEE- APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING .REFER TD HIE-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI CTRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCo. HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION x rIMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 2722 SOUTH APOPKA BLVD. ENGINEERE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 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 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 1 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING - DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION -216 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY F THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. xFICq 1r : No. 42704 STATE OF 4 O.R.1VPGC. 2X6 "T" REINFORCING MEMBER 2X4 "T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" BRA WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 7. 10 7. 2x6 - 40 7 50 7- 110 MPH 30 FT 2x4 10 7 10 7 2x6 50 7 50 7 100 MPH 15 FT 2x4 10 7. 10 7. 2x6 30 7 50 7 100 MPH 30 FT 2x4 10 7. 10 7. 2x6 40 7 40 7 90 MPH 15 FT 2x4 20 7 10 7 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. BO MPH 15 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. 80 MPH 30 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 70 MPH 15 FT 2x4 0 7 20 7. 2X6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7 20 P. 2x6 10 7 30 7. EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP #3 - T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107. = 1,10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" TS DRAWINGS GAB98117 876.719 & HC26294035 REF LET -IN VERT DATE 10/24/01 DRWG GBLLETIN1001 ENG DLJ/KAR TOT. LD. 60 PSF R. FAC. ANY X SPACING 24.0" t 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 11, EXP. B, ENCLOSED-BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D I I 4-0-0 MAXI 12 12 MAX.r— W2X4 W2X4 W2X4 8-0-0 MAX -I I012D] 7uIVl 12 12 MAX.F_ W4X4 W1X3 W1X3 W1X3 W5X4/SPL X3 6-0-0 MAX SPACING) W1X3 4 W2X4 TRUSS DETAIL I UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 807. LENGTH OF IV= VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH Bd BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. NAILS W2X4 OPTIONAL STUB END DETAIL W4X4 Tf OPTIONAL HIP JOINT DETAIL IN COMMON TRUSSES I PARTIAL FRAMING 20-0-0 MAX (++) AT 2 " OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. aM• /i/ THIS DRAWING REPLACES DRAWING A105gjsj///i/ qWARNING-- TRUSSES REDUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED G TC LL 30 30 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED„ C DL 20 15 7 PSF DATE 06/25/99 - TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHAL(; SMYTH LUMBER CO. PROT--RFURNISHCAECOPY No.42704 : * R IMPORTANA OFCTHISNG. DESIGN TO THE INSTALLATION CONTRACTOR. ALPI C DL 10 10 10 PSF DRWG VALTRUSS0699 R OOF TR USS DIVI510 N ENGINEERED PRODUCTS. [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = 2722 SOUTH APOPKA 6LVD, DESIGN; ANY FAILURE jO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, = j C LL 0 0 0 PSF ENG MLH/KARHANDLING, SHIPPING, INSTALLING.AND BRACING OF TRUSSES. DESIGN CONFORMS WITH- APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AND TPI. ALPINE CONNECTORS ARE MADE O •'.' STATE O F Q OT. LD. 60 57 PSF55 407-299-1 522 ASSOCIATION) OF 20GA5 ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: d07-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED DN THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A •,• ,' O 'c O O I O P .••_` i1 •• ` R I V DURYAC.1.25/1.33 1.15 1.15 PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Sj a••E J? SPACING 24' CERTIFICATE OFAUrHOR1UTION N921BRESPONIS [IBiI ITYDOFSTH FBUILDING DESIGNER, FORANY NANSI/TPI 11-1995 BUILDINGTHE CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'73") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. VALLEY RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) r (A) C) ( B 3) 16d BOX NAILS 4'0" TYP. ( B) 1--(2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING 3) 16d BOX NAILS, OE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN UVffllY1V1Y 111LU01)" 3 lAl r..'t UL. 2) 16d BOX NAILS, TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING 3) 16d BOX NAILS, TOE -NAILED GIRDER THIS DRAWING REPLACES DRAWING V105-CONV WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T HIB-9! (HANDLING INSTALLING AN BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 'ONQFRIO DR., SUITE 200, MADISON, WL 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P 4iF1`\`v••Q IF'C/1••, 41 ' C LL 30 4 jj DI, 2O 30 15 40 PSF 7PSF REF CONY. VALLEY DATE 06/25/99 SMYTH LUMBER CO. PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G" 16,.. i ROOF TRUSS DIVISION IMPORTANT -;FURNISHA COPY OF THIS ESIGN T THE INSTALLATION CONTRACTOR. ALPINE BC BC VL 10 10 10 PSF DRWG VALCONVF0699 2722 SOUTH APOPKA BLVD. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS TO DES ON; ANY FAILURE T BUIL THE TRUSSES IN CONFORMANCE WITH TPI; R FABRICATING,' S Np• 42704 y 0 0 0PSF ENG MLH/KAR APOPKA. FL 32703 HANDLING, SHIPPING, AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299- 1522 FAx: 407- 299-9153 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 STATE OF TOT.=LD. 60 55 57 PSF C.1. 25/1.33 1.151.15 i iPROFESSIONALENGINEERINGDRAWINGS160 A-Z. THE SEAL ON THIS DRAWING IN ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE S •. CERTIFICATE OF AUTHORIZATION#021 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI t-1995 SECTION 2. P`:• j_O•.- 4 In R, \ CING SEE ABOVE SON A1. TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER PIGGYBACK DETAIL REFER TO SEALED DESIGN FOR DASHED PLATES.' SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. A A EITHER, PLATE LOCATION IS I; MI E 20' FLAT TOP CHORD MAX SPAN II 2' TY MAX SIZE OF 2X12 2 OR,BETTER A Em E E E B OPTIONAL SPLICE g (/i B D B D—SPLICE B B B 11--AC C C 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 00000Qooe 0 O O o 0 0 0 0 o o o 2 0 0 8 1/4" ' 1 ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. UAQ?, WING REPLACES DRAWINGS 634,016 634.017 & 847,045 INSTALLINGI-AN RUSSESBRACINGEOUIREREERXTOEMEIB 9IRE IN (HANDLING IINSTALLINGNDLING, SHIPPING, AND BRACING), PUBLISHED MAX LOADING REF PIGGYBACK BY TPI (TRUSS PLATE INSTITUTE, SB3 D'ONOFRi DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL Ji v IF'+ •• a ! '9T'• 55 PSF AT DATE 06/25/99 DRWG PIGBACKBO699SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. v 1.33 DUR. FAC. ROOF TRUSS DIVISION 2722 SOUTH APDPKA E IMPORTANT —FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, yR •: NQ, 42704 i 50 PSF AT Ei•N(s` DL,1/KAR6LVD. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 9•25 DUR. FAC. 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 A653 B__ FAX: 407-299-9153 ASTM 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 47 PSF AT 2' DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1.1 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 CERTIFICATE OF AUTHORIZATION fl921B RESPONSIBILITY OF THE BUILDIDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 0 _t O•• ACING 24.0NG N AL r BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X6 TRULOX SIZES (1X3 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 1 9 1 8 1 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 1 8 1 7 17 6 4 + + 4 + + 9.5 MAX 3X8 TRULOX ** 18 1MAX 4 ** 4 3X12 TRULOX 2X8 WEDGE 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 W'ARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, / INSTALLING AN BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHE - ,•`WN/ /y/ 'I'C LL PSF REF BC FILLER BY T.PI (TRUSS PLATE INSTITUTE, 583 'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR Nx SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IN ICATED,"(IFIC,q•,p,' DL PSF DATE 06/25/99 TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLSMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT.- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ••- •• B DL 10.0 PSF DRWG BCFILLER0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVO. ESI GN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, ?- NO• ('270( C?LL - PSF -ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH — APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = TOE LD. - PSF 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAx: 407-2999153 ASTM TRUSS A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OF AND. UNLESS OTHERWISE LOCATE N THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A •• FAC.1.0/1.15/1.25/1.33 PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT ESIGN SHOWN. THE •.•• CERTIFICATE OF AuTHORRAT10N R92113 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i OAl r.• ACING 24.0' RESPONSIBILITY OF THE BUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. /i (1 R 1 0 STE.PDOWN CORNER SET TOP CHORD 2X4 SO. PINE„ #2 N, SEE TABLE BELOW FOR HIPJACK GRADE 2 TYI BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00, 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #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# J1 J3 J5 ** J7 3.00 12 # TO6.00 W2X4 1' 3' 5 7• rl R=463#; W=3.50" END AND CORNER JACKS HJ ' 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 2 HIP bR CbMMON TRUSS 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 3) 16d TOENAILS 2.12 12 W2X4 TO4.24 I I W2X5 i W3X4 OR SIMPSON 3/4" THJA26 9-10-13 OVER 2 SUPPORTS R=652#, W=3.50" HIPJACK T"M x-WARNING,- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH 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 407-299-1522 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-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION #921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE - RESPONS[BILITY.OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. PR IFIC,gNFs No. 42704. STATE OF 0'•'°Cn_e_iV P_.c ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 PSF TOT.LD. 50 MAX PSF. DUR.FAC. 1.25 THIS DRAWING REPLACES DRAWING HC11795029 C LL y DL BC1--L IjC 1, TOTE LD. 30 15 10 0 55 MAX MAX MAX PSF PSF PSF PSF PSF REF 7' STBK CS DATE 06/25/99 DRWG CS7SBK3A0699 ENG SJP/KAR FAC. 1.33 L.W-ACING SEE ABOVE i CLB WEB BRAG SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE , FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING, ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 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 x-WARNING.- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING. INSTAL LI NO AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL wIMPORTANPROPERLYATTACHEDRIGIDCEILING, T+"><RFURNISHACOPY OFTHISDESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS SOUTH APOPKA BLVD. DESIGNI ANY FAILURE 'T BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 2722 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH Ara PICA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299. 1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM FAX: 407- 299-9153 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 PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AUTHORRATION #9216 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE CERTIFICATE OFRESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. No. 42704 p • STATE OF T-BRACE OR L- BRACE T-BRACE L-BRACE SCAB THIS DRAWING REPLACES DRAWING 579.640 LL DL DL LL LD. PSF PSF PSF PSF PSF REF CLB SUBST. DATE 06/ 25/99 DRWG BRCLBSUB0699 ENG MLH/ KAR ACING ' e FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs i Residential Whole Building Performance Method A 1, Project Name: LA TA p Builder: M RRISO ME Address: r 1.1 Permitting Office: City, State. Permit Number.. Owner: MOMISDN HOVA S Jurisdiction Number Climate Zone: Central lD 9/5 7c 1. New construction or existing New 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I __ 4. Number of Bedrooms 4 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft) 1846 ft2 7. Glass area & type Single Pane Double Pane a. Clear glass, default U-factor 253.0 ft' 0.0 ft' _ b. Default tint 0.0 ft' 0.0 ft2 _ c. Labeled U or SHGC 0.0 ft2 0.0 ft2 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. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11I Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A R=0.0, 201.0(p) R R=4.1, 1150.4 ft' R=11.0, 17.0 ft2 _ R=11.0, 418.0 ft' _ R=30.0, 1851.0 ft2 _ Sup. R=6.0, 1.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating iystems a, Electric Heat Pump b. N/A c. N/A 14. Hot water, systems a. Electric Resistance b N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, 11F-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as -built points: 27499 PASSGlass/Floor Area: 0.44 Total base points: 28780 I hereby certify that the plans and specifications covered by this calculationare in complian ith the Florida Energy Code - PREPARED BY: h/0VA DATE: I hereby certify thatAthis esigned, is in compliance with the Code. OWNER/ AGE. DATE: Cap: 35.0 kBtu/hr SEER: 12.00 Cap: 35.0 kBtu/hr _ HSPF: 780 Cap: 50.0 gallons _ EF: 0.86 PT, _ Review of the plans and Sr`T8 specificationscoveredbythiso40 o calculation indicates compliance with the Florida Energy Code., S, Before construction is completed this building will be inspected for compliance with Section 553.908 cov yc' Florida Statutes. rvE BUILDING OFFICIAL: DATE: EnergyGaugeO ( Version: FLRGt8 v3.30) f H FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #. BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 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 A 0 38.0 47.10 0.97 1737.9 Single, Clear 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 I A 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 EnergyGauge@YRaRE&2001 FLRCSB V3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details i ADDRESS: , , , PERMIT #. 0 BASE AS -BUILT Summer Base Points: 36235.9 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 0.950 12400.7 EnergyGaugeTM DCA Form 600A-2001 EnergyGauge@/FlaRES2001 FLRCSB v3.30 FORM 60OA-2001 t v WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT It I 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, Clear WV 5.0 4.0 16.0 14.97 0.99 222.7 Single, Gear NW 1.4 12.5 24.0 14.97 1.00 358.9 Single, Clear NE 1 A 8.0 38.0 14.70 1.00 558.9 Single, Gear NE 1 A 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 1A &0 19.0 11.59 1.01 . 222.6 Single, Gear SW 1.4 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 752A Concrete, lnt Insul, Exterior 4.1 1150.4 3.31 3802.1 Exterior 1167A 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 4588.6 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.01 4.001 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: 52.0 330.4 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: 1861.0 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: 201.0 502.5 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 EnergyGauge&FIaRES'2001 FLRCSB v3.30 I FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #. BASE AS -BUILT Winter Base Points: 6665.6 Winter As -Built Points- 9322.E 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) 1.000 1.078 x 1.160 x 0.95) 0.438 0.9w 4603.6 5565.6 0.6274 3491.9 9322i!6 1.00 1.188 0.438 0.950 4603.E EnergyGaugeTm DCA Form 60OA-2001 EneWGauge@/FIaRES2001 FLRCSB v3.30 f ` I FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details , a I ADDRESS: ... PERMIT #. r 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 10256 28780 1 12401 4604 10495 27499 EnergyGauge'rm DCA Form 60OA-2001 Energy&uge 6PE9T009 UCEB V3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cftn/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 . Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor_ EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1 ABC.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 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 112" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoorsi dampers; combustion space heaters comply with NFP have combustion air. RA_99 nT1 F:0 DD11=Cf`01DT1%1F MFAgI IRFg Imnst ha mpt nr pYcppdprl by all rPgiciPnr-Ps_t 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 builtin heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and. plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min_ insulation_ HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge"" DCA Form 60OA-2001 EnergyGauge®/FIaRES2001 FLRCSB v3.30 PERFORMANCEENERGY DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case?. Yes _ 6. Conditioned floor area (ft2) 1846 ft2 c. NIA 7. Glass area & type Single Pane Double Pane _ a. Clear - single pane 253.0 ft' 0.0 ft, _ 13. Heating systems b. Clear - double pane 0:0 ft2 0.0 ft2 __ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 112 0.0 ft2 _ d. Tint/other SHGC - double pane b. N/A 8. Floor types a. Slab -On -Grade Edge insulation R=0.0, 201.0(p) R __ c. NIA b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R=4.1, 1150.4 ft2 _ b. Frame, Wood, Exterior R=11.0, 17.0 ft2 b. N/A c. Frame, Wood, Adjacent R=11.0, 418.0 ft2 _ d. NIA c. Conservation credits e. N/A HR-Heat recovery, Solar . 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1851.0 ft2 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan; 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed}:Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) 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 energy performance score is only available through the FLARES computer program. This is-ot a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPADOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf. edu for information and a list of certified Raters. For information aboutFlorida's Energy Efficiency Code For Building Construction, contact the Department ofCornmunityAffairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.30) RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House 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 = 227 cfm 2 Winter infiltration bad 1.1 x227 cfm x 32 °F VVlnterTD = 7982 Btuh 3. Winter infd ratim HTM 7982 Btuh / 305 ftz Total window = 26.2 Btuh/W and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 17008 W x 0.0167 = 113 cfm 2 Summer inidlraton bad 1.1 x113 cfm x 18 °F SummErTD = 2245 Binh 3. Summer ina ation HTM 2245 Btuh / 305 ftz Total window = 7.4 Btuh/fe and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 113 cfm = 3344 Btuh rrviceuure u - r-quipmraluoldtilly waua 1. Sensible sting load Sensible ventilation bad 1.1 x 50 cfm vent x 18 °F Surrn -erTD 990 Bluh Sensible bad for structure (Line 19) 26307 Bluh Sum of ventilation and stnxture bads 27297 huh Rating and temperature swing multiplier x 0.98 Equipment stung load - sensible 25751 Bbih 2 Latent sting bad Latent ventilation bad 0.68 x 50 cfm vent x 43 grAb moistdiff. 1474 Btuh Internal loads = 230 Btuh x 6 people 1380 Btuh Intbation bad from Procedure C 3344 Bluh Equipment stung load - latent 6198 Btuh Construction Quality is: a No. or F-replaces is: 0 Bold/italic values have been manually overridden Printout oeffied by ACCA to meet all requremenls of Manual J 7t1 Ed. C wnghtSoft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 EAFi(esIMORRISON 2002%LANTANA\LANTANA.rsr Page i r L_ Notes: gmDesign ;information: _.- „ Weather. Orlandq AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 35205 Btuh Ventilation air 0 cfm Ventilationhe t badloss 35205 hg Infiltration Method Sanp66ed Construction quality Average Fireplaces 0 Heatinn Cool" Volume (V) 17008 17008 Air cha es/ttour 0.80 0.40 Equiv. AVF (din) 227 113 Heating Equipment Summary Malmo Trade Efficiency 4 FSPF Hwting Heating output 0 Bhuh @ 47°F Heating tend rise 0 OF Actual heating fan 1200 cfm Heating air flow factor 0.034 dmrBtuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Demon TD 18 OF Daily range M Relative humddy 50 % Moisture ci ferience 43 grAb Sensible Cooling Equipment Load Sizing Structure 25307 Btuh Ventilation 9W Btuh re swing 3.0 OF Usesigftig. data n Rat ming multiplier 0.98 Total sens. equip. bad 25751 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3344 Btuh Total latent equip. load 6198 Btuh Req. ta<al tpacty at 0.W-k SHR 2. bacl 8 ton h Cooling Equipment Summary Male TPA\E Trade Efficierzy 120 EER Sensible 000lbg 28320 Bhrh Latent cooling 7080 Btuh Taal coo" 35400 Btuh Actual cooling fan 1200 cfm Cooling air flaw factor 0.046 dnYBtuh Load sensible heat ratio 81 % Bold/italic values have been manually overridden Pre>mut certified by ACCA tcl rned a0 requirernents of Manual J 7#1 Ed- t VVrjghtS4Dft Right -Suite Residential— 5.5.06 RSR26017 2002-Oct-18 13:38:02 EAFilesWORRISON 2002WANTAWLANTANA.rsr Page 1 x RIGHT-J WINDOW DATA R DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 1048-02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 i W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY/LIV/DIN a n ne b c n 0 n 1 1 90 1.0 5.0 1.0 3.0 62-4 15.0 0.0 a n ne a c n 0 d 1 1 90 1.0 1.4 6.5 6.0 39.4 24.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.4 20 6.0 47.4 38.0 1.8 KIT NOOKiFAM 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 b n sw a c n 0 d 1 1 90 1.0 1 A 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 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 2.0 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 ram. wrightSaft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 M_ EAFileslMORRISON 20021LANTANA\LANTANA.rsr Page 1 9IGjiTd WORKSHEET nt re Ouse DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-18-02 109 COMMERCE STREET LAKE MARY FL 32746-6208 Phone: (407) 831-2665 MAdroornt71hEd 1 Narediocm ErtieF FIDYA VM KIT NOCKFAM 2 Ler tl d`E %el 291.0 ft 620 ft 15.0 x 240 ft 120 ft 16.0 x 120 ft 36.0 ft 16.0 x 21.0 ft 3 Raunds 4 Cekxp Corxg Option 9.2 ft hedtnd d 9.4 ft hed" 9.4 ft haatknd 9.4 ft hee6od Am, Load ( ) Area Lcad(8hii) Arm LoadW) Ata l) D IFE ND Htg ICl9 ft CI9 ft G9 ft Htg C19 ft Htg. Clg 5 Gio% a 143 4.6 21 138E 345 113 0 EVosed b 1x 29 1.9 E6 d 0 a. Wit and c 13C 3.2 1.2 1 partitions d e 0.0 00 0.0 0.0 0 0 d. 0 0 0 6 VN'xbvsa-d a 1C 37.0 7362 0 0 0 0 14A 19m a. glass doors b 8C 37.0 53 0 19m 0' 0 0 0 0 0 0 0 Fkatrg c 9C d 1C 35..7 37.0 0 0 0 0 0 0 0 0 0 e 7L 20.8 0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 7 V41 sard NoM 2J.4 7 153 2 33 1882 0 0 glass doors NEA V11 FJ V 43.4 0.0 86 0 3i33 0 0 0 0 0 0 R9 c56W 47.4 1 7561 1°" 1717 p h p SuJh Horz 0.0 0.0 0 0 0 0 0 0 0 0 0 m, 0 8 Clherdoors a 1 147 9.9 34 339 33B 0 0 0 0 0 0 0 0 0 b 11A 18.9 127 18 0 229 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 9 a 143 4.6 21 115D 5301 m 1301 583 11 527 0 0 1w 0 5C9 0NA b c 12C 13C 29 3.2 1.9 1.2 17 418 1317 33 489 17 1 33 291 0 0 0 0 0 0 0wztand partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0. QO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Oeitirgs a 16; 1.1 1.4 1851 193 25E5 380 38D 499 1 203 0 0 355 0 496 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 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 0 0 0 0 0 f 0.0 0.0 0 0 11 Floors a DA 25.9 0.0 37l 5210 0 62 1607 0 1 311 0 0 0 933 0 0 0 Note: room b 19; 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P-TEber c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 isdiso. for slab d a GO 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 GO 0 0 0 0 0 0 0 12 Iffl ation a 26.2 7.4 7982 2243 111 29M 817 C 0 0 91 2 82 6R1 S1LtoFal bss 6+8_+11+12 32776 10T33 1034 81730Lessedarrolheft d 0.»...,.p 0 13 Lesstrarder 0 0 0,a......0«... e. 0Hergrecli&W On Dud lss 3If0 1 101310 11147 103 1 1 81 Total tom=13+14 16 ht gams @ 6 - 18M 1 0 0 ""' 1 tl"° 0 12A 12M 2 - 24M 23916 0 64 1 7(l52 17 Slt1L1t RsH g)tF7 2+16 0 0 Less edard00*9 0 ,„„ 0 0 - 0 •d* 0 Lessirarsfer 0 , d.. 0 - 0 .++. 0 18 toting reci nbtborr Duct RS1 1 1.07 23M 1 641 7 10 1. 170 1 1o' 1. 705 19 Total IgairF(17+18) PLF 20 Air regffed (C) pru W ow fled by ACCA to meet al requmnerb of Manual J 7th Ed. wraghtscsiFt Right -Suite ResidentialTM 5.5.06 RSR26017 2002-Od-18 13:38:02 I&K E:\Files\MORRISON 2002\LANTANA\LANTANA.rsr Page 1 Dui RIGjjT;,j WORKSHEET Enure ryouse DEL AIR HEATING,AIR CONDIIIONING,R 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job: LANTANA 10-18-02 MMU/ L 71hEd 1 Narrle own i8R4CFr DEN ER3 BrFI2 ER2CFr M SITTIG 2 Ler0dOq osedvel 130 ft 220 ft 0.0 ft 13.0 ft 3 rdlcincyrenixr, 13.0 x 14.0 ft 11.0 x 11.0 ft 13.0 x 6.0 ft 11.0 x 13.0 ft 4 CeMgs C orr9. Option 9.4 fti 9.4 ft haatbod 8.0 ft I hest of 9.4 ftj hood TYT ECf CST HTM Arm Load (Btiil) Area Load (Eh tt) Arm Load (Ehh) Area Load W) Dff FiE ND. Htg C19 ftl Hg I Clg M Hlg Gig ft) F#9 09 M Ht9 I Cl9 5 Gross a 143 4.6 21 122 207 0 1 b 1x 29 1.9 0 0 0 1° ` v and c 13r 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 6 ftdonsad a 1C 37.0 19 702 19 702 0 0 1 702 class doors b 8C 37.0 0 0 0 0 0 0 0 peatrg c 9C 387 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 0 0 0 C 0 e 7L 23..8 0 0 0 0 0 0 C 0 f a 0 0 0 0 0 0 C 0" 7 VVrdwmad NoM 20.4 1 18 1 16 O 0 O lass doors WEM 43.4 0 0 0 0 0 0 1 749 UUFQ ENV 0.0 0 0 0 0 0 0 0 SE,6W 47.4 18 853 18 858 0 0 0 Sodh 0.0 0 0 0 D 0 0 0 Ho¢ 0.0 0 0 0 0 0 a 0 0 8 0111erdoors a 1CD 14.7 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 c QO 00 0 0 0 0 0 0 0 0 0 0 0 9 Net a 143 46 21 ice 476 213 18E 8615 397 0 0 0 1 476 213 eposed b 12C 29 1.9 0 0 0 0 0 0 0 0 0 C 0 0 vv&ard c 13C a2 1.2 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e QO 0.0 0 0 0 0 0 0 0 0 0 0 0 f GO 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceitirgs a 16G 1.1 1.4 182 1 252 121 128 168 78 82 108 1 151 1 98 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 D 0 0 0 0 0 0 0 0 11 Floors a 2A 25.9 0.0 13 337 0 22 570 0 0 0 0 1 337 0 Note: morn b 193 1.1 QO 0 0 0 0 0 0 0 0 0 C 0 0 penrreber c 0..0 GO 0 0 0 0 0 0 0 0 0 C 0 0 isdispl. d 0.0 1O 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f QO 0.0 0 0 0 0 0 0 0 0 0 0 0 121 Irfittration a 1 262 7.4 19 437 14D 19 437 14D 0 0 0 1 497 1,T 13 Stdolai 1oss::6+8 +11+12 23k4 2783 d°• 82 2163 1 m 100A 276"" 10 8 10' 216 14 15 Dutbss Tatallow =13+14 20 31M 91 2379 w 16 1rt gnus Teo* @ 3D 0 0 0 0 0 0 C0 Appl. @ 12[D 1 600 0 0 0 17 SLW RSH g 3rF748 +12+16 20M 1571 10B 1299 0 Less ediffreioodtg 0 a 0 0 0 0 Lesstiar sfer 0 0 0 0 0 a. 0 Coolirg redstribtion 1 298 1 157 10 11 1 13) 18 19 D Total RSHgwr-(17+18)nF 1.00 22W 1.00 17: 1.00 11 1.00 14D 2) Air required (drr>) 104 a 1 79 3 5 81 Pr Thout certified by ACCA b meet all requaem nts of Manual J 7#1 Ed. wa 7g1 7tsO C Right -Suite Residential- 5.5.08 RSR26017 2002-Oct-18 13:38:02 K CA EAFiles\MORRISON 2002\LANTANA\LANTANA.rsr Page 2 RIG iTd WORKSHEET tntue Ouse DEL AIR HEA-nNG,AIR CONDITIONING,R Job: LANTANA 10-18-02 109 COMMERCE STREET LAKE MARY FL 32746-0206 Phone: (407) 831-2665 1 MPIVLXJ7thEd Nam drown MEM MBIi C AM 3 a .md 0.0 ft 1aox soft 27.0 ft 120x 15.0ft 9.0 ft 6.0x 8.0ft 7.6. ft 7.0x 6.0ft 4 Owings Gtx 1 Option 8.0 ft teaftd 9.4 ft hEddkncl 9.4 ft hae bod 9.4 ftl hatood TYFECF CST HTM Arm LcadW) Area Load Ph) Arm LoadW) Area Lcedw) E>FCSUT= NO Htg Clg R') Htg I Clg ft Htg Clg ftj Htg I Gg fn HQ C19 5 C a 143 4.6 21 0 141 0 vat and c 13C 3.2 1.2 0 113 parhticns d 0.0 0.0 0 0 0 0 e GO 00 0 O 6 ftcbnsard a 1C 37.0 0 0 28 U5 0 0 c c 0 0 Gass doors F1ealY g b 8C o gC 37.0 38.7 0 0 0 0 0 0 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 4tl" e 7L f 208 0.0 0 0 0 0 0 0 0 7 VWxb and Pbrth 204 0 0 0 0 0 0 0 C* 0 0 yms doors wm 43.4 0.0 0 0 0 0 28 0 11CB 0 0 0 0 c0 Cadug ENV SE6W 47.4 0 0 0 0 0 0 0 0 0 0 O ti.. 0 0 South Haz 0.0 0.0 0 0 0 0 0 8 Cberduas a 1CD 147 9.9 0 0 0 0 0 0 0 0 0 0 D 0 C IE 0 W 0 229 b 11A 18.91 127 0.0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 c 0 0 c 0.0 9 Et a 143 4.6 21 0 0 0 113 0 521 0 233 0 0 0 0 0 0 0 0 0 0 0 aposed walsand b c 12C 13C 29 3.2 1.9 1.2 0 0 0 0 0 0 113 356 132 85 258 93 4 151 56 d 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 partitias e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 f 0.0 0.0 0 10 CeiGrgs a 16G 1.1 1.4 1 1 234 1 1 2Q 51 0 67 0 44 0 58 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 D 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 e GO 0.0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 D f 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 9 0 233 0 0 0 c 181 0 0 0 rbte: roan b 193 1.1 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 Perin Eter is displ. c d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 for slab floors) a f 0.0 ao 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Irffratbn a 2521 T4 0 0 0 25 731 206 0 0 0 1 471 132 13 SltjohNloss=".+11+12 1O 3 11O Less eAardteatirg 0 a. 0 a 0 Lesstdrsfer 0 0 0 0 0 14 f rebon Duct loss 10° 1 u» 1 38M 100 55 607 10° 119 1307 15 Total kxs=13}14 1 16 Int gai s Peope @ 300 0 0 1 3D7 0 0 0 0 0 c"" 1 '« 0 60D 12 D 0 a.. 0 234 0 7 4 1 10 17 S1tIot RSH g 7+a+12+16 0 0 Less ad3rdcoft 0 0 0 0 pLesstransrer 0 a 18 re tron Dudgain 10 1.OD 23 25B im, 1.OD 222 24C 10 1.00 t°" 17 1ffi 1 1.00 10B 1184 19 Taal RSH gavr=(17+18) PLF 7 12 133 112 21 B "" 45 23 Air mcpAed 04 PrtrlhoL(t certified by ACCA b meet al requhment of Manual J 7th Ed. X~"c 7tsoft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 A& E:\Files\MORRISON 200ZLANTANA\LANTANA.rsr Page 3 MUSt hove p renlm m c tlryer to roof c N' 18.13 pl.n I \ gottorn qIxA scale n/e•-ro• Pnronce of 4 Inchec mound the air Mndler 8.q. 9• g nhu Energy code. 0.11 tluct both clod roof cop fon bnth d. o roof cop fnn-light 3• bn;h tluct Yo rooi copfon 42X42 A/CIN LAB BY BLDR M 2' FROM WA Rating D Qp Zu. fl sf fn M Y o Q Cs m U A J S Q bz a w F- Oo oa D o QI Q•• .. > Z Z Ei IL 3 7 J O ::) Q Lr m CL J(/) 0 in n TERMITICIDES REGISTERED IN.FLORIDA FOR PREVENTIVE TREATMENT OF NEW CONSTRUCTION J. 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 ingtedient Registration# ARMOR -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE TETRAHYDRATE 59905-9 BIFLEX SFR TERMITICIDE / INSECTICIDE FMC CORP. BIFENTHRIN 279-3177 BIFLEX TC TERMITICIDE / INSECTICIDE FMC CORP: BIFENTHRIN 279-3112 BOARD DEFENSE IN-CIDETECHNOLOGIES, INC. TETRAUM OCTABORArE 44757-20ETRAHYRRATE BORA--CARE IVISUS CORP. DISODI,UM OCTABORATE TE[kbRATE 64405-1 CHLORPYRIPHOS PRO TERMITICIDE MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-122 CONCENTRATE CYREN TC SPECIALITY TERMITICIDEI CHEMINOVA CHLOROPYRIFOS 67760-10 INSECTICIDE CONCENTRATE DEMON TQ.' SYNGENTACROP PROTECTION, CYPERMETHRIN; 10182-107 INC. DRAGNET SFR FMC CORP. PERMETHRIN 279-3062 TERWTICIDEIINSECTICIDE DREXEL CHLORPYRIFOS TERMITICIDE DREXEL CHEMICAL COMPANY CHLORPYRIFOS 70907-7-19713 DURSBAN TC DOW AGROSCIENCES. CHLORPYRIFOS 62719-47 FIRSTLINE GT PLUS TERMITE BAIT FMC CORP SULFLURAMID 279.3196 STATION ; LABYRINTH TERMITE BAIT ENSYSTEX, INC. DIFLUBENZURON 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 TERMITICIDEIINSECTICIDE SYNGENTA CROP PROTECTION, PERMETHRIN 10182-95 INC. PREMISE 75 INSECTICIDE IN WATER BAYER CORP IMIDACLOPRID 3125-455 SOLUBLE PACKETS file://C:\WINDOWS\Temporary%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/02, APPROVALS NES REPORT MIXING DIRECTIONS APPLICATION DIRECTIONS PRESCRIPTION TREATMENT B 223 RAND TC WHITMIRE MICRO-GEN DIFLUBENZURON 499-488 PREVAIL FT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3082 PREVAIL PRE -TREAT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3209 PREVAIL TC TERMI.TICIDEANSECTICIDE FMC CORP. CYPERMETHRIN 279-3131 RECRUIT II DOW AGROSCIENCES. LLC HEXAFLUMURON 62719-272 SHELL -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE TETRAHYDRATE 59905-6 SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRIN 61036-287-72113 TALSTAR TERMITICIDEIINSECTICIDE FMC CORP. BIFENTHRIN 279-3208 TALSTAR TERMITICIDERNSECTICIDE FMC CORP. BIFENTHRIN 279-3205 TENGARD SFR ONE-SHOT TERMITICIDE! INSECTICIDE UNITED PHOSPHORUS, INC PERMETHRIN 70506-6 TERMIDOR 80 VVG TERMITICIDE/INSECTICIDE AVENTIS ENVIRONMENTAL SCIENCES USA LP FIPRONIL 432-900 TIM-BOR PROFESSIONAL • UNITED STATES.BORAX & CHEMICAL COMPANY DISODIUM OCTABORATE TETRAHYDRATE 1624-39 TERMITICIDE TIC ARIZONA CHEMICAL GROUP, INC CHLORPYRIFOS 55431-1 TRIBUTE TERMITICIDEJINSECTICIDE CONCENTRATE AVENTIS ENVIRONMENTAL SCIENCES USA LP CYANO 432-767 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 according to label directions. Pesticide Product Brands: 34 Corripanies: 22 Listupdated: 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:\WINDOWS\Temporary.%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/0 A_RARO A`lk A PRODUCT OF NISUS CORPORATION eiO3 For the Prevention and Control of: TERMITES, CARPENTER ANTS, WOOD DESTROYING BEETLES, and DECAY FUNGI FOR BOTH INTERIOR AND EXTERIOR USE For use in and around Homes, Apartments, Garages, Museums, Public and Private Institutions, Schools, Hotels, Hospitals, Kennels, Stables, Farm Buildings, Trucks, Trailers, Warehouses, Supermarkets, Restaurants and Food Processing Plants. Authorized by the USDA for use on Non -Food Contact Surfaces in Edible Product Areas of Official Establishments Operating under the Meat, Poultry, Shell Egg Grading and Egg Products Inspection Programs. ACTIVE INGREDIENT: EPA Reg. No.64405-1 Disodium Octaborate Tetrahydrate (Na,B4O,, * 4H2O): ........ 40.0% EPA Est.64405-TN-1 INERTINGREDIENTS: ................................................ ....... 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. DIRECTIONS 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 directly to treat the soil. STORAGE AND DISPOSAL Do not contaminate water, food or feed by storage or disposal. PESTICIDE STORAGE: Store in a dry place. Do not store where children or animals may gain access. Do not freeze. PESTICIDE DISPOSAL: Do not contaminate water when disposing of equipment washwaters. Wastes resulting from the use of this product may be disposed of on site or at an approved waste disposal facility. CONTAINER DISPOSAL: Triple rinse (or equivalent). Then offer for recycling or reconditioning, or puncture and dispose of in a sanitary landfill, or incineration, or if allowed by state and local authorities, by burning. If burned, stay out of smoke. CLEANUP: Use soap and water to clean up tools. SAFE HANDLING PROCEDURES Applicators and other handlers must wear long-sleeved shirt and long pants, socks, shoes, chemical -resistant gloves, and protective eyewear. When applying BORA-CARE® in confined spaces, it is recommended that ventilation or an exhaust system be provided. If this is impractical, the use of a NIOSH approved respirator with an organic -vapor removing { cartridge with a prefilter approved for pesticides (MSHA/NIOSH approval prefix TC-23C), or a canister approved for pesticides (MSHA/NIOSH approval prefix TC-14G), or a NIOSH approved respirator with an organic vapor (OV) cartridge or canister with any N, R, P or HE prefilter is recommended. Spills and over -spray may be cleaned with a damp cloth or absorbed with appropriate materials. (Refer to the BORA-CARE® Material Safety Data Sheet for additional health and safety Information.) T"M 100 Nisus Drive, Rockford, TN 37853 MADE IN THE U.S.A. (800)•264-0870 www nrsuscorp.com 1. 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 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. Aliow.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 ratioudifinrnmay beeorTermites 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 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: Cerambycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scolytidae Carpenter Ants: Camponotus Brown Rot, White Rot, and Wood Decay Fungi BORA-CARE® can be used on all cellulosic materials including wood, plywood, particle board, paper, oriented strand board (OSB), cardboard and wood composite structural components. In areas where a soil treatment/barrier termiticide treatment is required by law, BORA-CARE® should be applied as a supplemental pretreatment to protect wood from subterranean termites that may penetrate chemical gaps occurring in termiticide-treated soil. As a remedial treatment, BORA-CARE® will both eliminate and prevent Infestations of Formosan, subterranean and drywood termites, wood boring beetles, carpenter ants and decay fungi. It may also be used as a supplement or alternative to fumigation in order to provide long term residual control. Since BORA-CARE® is applied directly to the wood, it can be used in areas where environmental contamination Is of concern (nearby wells, cisterns, etc.). The active ingredient in BORA-CARE® Is an inorganic salt and once in place, it will not decompose or volatilize out of the wood. Treatment is long lasting as long as the treated material is not exposed to rain, continuous water or, ground contact. Older wood boring beetle larvae (particularly Old House Borers) already present in the wood at the time of treatment may occasionally emerge sometime after treatment. This will not occur frequently enough to cause structural damage to any wooden member. 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. 2 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, floorjoists and any wood exposed to vertical access from the soil. On wood where access is limited to one (1) or two (2) sides of wood members, such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution. Wait at least 20 minutes between applications. Apply at a rate of approximately one (1) gallon of BORA-CARE® solution per 200 square feet of floor area (400 square feet of wood surface area), C. Buildings on slabs maybe treated by applying BORA-CARE® solution into wall voids by locating each stud and drilling a small hole through the wall covering to gain access to the infested area. Drill holes adjacent to the side of each stud every 18-24 inches along its length and inject at least 1/3 fluid ounce of BORA-CARE® solution per hole. Drill at least one hole per stud bay near the floor in order to treat the base plate in each void. Treat entire wall areas as opposed to single stud bays in order to Include the infested area completely within the treatment. zone.. D. Wood flooring can be treated by spray, brush or roller application. It will be necessary to remove any existing finish by complete coarse sanding or stripping prior to application. Apply a two 2) parts water to one (1) part BORA-CARE® (2:1) solution at a rate of approximately one (1) gallon of solution per 500 square feet of floor surface: 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 jW 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 jjgbt sanding and application of finish coat. E. For treating voids, wall studs and wood members not accessible by conventional application methods, spray or mist solution into voids and channels in damaged and suspected Infested wood and/or through small holes drilled into walls and baseboard areas. Holes should be spaced no.more than 24' apart along each member to be treated and at least one (1) hole must be drilled between each wall stud when treating base plates. Use sufficient amount of material to cover all areas to the point of wetness. NOTE: Existing insulation may interfere with distribution of the BORA-CARE® solution. If necessary, remove or displace insulation prior to treatment. F. Foam applications: BORA-CARE® can be applied to bare wood surfaces and void areas as a foam by mixing two (2) parts water with one (1) part BORA-CARE® (2:1) and adding 3 to 8 ounces of foaming agent per gallon of mixed solution. Apply foam being sure to completely fill 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 apace. G. Foam insulation may be treated by injecting a two (2) parts water to one (1) part BORA-CARE® (2:1) solution into the infested area and/or low pressure surface spraying at a rate of one (1) gallon per 300 to 400 square feet. NOTE: Some types of foam insulation, such as polyisocyanurate and extruded polystyrene, have closed cell structures which do not allow significant penetration from surface application. These types of foam should be Injected, as well as surface sprayed, to achieve proper control or prevention of infestations. V. PREVENTATIVE AND/OR PRETREATMENT FOR WHOLE HOUSE PROTECTION FROM SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI NOTE: This treatment serves as a primary treatment for the control of Formosan and subterranean termites. Pretreatment should be performed at a point during the construction process when the greatest access to all wood members is available. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing Is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE® 1:1) solution to all wood surfaces to the point of wetness. Concentrate application in areas susceptible to attack, to include all sills, plates, floor joists, piers, girders and subfloors. Treat wood in all plumbing, electrical, and ductwork areas where they penetrate walls or floors. Treat all base plates and studs on Interior and exterior walls, especially those surrounding any high moisture areas such as bathrooms, kitchens and laundry rooms. For buildings built on slabs, treat all wood in contact with the slab as well as all interior and exterior wall studs and wall sheathing material. In attics, treat all wood including ceiling joists, trusses, top plates, rafters and roof decking. Be sure that all sill plates and wood contacting garages and porches are treated. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all exterior wood including siding, facias, soffits, eaves, roofing, porches, decks and railings (refer to Sections Vill and IX for complete exterior application information). M 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 waterto 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 perimeter of the structure with a 24-inch wide band of BORA-CARE® solution beginning with the sill area and extending upwards onto the sheathing material. On multiple story structures, treat only the first story above the masonry foundation level. Coated or painted wood may be treated by pressure Injecting BORA-CARE® into holes drilled into the wood at eight (8) to ten (10) inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. B. Buildings on Slabs: Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE®(1:1) solution to all base plates and the bottom 24 inches of all studs on all exterior and interior walls. In areas where access Is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE®'solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all wood in plumbing walls and apply to any wood in bath traps as well as wood adjacent to plumbing, electrical conduit and duct penetrations in order to provide a minimum 24-inch wide barrier of treatment between the soil and the balance of the structure. V 11. PREVENTATIVE TREATMENT FOR DRYWOOD TERMITES AND POWDERPOST BEETLES Apply two (2) coats of a five. (5) gallons water to one (1) gallon BORA-CARE® (5:1) solution to all wood surfaces to the point of wetness using a brush, spray or mist. Wait at least 20 minutes between applications. VIII. TREATMENT OF EXTERIOR WOOD SURFACES LESS THAN TWO INCHES THICK SUCH AS DECKS, SHEDS, SIDING AND FENCES Apply only to bare wood or to wood surfaces where an intact water repellent or finish is not present. If necessary, remove paint or finish prior to application. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all wood surfaces. Apply two (2) coats of BORA-CARE® solution to heavily infested areas and to those surfaces where access is limited to one (1) or two (2) sides of wood members. Do not apply in rain or snow. Exterior wood surfaces must not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather Is expected, protect exterior treated surfaces with a plastic tarp. For wood In contact with the ground or soil, see Section XI'. A. Finishing and Maintaining Treated Surfaces: For long- term protection, exterior wood surfaces which have been treated with BORA-CARE® will require a topcoating with a water resistant finish such as paint or exterior stain. The finish or topcoat should be applied within six (6) weeks of treatment. It is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. IX. TREATMENT OF LOG STRUCTURES, TIMBERS, BEAMS, PILINGS AND EXTERIOR WOOD MEMBERS TWO OR MORE INCHES THICK Apply only to bare wood or to wood surfaces where an intact water repellent or other finish is not present. If necessary, remove paint or finish prior to application. Interior, unfinished surfaces which have accumulated dirt or cooking oils should be cleaned with a strong detergent prior to treatment. Apply a one (1) part water to one (1) part BORA-CARE® solution to the point of wetness to all interior and exterior wood surfaces. Refer to application chart for minimum amount of BORA-CARE® to treat various size logs or beams. Typically, two (2) coats of solution will be required to treat round logs 10" or greater in diameter and rectangular logs larger than 6" x 121. 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. I,1 X. DIP TREATING LOGS AND LUMBER XI 11. WARRANTY LIMITATIONS AND DISCLAIMER A dip treating solution may be prepared by mixing five (5) parts water to one (1) part BORA-CARE® (5i1) . This will result in a stable solution containing 9% active ingredient. Bundled wood must be stickered in order to allow the solution to cover all wood surfaces. Logs and/or lumber should be submerged in the solution for at least one (1) minute or until all entrapped air has escaped. Protect treated wood from rain or snow for at least 24 hours after treatment. XI. TREATMENT OF WOOD IN CONTACT WITH THE GROUND A BORA-CARE® treatment to wood in contact with the ground or soil has a limited lifespan and will require periodic reapplication. Protection may be extended with the use of products such as JECTA®. XII. APPLICATION RATES TABLE A. Dimensional Lumber 1 Gallon of Diluted Minimum Amount of Lumber Size BORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Lineal Feet 1 x 4 1,200 Lineal Fee 0.8 Gallons 1 x 12 400 2.6 2 x 4 600 1.6 2 x 6 400 2.6 2 x 8 308 3.2 2 x 10 240 4.2 2 x 12 200 5.0 4 x 4 300 3.4 4 x 6 200 5.0 4 x 8 150 6.8 4 x 12 100 10.0 6 x 6 133 7.6 6 x 8 100 10.0 6 x 10 80 12.6 6 x 12 68 15.0 Because of varying conditions affecting use and application, manufacturer warns buyer that these may impair or vary the results or effects of the use of this product. In any event, complete prevention of decay or insect infestation is not guaranteed. Neither the manufacturer nor seller shall be liable in respect to any injury or damage suffered by reason of the use of this product for a purpose not Indicated by the label or when used contrary to the directions or instructions hereon nor with respect to breach of any warranty not expressly specified herein. Buyer accepts this material subject to these terms and assumes all risk of usage and handling except when used or handled in accordance with this label. It is not intended that this product be used to practice any applicable patent, whether mentioned or not, without procurement of a license, if necessary, from the owner, following investigation by the user. BORA- CARE® and JECTA® are Registered Trademarks of NISUS Corporation. MADE IN THE U.S.A. TABLE B. Panels, Siding and Plywood 1: 1 or 2:1 dilution ratio) 1 Gallon of Diluted Minimum Amount of Thickness BORA-CARE® Diluted BORA-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 Diameter BORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Lineal Feet 6 167 Lineal Feet 6.0 Gallons 8 96 10.4 10 61 16.4 12 43 23.4' NOTE: The numbers listed above are based on an application rate of one (1) gallon of BORA-CARE® solution to 400 board feet of wood. R IS1 cbR P OR A Tj ION 100 Nisus Drive Rockford, TN 37853 800- 264-0870 www. nisuscorp.com Na tional. Service Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 ® l Phones 7031931-2187 Fax: 703/931-6505 INTERNAMNAL website: www.nateval.org CODE COMM. 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 nisusCci)-nisuscorp.com www.nisuscorp.com 1.0 SUBJECT BORA-CARESTermiticide, 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! of subterranean termites. BORA-CARE kills the termites through ingestion. The active ingredient in BORA-CARE is Disodium Octoborate Tetrahydrate (DOT), which is a mixture of borax and boric acid. BORA CARE utilizes a patented formulation of this mineral salt DOT) and glycols. to penetrate and protect the wood. When BORA-CARE is applied to bare wood, it penetrates the wood and deposits DOT. Diffusion of BORA-CARE into the wood continues after application until there is uniform distribution of the active ingredient In the wood member. BORA CARE is water.soluble. When fresh wood with no sealants is treated with BORA-CARE, the borate penetrates completely through the wood member, therefore, the wood member is permitted to be cut after treatment is complete. , 4.0 INSTALLATION 4.1 General BORA-CARE Termiticide is installed in accordance with the manufacturer's published installation instructions and this report. Applicators of BORA-CARE shall be trained by the Nisus Corporation and shall be licensed pest control operators. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. 4.2 Application BORA-CARE is a concentrate that must be diluted with water before use. The dilution rate is one part water to one part BORA- CARE for all pretreatment applications. Prior to dilution, BORA- CARE is a thick viscous liquid similar in appearance to honey. When diluted and mixed, the solution has the same consistency as water. BORA-CARE is applied by spraying, brushing, and injection. BORA-CARE is not a restricted category pesticide, but shall be applied by a professional pest control operator in accordance with local, state, or federal pest control regulations. BORAA CARE is clear and odorless. All wood surfaces shall be treated according.to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of a structure containing a crawl space or basement when the wood comes into contact with'the foundation walls or support piers. This treatment includes the joists, headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for a minimum of 20 minutes between applications.. Pretreatment is performed at a point during the construction process when the greatest access to all wood members is available. Typically at the dried -in stage of construction when all structural wood and sheathing is in place yet prior to installation of insulation, mechanical systems, electricalwiring, and plumbing. 4. 3 Protection from Water Since BORA-CARE is water soluble, ,treated wood shall be protected from rain and snow. For long term protection, exterior surfaces shall be coated with a water resistant paint or stain. Interior surfaces exposed to repeated moisture contact, such as shower stalls, bath houses, etc. shall be protected by a water resistant paint or stain. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not make any warranty, either expressedorimplied, as to any finding or other matter In this report or as to any product covered by this report This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 1 of 2 Paae 2 of 2 I Report No. NER-617 6.0 IDENTIFICATION 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the Each container of BORA-CARE® Termiticide, Insecticide and code official, shall be submitted at the time of permit Fungicide covered by this report shall be labeled with the application. manufacturer's name/and or trademark and this National Evaluation Service evaluation report number, NER-617 for field 7.2 BORA-CARE shall be applied by applicators trained by identification. the Nisus Corporation and shall be licensed pest control operators. 6.0 EVIDENCE SUBMITTED 7.3 BORA-CARE shall be installed in accordance with the 6.1 Manufacturer's descriptive literature, specifications, and manufacturer's published installation instructions and installation instructions. this report. 6.2. Test report, lab test of BORA-CARE treated wood and 7.4 In areas where a soil treatment/ barrier termiticide untreated wood exposed to subterranean termites, treatment is required by the applicable code or local Formosan Subterranean Termite and Eastern code official, BORA-CARE is applied only as a Subterranean Termite, Ft. Lauderdale Research & supplemental pretreatment and is not a replacement for Education Center, University of Florida, Document No. required treatments or barriers. IRG/WP/1504, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 7.6 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 BORA-CARE is water soluble and shall be protected as Subterranean Termite, Ft. Lauderdale Research & noted in Section 4.3 above. Education Center, WAS, University of Florida, May, 1993, Masahiko Tokom and Nan-Yao Su.. 7.7 BORA-CARE has not been evaluated as a treatment for resistance to termites on LVL products. 6.4 Test report, January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 This report is subject to re-examination on a periodic the subterranean termite feeding and tubing near basis. For information on the current status of this Gulfport, Mississippi, comparison of treated and Evaluation Report, consult the NES Product Evaluation untreated wood floor joist, Mississippi State University Listing or contact the NES. Forest Products Laboratory, Terry L. Amburgey. 6.5 Test report, January 1998 Progress Report, 73 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L Amburgey. 6.6 Test report, January 2001 Progress Report,110 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.7 Test report on efficacy of BORA-CARE applied to OSB, plywood, pressure treated wood and FRT N, 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: ONE BY WOW — BUCK BY OTHERS CAULK BETWEEN WNDOW FLANGE i woco BUCK CONCRETE OR ONMASRY 0PENING BY OTHERS EXTERIORFINISH BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE J WNOow FRAME HERDER HID SHIM AS REDID ONE BY WOOD . SEE NOTES) 1 1/4' MIN. BUCK -BY OTHERS BUCK WIDTHINSTALLATIONANCHOR EMBEDMENT 3/fE' D6L TAPCWH 1/4' SHIM ( SHIM AS RE013 SHOWNIle TYPE SPACE .MAX (SEE NOTES) CAULK BETWEEN WINDOW FRAME WOOD BUCK .Se JAMB - G CONCRETE MASONRY OPENING OR MASONRY BY OTHERS _ OPENING BY OTHERS d 4\-INSTALLAnoN 1 t/4• MRL. ANCHOR ENemMENT - T/HiVP N 9HowNPERIMETER• CAULK 4 BY OTHERS cAtlix eetwEE7F WOOD BUCK k WINDOW WIDTH MAS'Y OPENING T/ 4' SMM BY OTHERS 71SPACEMAXEXII:BIOB CA" BETWEEN WINDOW FLAN FINISHEXTERIOR WOOD BUCK BY OTHERS SECTION. 2 WINDOW WTFL A B C L uD / . WINDOW HGT. f G a Q H CAULK BETWEEN WINDOW FLANGE PRECAST SILL WITH VULKEI PRECASR silt - 116 ADHESIVE CAULK OR E LaAT O N BY OTHERS - 'APPROVED EQUAL SECTION 1 VIEWED FROM EXTERIOR CnqFm 1) 1) S 'D. AT EACH INSTALLATION ANCHOR WITH LOAD "NO SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/e. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY SOS& EXIESI4B w NDDIN GHTFLANGE TYPE SILL FRAME ILLPERIMETER CAULK BYOTHERS3) USE LATEX CJ K BEHIND WINDOW FLANGE AT HEAD k .WHBS. SILL MUST BE ATTACHED To THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VULIOM 116 ADHESNE CAULK. AT FRAME SILL MM. COMPLY WITH SEKANf WWUFALRURER' s RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL MOUND DaER10R OF WINDOW R' Ahm 6) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF AM E13O0 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OwanED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING CUSS SINGLE HUNG SEFUCL c F-Fr rp..ai. }.pQOORML a..O. J_F'. Al R: lLt UC A CTUi. M NAIS e GFJVERAL AL Ur4(!J UM — v A CT'vn 1:H n r a -:21, COMPARATIVE ANALYST ON CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WOTH/HOGHT EXTERIOR INTERIOR HEAD dAIm . 12 1319 to If 26 19 to X 3A 09 7892 758 BFA 14 19 /A X so 9A 39 51 B FA FA144-4 19 1/8X 54 5A 54 54 - 6 FA 14+ 5 19 IA X 55 6/6 52 52 45B BFA Is 619 to X 63 t9 I X 72 45 4046 F 1 tH31/2x 29 1/3 X Y 3/4, 51 51 B BFA IM261/X % 50 6A 44 4244 42e BF.C. 1H4+4 26 1/2 X 64 &/A 41 41 8 FA 1 144+5 26 1/2 X 55 6A 26 40 40 FA IH51/1 11 63 e 40G C3OX2 30 1A X 24 44 3OX3301/2 X 36 3A M 4040 30" 30 1A X W BA X 54 40 40A 3OX44-4 3OX4+ 5 30 1/2 6A V to X 55 &A 40 40A 3OX6 30 lA X 53 40 40 22 x 37 X 38 3A 1 4040.G24 A2337X509A4040A2444AR___LGxA_ 37 X 54 tN 37 X 53 sA 40 4040A24+540JU2537x634040637X7240,64626 48x46 X 35 3A 40 404041150 048MSA 45400 404844-5C481+ 4- IXf 5544 &AA 48 X 55 6A 4 4040 4093 48 X 53 40 40G.HJ 32 33IA' x 26 53 45 45 6 9 F.G f.G 34 53 ih X 50 6A 40 s" 4400 408 F G ILA 3444 34+5 53 IA % M 6/6 53 to X 55 0A 40 4040 B. FAmt F. G.H,1 35 53 to X 63 -_ 40 40 B F i 38 53 I X 72 40 40 B. 1) WHERE WATER RESISTANCE TEST REGUHEMQIT OF 1SX OF DESIGN LOAD APPLIES. POSITIVE DE90d LOADS WILL BE LISTED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHEVED IN TEST. 2) INSTALLATIOW FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' p - TAPCCN ANCHORS OF SUFFICIENT LENGTH TO PROVIDE WX 1-1/4. EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CKAFM J) SEE E7.EVATION FOR KEY TO TMC ON LOCATIONS. 4 MSTALL /5 SCREWS OF SUFFIC2ENT LENGTH TO PROVIDE 3/4• MM. EMBEDYER7'T INTO WOOD BUCK AT n,HERHOLES. FACTORYAPPLIEDINSTALLATION5) IF EXACT WINDOW 82E R NOT LISTED IN ANCHOR CHAIR, USE ANCHOR QUANTITY LISTED MIN NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE R EO D. - V 4 1001 M. &.by Rd • Cpe666oe, T2 75006 • P.Q -BXx 619oa • 6a6a. IX 7591 ASSEMBLY DRAWING NGLEWUNOWINDOW SFiilEb1440J1540TDLSIicuX BB N/A OZ 20-dL IM m; BY EON ma 10/26 01 B 7EN-0012 PREPARED Or PRMIL7 TEWHMM CORP. 230 IWrOtMTMNAL PKT. SUITE 250. IIFJXH OA•, FLDRM U7. 40 PHOIE 407 005-CM FAX 407 00-006 CAULK BETWEEN WOOD BUCK k MASONRY OPENING BY OTHERS ONE BY W000 BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE k WOOD BUCK BY OTHERS PERIMETER CAULK BY OTHERS GLAZING WNDOw HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR 3/16" qA TAPCON 1 i MAX. BUCK WIDTH SHIM SPACE SHIM AS REO'D 1-1, AN, CONCRETE OR (SEE NOTES) lll ASCK+Rr OPENING EMBEDMENT BY OTHERS RANGE TYPE SHIM AS REO'D. wR+DOw FRAME - CAULK BETWEEN SEE NOTES) JAMB 4 WOOD BUCK h Q NAVY OPENING BY OTHERS I GL A2ING Gl 1—i/4' MIN. IN$iALLAT10N ANCHOR EMBEDMENT 3/16" qA TAPCON T t/i MAX. AC ONE BY YOODOTHSHIM. SPACE BUCK BY OTHERS EXTERIOR CAULK BETWEEN PERIMETER CAULK wINDOw FLANGE BY OTHERS WOOD BUCK WINDOW WIDTH CONCRETE OR MASONRY OPENING BY OTHERS FLANGE TYPEQ WINDOW FRAME SECTION 2 STUCCO HEADER BY OTHERS .. CENTRAL FLORMA B•O.A.F• WINDOW MANUFACTURER NAME: HEEIIGHT WTH. ' F A " 4N lYM RANGE TYPE NOON FRAME SILL EN t Pri. U.,I F. N RAI NOT C• iTIA61 1 A C 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING $HW; uAx. ALLOWABLE SHIM STACK TO BE 1/4'. - D E _ 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHINDIKESUBSTRATEWITHVULKEM11116 ADHESIVECAULKCAULK ORJAPPROVED EOUAL, 8E ATTACHED TO N HEAD & 4) APPLICATION OF VULKR4 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT 2 MANUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) CLASSTHICKNESSMAYVARYPERTHEREOUIREMENTSOFASTMI" DO Ou55 CHARTS• j 7) WHERE WATER RESISTANCE TEST REOUIREUENT OF T51< OF DESITBI LOAD APPLIES. POSITIVE DESIGN WINDOW LOADS WALL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. I B) INSTALLATION: FLANGE FRAME mNDDw IN CONCRETE OR MASONRY OPENING USE 3/16" Dlh HGT. H TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. I_,/i EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART- 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. t0) INSTALL /B SCREWS OF SUFFICIENT LENGTH -TO PROVIDE 3/4' um. EMBEDMENT INTO WOE BULK AT ALLOTHERFACTORYAPPLIED' INSTALLATION HOLES. IF FACTORY APPLIED NC•i5 ARE NOT PRESENT. B SCREWS SHOULD BE PLACED AT MAX. 6' FROu CORNERS k'MAX. 24 D.C.. 11) IFE%ACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITt USTEO WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DEVON PRESSURE REO'D. 12) GENERAL1450SERIESPICTUREWINDOWISSHOWN. THS,PRINT ALSO APPLIES TC THE 1550 SERIES. MARBLE SILL STOOL BY OTHERS PRE —CAST SILL CAULK BETWEEN MNDOW FLANGE BY OTHERS g PRECAST SILL WITH VULKEM Tf6 ADHESIVE CAULK OR APPROVED EOUAL SECTION t G ELEVATION VIEWED FROM EXTERIOR. 4 1oo1 W. Cresb, Rd, ColroNm. TX 75066 • PA: Be: IT9o22.Oafim. TI 75 IWaw•L Ix;ttll/1Gx INSTALLATION. NTAIL SERFS 1450/ 1550 FLANGE PIN BA A cn0. 1tN/ a eY `AEaA• _ t_' tt1G; GEHC'- SHEATHING BY OTHERS 8 INSIIALATION ANCHOR CREW SHOWN (TYP.) EXTERIOR—\ FINISH BY OTHERS PERIMETER CAULK 6Y OTHERS FIN TYPE WINDOW FRAME HEADER F'XTFRI PERIMETI BY DIRE 6SCR' INSTAL/ ANCHOFTYP.) EXTERIOR FINISH GA 3 CAULK BETWEEN FIN /8 NSTALARON ANCHOR SCREW SHOWN (TYP,) _ _ _ __UA T SHIMASREO'D. 7117H1LiAG'iTatl d: SHEATING (SEE NOTES) BYXOTTHHEO S I- MIN. FIN TYPE CAULY '`ETWEEN _ 1 utr tL J} ? EMBEDMENTWINDOWFRAMESHEA " h FIN S' Yl,? jf J JAMB BY Oi. RS 2 X WOOD 8Y OTHERS I' MIN. EMBEDMENT SHIM AS REO'D. SEE NOTES) - SHEATHING BY OTHERS WINDOW WIDTH-- EXTERIOR FINISH BY OTHERS FxTFRiO PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT COMPARATIVE ANALYSIS k ANCHOR CHART WINDOW DESIGN PRESSURE No. OF /8 SCREWS NO. OF 0.090 Du. NAILS SIZE ( INCHES) CAPACITY IN PSF REO•D: IN FRAME REOb, IN FRAME WOTH/ HEIGHT EXTERIOR INTERIOR HEAD SILL O I!A. JAMB HE AO SILL O EA JAMB 16 X 30 102 109 2 2 2 2 3 2 22 23 16 X 40 16 x 50 83 6383 632 22 2 j 3 20 X 30 86 e6 2 2 2 3 3 22 24 20 X 40 73 73 592 22 3 2 2 20 X 50 0 X 60 59 4848 2 2 3 2 2eX30 28 z 40 57 5 6 2 2 3 i' 2 2 28 X 50 i6 4 2 3 2 2 30 X 30 52 52 2. 2 2 2 2 3 2 22 3 30 X 40 49 49 432. 2 3 2 2 30 1 50 X A3 40 2 2 2 7 X 3830 a io 2 3 3 3 3. 3e X 4o 40 40 3 3 3 3 38 X 50 11 4 3 3 S 40 X 3D 40 io 3 3 3 3 40- z 40 40 3 3 3 y 3 40 X 50 4 40 440 43 3 y 43 IS 4 WINDOW WTH.-+y _ - ANCHOR ( TYP.) O O O 0' 0 1). SHIM AS REO'D. A03-CENT TO EACH NSTALLAT(ON ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4'• 5 STOOL O/// O `2 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063. BY OTHERS 24' O.C. 3) USE LATEX CAULK BEHIND WINDOW FIN AT MEAD. SILL k JAM8S. MAX ( TYP.) 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. O - 0 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASIm E13W GLASS CHARTS. SINGLE GLA21NG IS SHOWN. INSULATING CLASS IS ALSO GUAUFIED. EOUALLY SPACE 6) WHERE WATER RESISTANCE TEST REOUIIEMENT OF 15% OF DESIGN LOAD APPLIES P CHItVE IN TEST - ANCHORS WINDOWANCHORS (TYP,) LOADS WILL BE LIMITED TO ADO PSF DUE TO WATER TEST PRESSURE OF 6.0 P3 ACHIEVED IN TEST• HGT: 7)' INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO By WOOD STUDS. USING O O 0.090 IN. CIA NAILS OR /6 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. t' EMBEDMENT INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED INANCHOR CHART. USE ANCHOR pUANTITY LISTED "IN NEXT LARGER SIZE. p O 9) GENERAL ALUWNIM'S 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO ME 1940 INSULATING GLASS' SINGLE HUNG SERIES SHIM AS REO'0. 0. 6" M SEE NOTES) o *o o. o o AX. (TYP.) 2 X WOOD BY OTHERS • 7-MAX (TYP.) A CAULK BETWEEN 'F WINDOW FW 61 ELEVATION SHEATHINGIMI X OosOT Rd, Co-0— 71 75006•PA. 9- 619071•D/Aot• T3 7! BY OTHERS EMBEDMENT VIEWED FROM EXTERIOR _ SSEMBLY DRAWING SHEATHING J//- SECTION BY OTHERS A SEINES" 1140/1940 TDL SINGLE HUNG WINDOW BB N/A Xna °^ W tHc u•I.I[II 9, Eor — 11/DS/O7 8 1 GEN-01 I' MIN.. WINDOW WIDTH 1/4• MAX. SPACEEMREDMENTSHin SHEATHING BY OTHERS 2 X By WOOD BY OTHERS SHIM AS REDID. I 2 % IHERBrOTHERS CAULK BEHIND FIN FIN TYPE WINDOW 10 INSTALLATION FRAME JAMB CXTERIDR ANCHOR SCREW FINISHBYOTHERS 1' PIK SHIM AS RED'D GLAZING EMBEDMENT PERIMETER CAULK SEE N07ES? TBYOTHERS 114' MA SHIM SPACE Ex TCR1OR PERIMETER CAULK FIN TYPE BY OTHERS WINDOW FRANC 18' INS'TALLATION HEADER 4NCK.W SCREW EXTERIOR COMPARATIVE ANALYSIS & ANCHUK LHAKI W W DESIGN PRESSURE M0. OF 1B SCREWS NO. OF 0.099 D10. NAILS REOUIRED IN FRANCSIZEC,APACITT IN PSF REOUIRED IN FRAME INCHE S> WIDTH/NEIGH EXTERIOR INTERIOR MEAD L SILL ! E0. JANB MEAD L SILL !E0. JAMB 20 . 30 40 40 2z 23 2 2 20 X 40 AO 40 2 3 2 3 20 z 50 20 4040 404 2 3 30 30 40 40 z 2 2 3 3a . 40 a04o z 2. 3 30 X SD D . 40 404 z 2 C 14040x40 40 3- 23 3 3 40 X 40 40 40 3 3 3 4 40 X 50 40a 40 3 3 y 4 xs0 >0 40 440 2 44 3 50 X 40 40 40 3 4 4 so . 50 So . 60 4040 4040 3 4 y 1 40 40 4 FINISH CAULK BEHIND FIN By OTHERS S.1V ar .r.i V d 1FJL4®ILC1lHYA ia. ®.A. . SECTION 2 SHEATHING BY OTHERS MANUFACTURER RNAME: GLAZING CF/VERT4L Ac r /MrN SCE N_ WINDOW VID1H MASTER F U - E%TER1U( EXTERIORWINDOW HEIGHTo 0 0 0 Imo) WH RE WATER RESISTANCE TEST RCOUIREKENT OF TS-/.. DESIGN LOAD APPLIES. BE TO 40.0 PSF DUE TO WATER TEST o POSITIVE DESIGN LOADS WILL LIMITED PRESS( RC OF 60 PSF ACHIEVED IN TEST. 2) 1NSTALLATIDw FIN FRANC WINDOW IN WOOD FRAME OPENING WITH TWO By VOOB STUDSUSING48SCREWSOFSUFFICIENTLENGTHTOPROVIDEMiRI. CMHCDKEIR 24. O.0 INTO SUBSTRATE OR OD99 IN. W _ PAILS. USE DUAMTITT LISTED MAX. (TTPJ 3) IF EXACT WINDDW SIZE IS MOT LISTED 1N' ANCHOR CHART, 0 0 2 VITM " I LARGER SIZE. 4? SHIM AS RED'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM EOUAICT SPACE MAX. ALLDVABIE SHIM STACK TO BE 1/4'. S) WINDOW FRAME MATERIAL+ ALUMINUM ALLOY 6061 WINDOW HEIGHfANCHORS (TTPJ 6) USE LATE% CAULK BEHIND WINDOW FIN AT MEAD, SILL L JAMBS. PERIMETERSEALAROUNDEXTERIORFLANGE.ARTSFINTYPOWINDOW - 7> USE LATEX CAULK FOR E1300 GLASS CHARTS. 8).' ASS THICKNESS MAY WART PERREDUIRENENTS AST" 13 0 GL S FRAME SILL SILL TTDOL BT OTHERS c SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO OUALlFIED. ISSHOWN. THIS PRINT ALSO 9) GENERAL PLIESTLUMIIN SERIES PIRI v1N WINDOW SHIM AS RE71). 6- MAX. CTTPJ 0 0 0 0 6- MAX. CTTPJ kAX PERIMETER CAULK BY OTHERS SHIM SPACE SPACE FI_ EVATION KO INSTALLATION VIEWED FROM EY.TERIOR ANCHOR SCREW Hd.•Cortdlwl TX 75M-PD. 9m BI907t•01los, TI TSSBI EXTERIORFINISH1W1Jr. CA1dY BY OTHERS - oa4-1CSp1— INSTALLATION DETAIL CAULK BCHIND FIN zx WOOD ByOTHERS - SERIES 1100/1900 FIN PV 1' ' MIR EMBEDMENT ' BB N/A o•+ L .N SHEATHINGaY OTHERS SECTION 1 y/ 0 DATE I'MIREW)S1DN03/05/02 caw B - GEN00'c_ y 4- P L. a .LL•Cw w)ra Iw. aC. In • av ..0 ,• ... .w. BT,OTHERS CAULK BETWEEN WINDOW - FLANGE L WOOD BUCK CONCRETE OR By OTHERSOPEN1 By Rs i EXTERIOR FINISH— BT OTHERS PERIMETER CAULK HT OTMERS FLANGE TYPE WINDOW FRAME HEADER WINDOW EXTERIOR HEIGHT I. FLANGE TYPE — WINDOW FRAME SILL PERIMETER CAULK BY OTHERS ONE BY WOOD BUCK BY OTHERS T) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING $HRH. MAX. ALLOWABLE SHIM STACK TO BE 1/-'. INSTINSTALLATION ANCHORINSTDIN. TAPCON 3) VANODW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX,CAULK BEHIND wwDOW FLANGE AT MEAD. SILL h JAMB$. A) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW FLANGE. SHIM AS REO•D 5) GLASS THICKNESS MAY vARY PER THE REOURREMENTS OF ASIM E1300 GLASS CHARTS. cSEE NOTES) 6) DESIGN PRESSURE CAPACITY OF WINDOW L INSTALLATION IS LIMITED TE- 40.0 PSF. 7) FOR INSI ALLAY101 or FLANGE FRAME WINDOWS IN CONCRETE OR MASONRY OPENING. USE 3/16' DIA. TAPCDN TYPE ANCHORS OF SUFFICIENT LENGTH TO PROWIDC YIN. I-1/A• EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS L L4' O.C. NAX. BET WEEK B) BUILD DOWN.ARDUND CURVED PORTION CIF. WINDOW FRAME TO BE ENGINEERED By OTHERS. 1-1/:• MIN. Q EMBEDMENT BUILD DO —I MUST BE OF SUFFICIENT STRENGTH TO A CDUATELY TRANS•eR LOAD FROM a M WINDOW TO THE STRUCTURE. 9J ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIM17 USE DF THIS T Vv MMK PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS I SHIM SPACE THAT CAN BE MANUr ACTURED FROM THE 1430/1550 SERIES DESIGNER FINED VINDOV FRAMING SYSTEM. CENTRAL FLORIDA B.O. M. MANUFACTURER Nam: MASTERER Y' ILO # TLADIL Ott. SEE MOTEL BUCKHEIGHT SRIN AS REO'D CSEE NOTES) OE by WOOD yr NAX. SHIM SPAEC a a EXTERIOR FINISH d G By OTHERS CAULK BE7vCEN WINDOW 1-1/A• MIN. FLANGE L WCOD BUCK _ EMBEDMENT CONCRETE OR 1NS7ALLATION ANCHOR MASONRY OPENING 3/16• IA. IAPCON BY OTHERS CAULK BETWEEN WOOD BUCK L NASoNRY OPENING BY OTHERS - SECTION I I WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR n 7 71-rIL- WIuDOW WINDOW HEIGHT HEIGHT z 1 1 MAX. mod, S' MIDI All" - SHIM SPACE SKIM AS RE Lr— 1-1/4• IN. tSEE N07CS) I EMBEDMENTT E TYPE CAULK BETWEEN 3W FRAME WOOD BUCK L MAS•Y OPENING a BY OTHERS Q ifP INSTALLATION ANCHOR SO MOTCb C 3/16' DIN. TAPCON DME By VOOD PERIMETER CAULK BUCK BY OTHERS er DTHERS CAULK BETWEEN EXTERIOR FINISH WINDOW FLANGE BT OTHERS - WOOD BUCK vIxOW VIDTN CONCRETE Ot 14ASDNRY OPENING SECTION BY OTHERS I .fJ WINDOW WIDTH El EVATI0N VIEWED FROM EXTERIOR 1 •}L IDOL t. C-by Rd, Cmalbh TX 75006. P.O. 3 819M • DAM TE 7S21 I AVI INSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550' DESIGNER PICTURE WINDOW I N/A I cNW wtc Rvr. v.xcA yT, .-le[v1nXM G a. ECM _ 3/20/02 B I GEN-EN 4 SHE AILING I' MINByOTHERS EMBEDMENT ' CAULK eEHINO FIN EXTERIOR FINISH By OTHERS CAULKCAULKERCBrOTHERS FIN TYPE . FRAME HEADER I/. MAX. d SHIN SPACE Two By FRAMING - 1) DESIGN PRESSURE CAPACITY OF MNOOW k INSTALLATION IS 40.0 PSF. SHIM AS REO'D. Br OTHER$ OF i1N FRAME YAN IN WOOD FRAME OPENING NITN TWO2) IBy WO D . DI ROerWOODSTUDS. USING O.C99 IN. DIA NULS.. PLACE .099 NAILS 6" iR0e1BULDDOWNCORNERSMAx. t !" O.C- MAx. BETWEEN. BY FIN TEE OTr.ERS 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING MTN FRAME AwuB Two BY WOOD STUDS. USING FB SCREWS OF SUFFICIENT LENGTH TO M'" EMBEDMENTPROVIDEINN. iIN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6' MAx. B FROM CORNERS t T OC MAX. BETWEEN. 4)SMu AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD 4 CAULK BEARINGSHIMMAx.ALLOWABLESHIMSTACK TO BE 1/4. IB INSTALLATION 5) WINDOW- FRAME MATERIAL: ALUMINUM ALLOY 6063. wNCnOR SCREW (TE.) 6)USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAMBS. 7) USE LATEX CAULK FOR PERKJET6R SE'b AROUND EXTERIOR OF SHEATING WINDOW FLANGE Br OTHERS 8)GLASS THICKNESS NAY VARY PER THE REOUIREMENTSOF A$rfM E1300SHIM 7 AS REO'D. GLASS CHARTS. 9) BUILD AROUND CURVED PORTION OF WINDOW FRAME TO BE SEE NOTES LLADNO (TE.)tANCHOR REBIND FIN SEE NOTES DOWN ErK]NEERED BY OTr.ERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TR NSFER LOAD FROM WINDOW TO THE EXTERIOR FB115n Br OTHERS I -IC MAX. SHIM SPACE STRUCTURE 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. R 15 NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS FxTER NSTALLATIONSHEETAPPLIESTOALLCONFIGURATIONSTHATCANBEMANUFACTURED SERIES DESIGNER FIXED PICTURE WINDOW SCREW (TE.) FROM THE. TIOO/T9OO FRAMING SYSTEM. pp gg e sT - l.+L.l\1i1S114- F TL3.PA D. Ow A.Y'4 f WNDOWWIDTH CAULX BY OTHERS MANUAL TTPM NAME: SECTION 2 1i1t7471FIR y IL& x oc, , WINDOW MOTH ---j SLATING (TEWINDOW MOTH EXTERIOR MNGHT - . SEE -NOTES WEIGHT - -r- O O O O O O WINDOW O HEIGHT / l 0 O 2 FIX TEE O FRAME SILL O. O 0 O O O O MAX. SHM SPACE PERIMETER CAULK BY OTHERS- r B INSTALLATION SM AS REOD. _ ANCHOR SCREW (TE, SEE NOTES ELEVA I ION B; OTHERS VIEWED VIEWED FROM EXTERIOR 1' MIN. T X FRAMING EMBEDMENT BY OTHERS CAULK BEHIND FIN - SHEATHING BY OTHERS - .. SECTION 1 d3 z z WINDOW . HEIGHT 0 0 O O I OOp O I O p I O 2 O O O O O O O 1 ELEVATION VIEWED FROM EXTERIOR j N/A Wi[ T1/ o. c Iww 3/ 02 B GENOG:6 CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS - ONE BY WOOD BUCK BY OTHER . RAHK BETWEEN WINDOWGE & WOOD SUCK CONCRETE' OR MASONRY OPENING BY DITHER - EXTERIOR FINISH? BY OTHER BYOTHER 1 FLANGE FRAN DOWE HEADER WI OW HEIGHTEXTERIOR FLANGE WINDOWFRAME SILL PERIMETER CAULK BY OTHER ONE BY %ODD _ SUCK BY OTHER NSTALLATIDN ANCHOR '..— BUCK WIDTH 1 I.//lWN. EMBEDMENT 3/ 16' DIA. TAPCON 1/-SNIM SHIM AS REO'O. SHIN AS REM FLANGE FLINGS TYPE FRAME SPACEuAtY. SEE NOTES) SEE NOTES) IAMB 0 Q CONCRETE OR MASONRY OPENING BY OTHER a 11/4- M. p ENBEDMENT - INSTALLATION ANCHOR 3/16- DIA. TAPCON PEPoMETfR CAULK I Q CAULK BETWEEN BY OTHERSIWOODSUCK & 1/4- SHIMi WINDOW WIDTH MASONRY OPENING SPACE MAX. BY OTHERS - WII HF C Q D PRECAST SILL By OTHERS CAULK BETWEEN FLANGE PRE CAST SILL WITH VULKEM gFCTION 1 116 ADHESIVE CAULK OR SCNHEE MOREHEAD BS00 ADHESIVE SEALANT L 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:ALUMIN M ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND UAMBS.SRL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL a.) APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS -OF ASTM E1300 GLASS CHART SINGLE GLASS IS SHOWN. INSULATING CLASS IS ALSO OUAUFIED. 7) GENERAL ALUMNUM S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1530 SERIES MODIFIED SLIDER INSULATING CLASS. B) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WNDOW IN CONCRETE OR MASONRY OPENING USE 3/t6' DIA 1AP— ANCHOR OF AIFFIC!ENT LENGTH TO III. MIN.1-t/4 EMBEDMENT INTO SUBSTRATE AT LOCATION SHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS A INSTALL / B SCREWS OF SUFFICIENT LENGTH TO PROWDE 3/4' MIN, EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE TAPCONS ARE REO'D. tl) IF EXACT -WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIM EXTERIOR EXTERIOR CAULK BETWEENFINISH - WINDOW FLANGE BY OTHER WOOE('SUCK Sf CTION 2 ELEVATION VIEWED FROM EXTERIOR. a3-c- rn- MPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHAR 6}-+ CO WINDOWSIZES I DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES CAPACITY IN PSF REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 K.K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H.KL 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 FIG 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K AG 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 i -,K A,B,F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H.K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A,B,F,G 72 x 12 40 70 H.K A,G 72 x 24 40 40 H,K A,G 72 x " 36 40 4D, 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 FLORIDA B- 0-A•F. MANUFACTURER NAME: MASTER FME # g IODI . ClesbT 6L• CmtebWL R 7566i •!A 1n 6160t2.6Mn U 79L1 INSTALLATION DWG. MASONRY W/ ONE BY BUCK SERIES IABO MODIFIED HORIZONTAL SLIDER WINDOW DNN CHKD `= C E Ba N/ A DATE IN• WD NAML 3/20/ 02 I GEN0027 SY.,Ircw9d+ I .• , 414, ..A 1rrl .cs=caw 14c nlmocl tta,oua• rnn-. :w .rtn•Na....•. A.a :w. H:•+••oa num• n.r .a.L tmn 4os- _ CAULK BETWEEN FIN SHEATHING 2 X FRAMING SHEATHING SHEA LNG BY OTHER BY OTHERS BY OTHER CAULK BETWEEN J 1' MIN 1/4- MAX. SHEATHING & FIN S SCREW !NSTALATION I EMBEDMENT Hlu .AS REO"D SHIM SPACE BY OTHERS ANCH.CR (TYP.) 2 X FRAMING SEE NOTES) EXTERIOR. FINISH BY OTHERS - BY OTHERS FIN TYPE EMBEDMENT 1/4' MAIL WINDOW FRAME PERIMETER CAULK rr SPACE JAMB BY OTHER SMM T 8 SCREW IN$TALATION FSN TY'E ANCHOR (TIP.) Vf.NDCW SHIM AS REO'D - FRAME HEADER SEE NOTES) WINDOW WIDTH EXTERIOR FINISH BY OTHERS WINDOW EXTERIOR PERIMETER CAULK HEIGHT BY OTHERS XT RI R V,. TVPF - SECTION 2 ..... r...er YV SILL STOOL - I SIY OTHER PERIMETER CAULK 1/4" MAX. BT OTHER SHIM SPACE SHIM AS REDID _F 08 SCREW (SEE NOTES) WINDOW \ INSANC- OR ION \ ANCI. OR (TYPE) 2 X OTHERS C HEIGHT BY OTHERS zTER: OR I F: NIS:- ' R CAULK BETWEEN COMPARATIVE ANALYSIS & ANCHOR OUAPITITY CHART WINDOW SIZE DESIGN PRESSURE 18 SCREWS REOD. .099 NAILS R£0 . INCHES CAPACITY IN PSF IN FRAME IN -FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB & SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24. x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 .2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 . 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 4p 40 3 3 6 3 60 x 48. 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3. 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 5 BY 0 iE S WINDOW FIN $ t, 23r C'nER EN31Y. t L 1ClUi.%ZS11DA B.O.-ALiil. SHEATHING SHEATHING to 01- • - - EMBEDMENT 1 lxiliNCJFAI,l Uiw.+aL iVL 1FJl'7: SECTION 1 ANCHOR (TYPE) 4.'n/'nrrLur>1eLv Rt_ NOTES: 21' O.C. T g,rR g TE1FTG. 1) SiwV AS R-EO•D. ADJACENT TO EACH INSTALLATION ANCHOR VATH LOAD MAX'(T1P)' MASTER ER aR •u•. # A BEARING SHIM MAX. ALLOWABLE SHIM STACY TO BE 1/4'. - 2) W:.00W FRAME MATERIAL ALLOY 6063 - - WINDOW WIDTT , 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,9LL & JAMB& 4) US. LATEX CAULK FOR PERIMETER SEAL ARCJND EXTERIOR OF WINDOW ,+•FWbiE. . FF. AME. - - 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 ELEVATION SI'.GLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUAUFIED. )•''S!' 001 V. CwAy U. TWr,*R A rAw-A. Ya 919M •Dots. TE 7SS" 6) DR•MNO APPLES TO INSTALLATION OF FIN FRAME YAN'aw IN WOOD FRAME OPENING VIEWED FROM EXTERIOR.`:•'••••- w-- Two eY wow STUOS_USNG 099 W DIA Nz:_S Ci ,FI SCREWS OF 91FF16ENT .' L.'. • '.? STAILATIQN. GRAVING WOOD FRAME STRUCTURE LE`L H TO PR:WDE MIN. I EMBEDMENT INTO SUESTRA_7i IF %ACT Y 02w SIZE IS NOT LISTED IN CHART• -.SE ANCHOR OUANTITY LISTED "IN : SERES I180 /1980 MODIFIED HORIZONTALSLIDER NE.• LARGER SSE.GE•. ERAL ALUWNLIM'S 1150 SERIES HORIZONTAL S' DE- ,S $MOWN. THIS PRINT ALP: ITRD A" AF=: ES TO Tr: 1980 wSULATING 0.w55 HORIZ01:TA1 $L:DER SEPoES N/A RWER DATEffit D0203/11/02 ` GEN-- Ro. ro TR Nrs.^. n:o+nTx:. ca :» .Iww..a •.- s..a m .t.,-.o. a.A.o. 1:T•s •-o[ t•o^ wf-aie r•. ;+R F-sfM I MULLION ANCHOR BRACKET WINDOW FRAME JAMB TYP.) INSTALLATION MULLION ANCHOR ANCHOR TYP.) BRACKET CFjNTRAL FLORIDA B.0. MANUFACTURER NAM: DWG No GEN70452I 6A d MULLION i LI i DIE N0. 1445 I! I I II I I iI I I II I II I. INSTALLATION ANCHOR TYP.) TES. FILE # 4 8 SELF TAPPING SMS (TYP.) o SUBSTRATE MULLION DIE NO. 1445 v ° SEE NOTES a ° #2 & #3 v I I-- 1— 7 Z 8" SECTION B-B A- A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. AND OR PICTURE WINDOWS SIDE BYSECTION1445, WHEN USED TO MULL SINGLE HUNG SIDE. 3 IN.,, IN MASONRYCONSTRUCTION,MULLION ToACHIEVESUBSTRATE WITH DIA. CONCRETE SCREW ANCHOR OFTTACHSUFFICIENT DI EMBEDMENT INTO, CONCRETE OR MASONRY. FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 3) IN WOOD SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD A A FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. Al HEAD &SILL. g GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE FIN VERTICAL MULLION INSTALLATION DETAIL ELEVATION 1445ALUMINUMTUBEMULLION, DIE N0. DATE: EXTERIOR l- DRN: JS APRVD: ,- - - - 3/1 % /02 AREA - - WT FT: SCALE: HALF MAIL: DWG N` GEN-0452 ATNROw, FLORIDAO3p7a8 PHONE 407-805-0385 FAX 407-805-0]88 PREPARED BY: ,PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKwY. HE P it- GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULLSPAN> 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 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12- Jan-2002 01- 1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1446 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465. 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 268 211 192 172 156 153 55.625 204 158 143 127 112 108 63.000 72.000 153 11.7 106 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 THISCHART ARE IN PSF PREPARED BY: PRODUCT & APPUCAnONENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 80"M I FAX 407 805-03W CA020122 FEB. 19; 2002 02-0217 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 1609 24.000 1497 36.000 1497 48.000 1497 53.125. 1497 73.000 1497 16.000 24.000 622 515. 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 Zoo 180 164 162 268 211 192 172 156 153 48.000 60.000 204 158 143 127 112 108 153 117 106 92 79 76 72.000 CHART APPLIES ONLY TO MUWON #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED Br PRODUCT 6 APPUCA17ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020123 SUITE 250 FEB. 19, 2002 HEATHROW, FLORIDA 32746 02-0217 PHONE 407 805-03651 FAX 407 8050366 0 MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION ICHOR YP.) 3 SELF TAPPING SMS (TYP.) IYI V L_L ION DIE NO. 1446 SECTION A -A W-. JLLI ON DIE NO. 1446 INSTALLATION ANCHOR TYP.) SEE NOTES 2 & ##3 SUBSTRATE SECTION B— B CENTRAL FLORA B.O.,LF. tK MULLION ANCHOR BRACKET- EXTERIOR ELEVATION _ e2,`QRAJ, 4wHrwun• MASTER IFILE # 5' NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY ALUMINUM COR P ..' 1446, SIDE. GENERAL CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: 'FIN VERTICAL MULLION INSTALLATION DETAILDIA. EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING ##10 AREA: DRN: APRVD: — — — — JS DATE Z /1 % %( J SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD Dwc No- scr E: "A:--- FPAtING. - PHONE 07-805-0365 FAX sC7-LI.5-03?iPREPAREDBY: PRODUCT TECNNOLOGY CORP.. 250 INTERNATIONAL PKWY. HEATHROW. FLORIDA 327ed I II INSTALLATION AN CHER INSTALLATIGI ANC•KIR — DOOR VI07M /a• Max. SHIM SPACE TWO BY VOOD IB SCREV - SHIM AS RE•G' D71 ;B SCREW SHEATHING (SEE•NOTESI rE3EIME BY OTHERS By H WOOD BY OTHEP.S EMBEDMENT BY OTHERS CAULK T... BETWEEN BLJD 3r vpOODOORFLANGE SLIDING GLASS L SMEATMENG By OTHERS DOCK FRAME MOM BETWEEN JAMB SHEATHING STRIP L SMEain1NG SLIDING GLASS DOOR II HOOK STRIP AgI \ I I SHIM SPACE / \ T ALLATION ANCHOR 1—I/B' MIN. J SCREW EMBEDMENT 1is MIN. EEDMENT TEMPERED GLASS CAULK. BETWEENSTUCCOJCTYPaDOORFLANGE OR SIDING L SHEATHING - HY OTHERS SLIDING GLASS _ DOOR FRAME SHEATHING PERIMETER - HEAD BY OTHERS CAULK BY SHEATHINGOTHERSPERIMETERByOTHERS , CAULK BY 7EMPERCD GLASS 07HERS STUCCO.., CTYP STUCCO OR SIDING TEMPERED OR SIDING BY OTHERS GLASS CTYP) _ BY OTHERS SLIDING GLASS DOOR INTERLOCK 1.. - T :k;.::. • .. DOORHEIGHT SECTION B—B HOOK STRIP DETAIL Lo IDR vDERS _ . . a - it_ 1 rr.'i .. Y•'r' 'T7 .. V . _ - )> ODOI -m-. .` .4 .. /ALLOT L061 LEMON TO ACN[EVE MIN ENDEDKM L1. 21 .D INSTALLATION SCA[VS MUTu SUFFICIENTHEO,TTK INSTALLATION ANCHORS AT SILL MIST RE QMNEADEDKNTOr1-V•• INTO NASOMT CR COCaCTE. 0)INSTALLATION ANCOR CHART ONIAEKItTHISSECT. TSILICONIZCDACRYLIC CAULK uMINO DOOR rLANGC AT HEAD L J-3S- UTESILICCMIZDACRYLIC T LIS TTA PCRCC; ER LEAL AJRDRNO CiTEM TIDDOSTITEXACTDOORfIR12 )Q7 LIS7C INANCHORCHART, uit ANCHORpUxTttt LISTED VI/N /Efi SLIDING GLASS LARGER STIE. C ,E?DESIGN RCSSiACRC7D. Y)ftRl DCKR D®R SIT[T USC CLOSESIT ASS DOOR SIZE L CD,FIGIAGTD7M m rIN[4E pEWAGSILL --T PLAtC I Ct...ATIONANE"I.IN r""I Or )mK STRIP ASfNOVALDCipR'FRAI'IE B h (AASS 7nICKNEST NAT vART [R KOaREMNTT CY ArLSTNE1700 GLASSCHARTS. IpDOOR / fIL TCO RNC RSrtAR[ mttE £ACWITH•A SNALILAINTA SEAM SEALER.rED OR ATiK. G.ATi III ALL IMT OLATIO+EANC.CRS NUSiT SC MAC C7RROSIDN RELIST-i NAETERIALSIACK TO 1E VA•. A U) VMCRC '.• R[PA[SENTS ,gvING PANCL AND 'C REPRESENT• rmu PAAEL APDK+VED CDKIraAATICHS ARC AS LISTED a ANC CHART a DALx K THIS T.EEI• e y EXTERIOR E L E V A T I G i b7 Ml C3 IG RATIGK LISTED AIOVC ARE PPLI ON 7MIZ DRAWING. ALL AP D2TAtVTUYR SECTIONS •A -A•. •1-D' L )GOI STRIP DETALL APPLY TO URSTALVTIO+ ALL IPPROVf. EMBEDMENT COAFErAAATIOIi 1-1/+• MIX 2 PANEL DOOR SHpvN ID) rLOR: SERIES AND 5 IDDO SERIES SilDl)4 CLASS DOOR K SMV,L THIS BOAT AL'A APALSCT m v 2DDDTiRIETANDSDD .SENSES REVI.DESCRIPTION I DATE I INI P I D A EXTRUDERS LIBERALIr APPF LLr IN.T. INC. SPNFORB FL. CAULKING ENDER SILL I OR SET SILL. IM BED !NSTALLATIET+ ANCHOR 1 I TITLE: SLIDING GLASS DOOR pf C:NC'< ETE ails. DIA. TAPCDN '(I, INSTALLATION WITH #8 SCREWS SEC I ! ON A —A I DP.A.WN BY: 33 APPROVED BY: Ft 1 2C 02 E ATE: 12!'/pi !SCALE- Ni: — IDWG ' LEA- Shy ) i 8 SCREW INSTALLATION ANCHOR CHART. NOMINAL DOOR IN HEAD &SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND DOORQUANTITIES SIZE UP TO I a6 PSF TO 61 PSF TO I UP TO 46 PSF TO 60 PSF 61 PSF Tp 70 PSF UP TO 45 PSF 46 PSF TO 60 PSF 6I PSF TO 70 PSF CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 4 4068 xx, OX- x0 48 X 80 6 6 6 8 8 8 8 8 8 a 4 4 4 t 5068 Xx, OX- XO 60 X 80 6 6 6 8 8 8 8 4 4 4 6068 Xx, Ox, XO 72 x 80 8 8 8 8 8 4 4 4 8068 XX, OX- XO 96 x 80 10 0 l0 8 8 8 a 4 4 10068 Xx Ox X0 I20 x 80 6 6 10 to 10 _ 5 5 5. 5080 XX, OX' XO 60 x 96' 6 8 8 i0 10 10 5 5 5 6080 XX, OX' XO 72. x 96 8 10 i0 10 10 10 5 5 5 8080 Xx, OX, x0 96 x 96 10 10 10 to" 5 5 5 0080 XX OX X 120 X 96 ' 6 12. 12 12 6 6 6 50100 XX, ox, XO 60 X 120 6 b 8 8 12. 12 12 6 6 7 60t00 OX I 8 12 12 12 6 7 8x0XX% 9068 Oxp 96 x I20 109 1/8 x 80 12• 12 i2 B 8 g g 4 a 4 a 4 4 12068 OXO 145 1/8 X 80 14.. 14 14 8 8 e g 8a 4 4 4. 15068 OXO' 181 1/8 X 80 t6-: t6 16 10 10 10 90g0 0XO 109 1/8 X 96 12 12 12 IG 10 10 5 5 12080 Ox0 145 1/8 x .96 14 t4 14 10 10 10 5 S 5 15080 Ox0 lot 1/8 x 96 12 t2 12 5 7 8 90100 OXO 109 1/8 X 120 12 12 12 t2 112 12. g 7 8 r _ :_• - 120100 0X0 145 1/8 X 120 4 4' a g 8 4 4 4 9068 XXx 106 5/8 X 80 l2 ' 12 12 8 8 8 4 4 4 j , ; ; - • , _ 12068 ,xx lag Sib X 80 la la 14 8 8 8 a 4 a 15068 xxx 178 5/8 x g0 10 10 10 5 5 9080 XXx 06 5/8 x 96 12 12 12 10 10 10 5 5 5 t2080 xxx 142 5/8 x S6 14 14 14 10 10 10 5 5 15080 XXX 178 5/8 X S6 l6 16 1 6 7 8 9010o xxx 106 5/8 X 12Q 12 12 12 12 t2 12 I 5 7 8 xxx 142 5/8 X 120 a a a 12 8 g. 8 a a 4 10068 OxxO ,' 119 5/8 x 80 12 12 I 8 8 4 4 4 12068 XXO 143 5/8 X 80 14 t4 14 8 g g 4 4 4 16068 OXXO. 191 5/8 x 80 18 t8 18 LU I xx X 12 12 12 14 U 10 10 10 I 5 5 5 12080 xx0 143 5/8 X 96 14 14 to10 10 10 55 5 5 16080 OXXO 191 5/8 X 96 18 Is 18 12 1 t 100t00 Dxx 119 , /8 x 1 12 12 12 12 6 7 8 I I I 12. I 12 12 6 J{ 7 8 160100 0xx0 191 5/8 X 120 18 l8 19. 4 4 1 XXXX xxxx a X I 12 I l2 I 12 9• 1 8 a I a 4 412068 1506E XXXX 141 1/a x 80 16 16 16 I 1 8 1 t 7 X10080 XXX III 1/4 X 6 12 I 12' 12 14 I 10 10I I 10 9 5 5 EXTRUDERS12DSOxxxx1411/4 X s6 I 4l 41t 6 10 10 D 5 FLORIDA SANFORD. FL.* IN, 15060 xxxx l89 1/4 X 96 16 16 i2 12 12 7 8 IN I . io0loo Xxxx 117 1/4 X 120 141 1/4 X 120 I 12 14 12 14 I 12 It 12I 12 I 1 cI 7 P mmc SLIDING GLASS DCrR120100XXXY XXXX 1-39 1/4 X 120 16 16 19 t 12 12 f INSTALLATION , jT- X8 SCKf' 1?DIOo h i, _ — • BB NCH -R NC-_ c F '! J/ i M'J UL=_ < USE SAME ?aiC-O7iJ. N'T:_- I r'4 CIVI•. NT' 1) F'., ri.=:n"7c NIN UT:ri j Il)• COHERE iE OR SHIM AS RE'O•D INSTALLATION ANCHOR MASONRY OPENING ESE,- t4c-,ES) 3/16• Dta TAPCON III- -i/A' )V.IL SHIM SPACE RT ETHERS INS iALLAT ION ANCHOR 1_ 1 1/4• MIN. EMBEDMENTCAULK -BETVEEN RB SCREV (TYR VHERE I 13002 CLANGE L VE30D BUCK CAULK BETWEEN TAPCONS ARE NOT REO•D.) ONE Br WOOD I' G ONE BY VOOD VOOD.BUCK [ BUCK BY OTHERS BUCK BY OTHERSPERIMETER - fiAS'T. OPENING CAULK By . By OTHERS - 1 1/4' MIN. OTHERS 1 EMBEDMENT SLIDING GLASS STUCCO BY OTriR - Q DOOR FRAME JAMS CAULK BC G WOOD BUCKK LCpI/6' MAILpD. SHIM SPACE (- I MAST. OPENING BY OTHERS o SHIM. AS REO'A SEE NOTES) 4 INSTALLATION ANCHOR 3/16' Dla TAPCON CAULK BETWEEN CONCRETE OR M:SONRT OPENING BY OTHERS CAULK BETVEEN AT ATINSTALLION ANCHOR WOOD BUCK t 3/16' TAPCON MAS•1'. OPENING BY OTHERS BETVEEN SLIDING GLASS DOOR00K STRIPHOOKSTRIPOODbqrCAtLKBUCKI1-1/4' MIN.EMBEDMENT T TEMPERED GLASS G DOOR FLANGE INSTALLATION ANCHOR ( TTP.) t VCIOD BUCK RS SCREW Sim VHERE ` ONE BY WOOD OR TAPCONS ARE NOT RCO•N SLIDING GLASS PERIMETERBUCK BT 07MERS DOFRAIL CAULK BY CONCRETE OR ' HEAD 07HERS MASONRY OPENING STUCCO BY OTHERS BY OTHERS S. G.D. VIDTH U CO o 1TEMPERED 0 B.O.,JEMPERED GLASS GLASS < T YR' CT' YP.) DOOR B` AGT IIRE ; SLIDING GLASS DCIOR r . o, Y INTERLOCK HEIGHT MASTER FILE # HOOK STRIP DETAIL A U OOOR wT[RIAL. ALUMINUM ALLOYS 6063. 2) IAPCDN TTPE INSTALLATION --_-ORS MUST K OF SWrFIC1E14 LENGTH TO ACHIEVE NUL [MRCDHENI Or I-1/.' INTO RASONNI OR COKRCTL b ALTERNATE TAPCDN INSTALLATION AMCMORS FRON7 TO BACK IN ALL FRAME MENDERS 41 IAPa)K ARCHOR CHART ON SACK Or THUS AECT. LUSESri/COIUZED ACRTLIC CAULK DEMIMD D M FLANGE AT MAD L JAMB 61USESILICONIZCDACRILICCAULKFOILPERIMETERSEALAROUND0TER10ROr DOOR. _ 7) R EKACI DOM SIZE IS NOT LISTED INCHO ANCHORCHART, USE AHACMOR QUANTITY LISTED VI7N NExT LARGER S1ZC. FOR INC %USE CL= TPA PRCSSWE RCO'iL R1FORIAlizOroSIZESUSEMATEtRTPASSD001SIZELCOKIGWATISSATD"FINSSHED OPCHIN4 PLACE TAPCDMS. IN FROST ? MCOI STRIP AS SHQVIL 7) ( LASS TMICKHESS HAT vART PER REQUIREMENTS Or ASTH CU00 GLASS CMARTi 103ALLFACTORTAPPLIEDALESNOTDCSIG—TEO FO) TAPCOI AKHGa SHOULD DE FILLED vi7M AB SCREvt SLIDING GLASS / / B L SUFFICIENT LENGTH TG PROVIDE MIN. vR' "BED -EN' INTO WOOD SUCK DOOR FRN$ 111 - - IU DOOR w,T IS ..Vt. USING TEMPERED CLASS IN %IRGLC GLAZED OR INSULATING GLASS. SILL 1 12) JAM / SILL LDRMRS ARE TO IE SCALED V)TN A SMALL HINT E_ SEALER IJ/ Ii) SHIM AS REW AT EA. SET Or INSIALLATION ANCHORS- RAx ALLOVARLE SHUN S7KR TO K I/A•- D I I.1 ALL INSTALLA'It' AKHOIS fAfi1 K w0E CCRROSlOR RLSIfi ANT wTERN- l5> VHERC 'x' REPRESENTS AOvING Ae[L -0 9• RC RCSCN7S fIKLD AML APPROVER fq. A• C01 ALMlA OWI ARE AS LISTED ON AK10R CHw7 oA, RACK S trwI SHEET. 161DALLCONFIGLNEIONSLISTEDMOv[ ARE SHOWN ON THIS BRAVING. HOWEVER INSTµUT10N EKTERIOR ELEVATION SECTIONS 'A -A', '1-3' L MOOK STRIP DCTAIL APPLr TO INSTALLATION OF ALL APPROVED COWIGURATIO 2 PANEL DOOR SHOWN M. FACTOTT APPLIED IEMBEDMENT17, INSTALL ONE TAPC'OM IN EACH PAIR Or{MS:ALLATIW HOLES UNLESS ACTED D _ A 7 i dA A 1-1/4' MI)L - OTMRVISE M AHCM6t CHART. SEE SACK OF THIS SHEET. d 10) FLDRIDA ExTRUDCRS Sao SER3CS SLIDING GLASS DOOR IS SHQIML TWS LINT ALSO APPLIES TO 2000 SERIES AHD D00 SERIEL d A ° RE I DESCRIPTION DATEJINrrPT //FXTRUDEP,S LIBERALLY APPLY - ',A 1 L 1 11D1 1INT. INI.. SANFPPD CAULKING UNDER SILLOR SETSILLINBEDINSTALLATIONANCHORITr71.E: SLIDING GLASS DOOR CP CONCRETE 3n6 Ala TAPCON INSTALLATION WITH TAPCONS SECTION A -A i DP.AWN BY: BB I APPP.OVED BY: rlr./ a I . I I . to M O I TAPCON ANCHOR CHART NOMINAL DOOR I DOOR QUANTITIES IN HEAD L SILL QUANTITIES 1N EA. JAMB QUANTITIES 1N EA. H00K STRIP SIZE AND jj SIZE UP TO 46 PSF TOI 6I PSF TO I UP TD 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO an ecP n acF 45 PSF 60PSF 70 PSF FC 2,( ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO-D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'Dl' THP.0 'D7' DESIGNATES IN WHICH SIZE L CONFIGUREATIONS TWO TAPCONS ARE REO'D. NSTALL TWO TAPCONSLUMIUUrAIIUw11 a 4 4 3 3 4 4068 xx. OX, XO 48 X 80 3 3 3 4 3 4 a 5069 xX, OX, x0 60 X 80 3 3 3 a a 4 a 4 3 4 5. 6068 xx, OX, XO 72 X 80 a 4 4 4' 4 4 3" 4 5 6068 xX, Ox. XO _ 96 X 80 5 5 5 4 10068 xx x X0 120 X 80 6 7 ) 4 5 4 5 15 4 5 6 5080 xx, OX, x0 60 X 96 3.'- 3 3 5 5 15 a 5 6 Soso xx, OX. x0 72 X 96 4 4 4 5 5 5 4 6 6 Soso xx, 0X, X0 96 X 96' 5 5 5 5 5' 5 4 6 6 0 0 Xx X X0 120 x 96 6 7 6 6 6 5 6 7 50100 XX, OX, x0 60 x 120 3 3 3 6 6 6 6 7 8 60100 Xx, X, XO 72 X 120 a 4 4 6 6 7 (DI) 6 8 9 xx X x 96 X 120 5 4 4 a 3 4 5 9068 OXO 109 1/s X_80 5 6 4 3 4 5 12068 Ox0 145 1/8 X 80 7 157 9 (D2) a 4 4 15068 OX 181 1/8 X 80 8 4 4. 4 4 6 9060 XO 109 1/8 X 9 145 1/8 X 96 7 8 CDli 9' S> "'=i+•5;='LW"5 1. ` S fi 612080ON15080 X 18I 1/8 X 96 8it 8 10 90100 OXO I09 1/8 X 120 5 5 6_;+, + 71 b=..':::811% 7 CD1) DI)4t3 in 120100 0) 145 1/l X 120 7 6 6 49068XXX1065/8 X 80 4' 412068xxxlag5/8 x 80 7 7 8 cD 4 4 I4 4 5 I' xXX I78 5/8 X 80 8 1 5 5 5 4 b 6 9080 XXX 106 5/8 X 96 5 5 6 4 6 6 12080 XXX a2 5/8 X 96. 7 8 (DI) 9 (D2) 5 4 6 6 15080 Xxx 178 5/8 X 96 8 3 5 5 6 8 10 90100 xxx 106 /8 X 120 5 6 6 6 6 1 t 7 6 I 8 I 10 xxx 142 5/8 X 120 7 n in. 3 4 5 10068 OXXO 119 5/8 X 80 6 6 7 CDl) 4 4 4 3 4 5 12068 OXX i43 5/8 X 80 7 7 g CD3> a a a 3 4 5 16068 OXX0 191 5/8 x 80 9 10 <bU 12 (D3) 4 4 4 4 b b I d XXU 7/b X '7b b 6 7 (D1) 5 5 15 q I 6 I 6' 12080 OxxO 143 5/8 X 96 17 8 cDl) 9 02> 5 4 6 6 16080 xx0 191 5/8 X 96 9 n) 1a .( ) 5 5 6 I C 9 10 120100 OXXO 143 5 8 x 120 7 19 CD2). I 10 CD3) Ib 6 7 tD1) 6 8 0 160100 DXXO 191 5/8 X 120 10 (DI) 13 CD4) 16 tD7) 4 3 1 XXXX 4 X II 6 4 4 I12068XXXXII1082(DD4) 4 3 4 5 16068 XXXX 189 1/4 X 80' 9 (DI) cD2) I a a 4 6 I 5 5 i 15 4 I 6 I 6 12080 XxXX - 1 141 1/4 x 96 7 18 CDu 9 CD2) I I 5 5 a 6 6 16080 XXXX 1189 l/4 X 56 9 (D1> 1 (4) z( > 5 6 6 D1) 6 8 10 100100 XXXX l7 1/4 X 120 b 0 (cDD3) 6 6 7 (DI) I 6I s 10 t=0100 Xxxx 1141 1/4 X 120 7 Dl). I 6 I 6 7 (D1> h1EI 10 160100 XXXX 189 1/4 X 120 i0 CD2: 13 (D5) 15 (D7). 11L- F 2> D1 MEANS, I IN ONE SET.OF INSTALLATION HOLES. 3) 'D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) 'D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) 'D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) 'D5' MEANS, INSTALL TWO TAPCONS 1N FIVE- SET'S OF INSTALLATION HOLES. 7) 'D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS. INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD L SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENV TO INTERLOCK OR BUTT STILES IN HEAD 6 SILL. B: SECONDLY, AT EACH END OF HEAD L SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD L . SILL OTHER THAN AS LISTED IN A L B. 10) LOAMBSQSADDITIONAL HOULD BEPRIORITIZEDNIN AS FOLLOW S' 1 A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY. AT EACH END OF JAMBS NEAR HEAD L SILL CORNERS. C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A L B. FLORIDA INT. I C S SANFORD. FL M- SLIDING GLASS DOOR TAPCON GLASS CHART BB Y 01/14/Oi N.T. S. ow cr'L_X 0- CIVIL ` GENERAL ALUMINUM CORPORAT/ON VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART S.H. SIZES ALUMINUM MULLION, DIE #1446 37.000 48.000 53.125 19.125 26.500 30.500 WDW, WTH. > WDW. HGT. V 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 91 85 85 50.625 138 109 101 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 27 23 22 72.000 .45 31 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020035 SUITE 250 JAN: 11, 02 HEATHROW. FLORIDA 32746 01-1201 PHONE 407 805-0365 / FAX 407 805-0366 44 fq GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1446 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 i DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF i PREPARED BY: j PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020036 SUITE 250 HEATHROW, FLORIDA 32746 JAN. 11, 02 01-1201 PHONE 407 805-03651 FAX 407 805-0366 MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) WINDOW FRAME HEAD CTYPJ SEE NOTES --I 2 & #3 I D d INSTALLATION ANCHOR D ICTYPJFI 8 SELF .TAPPING SMS CTYPJ MULLION ANCHOR BRACKET. D I I DWG NO: GEN-0453 DIDa1-7/8- 7 INSTALLATION ANCHOR TYP.) MULLION ° 1-7/8" DIE NO. 1447 R Udb B.E0 _ SUBSTRATE v. iCT ER NAME:mULLIO DIE NO. 1447. P NCI L L. U 1-7/8• v TER FILE # 6 v D SECTION B. B ° SECTION A — A 1oTMULLION INSTALLATION DETAILS APPLY. TO ALUMINUM TUBE MULLION, DIE NO. 1447, E WINDOWS HEAI) TO SILL. EXTERIOR WHEN USED TO MULL SINGLE HUNG AND R PICTUR 2) IN Pit" CONSTRUCTI N, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 3 OF SUFFICIENT LTH. T ACHIEVE 1-3/8' MIN, EMBEDMENT. INTO WOOD FRAMING. 4) MULLION ATTACHMENT 'IN SECTION B-B IS TYP. AT .IAMBS, FTITLL.E NERAL ALUMINUM CORP., CARROLLTON, TEXAS r••;.;- •:. • : ° RIZONAL MULLION INSTALLATI N DETAIL INUM TUBE MULLI N, DIE NO. 1447 APRVDi _ DATE, 3/17/02 E L. E T 10 o, . ;• ; .fie AREAi ---- DRrb BB -- • V .A N y c c`E4' VTifTi SCALE MA _ _ DvG N0+ EN-0453HALFG PRSPARC6. IDA 32746 PHONE 407-805-0365FAX a07-BOS-OJ66 7VPRADUCTTECr+a0.0Gr CORP.. 230 INTERNATIONAL pKvr., HEA7HROV, CLDR- . GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE. MULLION #1447 WHEN USED FOR MULLING TRANSOM FIN HORIZ. MULLION MULLSPAN> WDW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 130 21 53.625 197 128 73. 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON -C 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 CA020040 HEATHROW, FLORIDA 32746 12-1an-2002 01-1201PHONE407805-0365 / FAX 407 805-0366 DING No: 0450 MULLION ANCHOR ® IN BRACKET ANCHOR 0 ( TYP.) WINDOW FRAME JAMB _ TYP.) - #8 SELF TAPPING SMS (TYP.) MULLION DIE NO.. 1448 MULLION ANCHOR BRACKET MULLION DIE NO. 1448 I II I II I II I II I II I I INSTALLATION ANCHOR TYP.) SECTION A -A v a ° a a a ' o 0 0 ° -- 1 - 7/— P—"--J— i SEE NOTES 2&#3 F1SUBSTRATEAA SECTION B-B +P CENTSiL FLORIDA o o o B MANUFACTURE o EXTERIOR ELEVATION _ 1. Q3-r NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. GENERAL ALUMINUM CORP. 1448, WHEN USED TO MULL SINGLE HUNG .AND OR PICTURE WINDOWS SIDE BY SIDE. CARROLLTON.' TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" FIN VERTICAL MULLION INSTALLATION DETAI_ DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1 4" MIN. FTnITLE- ALUMINUM TUBE MULLION; DIE INSTALLATION14DE EMBEDMENT INTO CONCRETE OR MASONRY. 48 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 rAR ---- oRN 5,: APRVO: —_—_ DATE: SCREWS OF SUFFICIENT LTH, TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD wc NO. FRAMING. T: ---- SCALE: HALF MATL ---- GD.-G=- PREP APED dr. PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKwT. HEATHROW. FLORIOA 32746 PHONE 107-a05-O355 FAX 407-s;5-0'_ii b 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 kDW. WTH. > WDW. HGT. V 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 171 160 160 48.000 263 213 186 60.000 129 102 87 78 68 66 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 APPLICA noN ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020037 SUITE 250 JAN.11, 02 HEATHROW, FLORIDA 32748 01-1201 PHONE 407 80SM65 / FAX 407. 805-0366 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL P.W. SIZES 56.]000::E63.00O 565 378 226 565 378 226 72.000 565 378 226 88.000 565 378 226 WDW. WTH. > WDW. HGT. V 30.000 43.000 28.000 565 565 32.000 380 378 22638.000 236 167 167 167 167 167 42.000 182 60 57 57 57 57 56.000 72 47 43 43 43 43 60.000 57 14 12 11 10 10 86.000 18 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020038 SUITE 250 JAN. 11, 02 HEATHROW. FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 01-1201 41 1. • . ' ,,.. i• .. N JTlB 1. TESTED IN ACCORDANCE WITH SIANCURD BUILDING CODE. CMNPTEF 17. TO A POSITIVE AND NEGATIVE 37.5 PSF. 2. DASH N-MBO b REPRESENT VARIOUS SECTION HEIGHTS.. 3. FCIR fECT ION 7' H!)OI DOOR 9109N. 8' M104 COORS RAVE FIVE SECTIONS. 4. SECTION HEIGHT OF 20.812 19.06 k 16.75 ARE AVAILABLE AND MAY BE USED IN COMBINATION TO ACHIEVE VARICUS HEIOn DOORS. 5. EMBOSSWNT PATTERN OF 14.50 X 20.37$ SOW. ALTERNATE PATTERNS OF 12.50 X 43.375 AND 12.50 X 20.375 MAY BE USED. 6. TORSION SPRINGS SHOW. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRAOCET, REF. P/N 405964-0002. ON 8' HIGH DOORS ONLY. PANEL S. WINDOW ARMY BE INSTALLED IN THE TCP SECTION OR THE SECTION SECTION IMMEDIATELY BELOW THE 1O SECTION. - 2' X 6- WOOD JAMB- 2" X 4- WOOD JA EI OR EQUIVALENT N 405964-ODOI 1/4' TRACK BOLT 5/16 X 1 3/4' 5' REF LAC SCREW DETAIL 'E' SCALE: 1-18 R[1 QOlete 9. THE STRUT PLACD.ENT ON. DOORS CONSTRUCTED WITH 5 GH MERE SECT-1. MUST BE CONSISTENT WITH THE DOOR 9(AWN. THE STRUTS FOR.TFE AD IO AL INT T f Y t• I B 11 SECTIONS ARE TO BE PLACED AS 9NOWN ON THE THIRD SECTION. fi L ` R 10. THE STRUT PLACEMENT DIMENSION ON ALL SECTIONS LESS THAN 20.812' Atb' dE 'yi-N RE0.CED BY THE DIFFEREKE BETWEEN ?HE ACTLAAL SECTION I•EICJNT ! 20.812'Y; O 11. SCREW PM 605911-0001 IS A 1/4• DIA X 5/8' I= TYPE AS HEX HEAD METAL SCREW 12, ,POST TO BE INSTALLED ONLY WHEN HIGH MIND WARNINGS ISSJED. 13. STRUT PLACEMENTS CAN VARY s3-. - 14. CLOMITY FOR LOOM CAN BE 0. 1. OR-2. TRKX 968 END HINGE - I ZZ jj ; u II e e VIEW -D-LY 1 /8" DSB 2' TRACK 049 THK (VERI!CAL) SECTION "C-C' X 6' WbW JAb6 -. X 4.' NOOO JAMS .0. SCALE: 1 /2 9 EOIiIVACE711T. I ZC14TAL TRAC1 COCNTERBALA4CE ' R OPT I11.44 SPLICE IN HORIZDNTAL TRACK AT 4D7605-0004 TON OF RADIIb TYP 2 PLCS 40462E-0003 D. TYP 2 PLCS Q 5.00 36.00 E STANDARD TRACK DETAIL FOR 16' 405771-0001 404828-0003 OPTIONAL WINDOW :DETAIL SCALE:3/32 -" SCALE: "1/18' - 1• 16'-0' MAX. WIDTH- SCALE.- 1/18'wT' SERIES 280 TFRL/ 289 ARE SaW YALENT CCINSTRGCTION 25C4 STEEL INTERIOR ELEVATION SERIES 180 ARE. SAW CPIWTRXTIQN AS SERIES 280 oNLY 24C4 STEEL AAD ETD CAPS DOOR TESTED WAS 281 SERIES. DOOR WIgTH C RNTER {TILE END STILE STPoJTS/ CT. ROLLER LWADT) HARDWAREYERTIALTJ= 76' - 7 SINGLE I YE4 2' X 7/t6•.0 9' 100 STD.. sc mew woe reo.wer w1p.11w. a nwt s4zr Ms •a wsen• s wwfs m oseeorur .°..3'i rlw`carnaa+Ae ww n wm 1• m.lesa Hrw wo rr a ormm a ub m rwrAmuc . em® bm w.ar uwa w>..rlas wC.W oa o.eerno+wrwr • + TLAE sGE 4e t 7/B' TFK_ SECTION 'A -A' SCALE: 114 061601-0000 14 DESIGN LOAD 25 HSI- ± TEST LOAD 7'-0' SHOWNII 37. 5 PSF ± 8'-01 MAX. FEICHR 21.57 z Q 45771-000 04828-000 1 02 02 q• M4a 4 35 t. a. 4 0575 IE/ . X 0 6iY/ 6.04 Tom••-4.00 P/N 409328-6001 PLATE.HASP 2 7/16 _ 23132 O O 070 MIN P/N 401199-0001..TOP FIXTURE ATTACH TO DOOR WITH 4 SCREWS PIN 605911-0001 0575REF' T 0 0 O O 6. ID0 1 O O JJ-- L_5.00--- P/N 409331-0001 PLATE. FLOOR Lrdi7 ELEYATipi. SFDWING FLOOR PLATE PIN 40932E-XXXX POST ASSY, VERTICAL 2 11/32' 1-1091MIN- 00 O O o O O 2 7/16- PIN 405771-XXXX BOT. FiXTLRE FOR 180/280/290/390 SERIES ATTACH TO DOOR WITH 3 SCREWS P/N 605911-0001 2 9{32 ' f,.070 MIN DOO S 3118 0 0 000 7/t PIN 407603-0001, CENTER HINGE STEEL DOORS ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 2.765 .T56 DIA 3.0 .375 DIA PAN 608069-0001 PIN CM WAD . CCR PLATE 1/8•T 25 {1. _LENGTH • DOOR WIDTH - 1' I 1 - r-T O O O 2t__VF:vm 1 7`/#B 1_ jO D 4. 5/8' o 515 MIN TH( I 1 O O O PIN 400650-)OOCX, ROLLED HS-X STRUT I PART NJ.EFR IN. TFK STRUT tP--'3' - - 400650- 000I .030 HS-1 400650- 0004 .020 1 HS-0 - PIN 061601-0000: SLIDE LOCK ASSY 6 t 1 L• -----. f-1 3/4• r_4 3/S-1 1 3/4' a90 M r 2 [ o31a H 0 O 0 105 MIN-4• 103 MIN E 3 3/ 16 0 P/N 405964 3 046450, 97AO(ET, SCAB P/N 405964-0002, BRACKET, SCAB JOINT l O OPART. N JAMP r l' PM 407605-) 0xCXX. ETD. HINGE 405964-0001 O46450-0003 4' RESID. STEEL DOORS MIT RIMER 407605-OW2 F 'fP 95 SCAB BRACKET DETAILS 407605-0003 1. 4.S6—+j 407WS-0004 1.3535 407WS-OMS TO DOOR i 1. 60 WITH 1. ejC e gyp? Pr. 6+.n pr(!( 4F.ppuATTACH4SCREWS PIN 605911-0001 i I, 1.-1'L f Y'>hc% C va• ` 4u Eei I 4 M_-44 -- - -.44, P/N 404828-0003 ROLLER ASSY, TR-1 TR-1 ROLLER LOAD:.50 LOS. MAX. 0879944--0001, 2.3 TER STILE STD ON 180 SERIES / PIN 408680-6004.5. NOT..REW D ON-Z80 SFR4fi5-- -- 1F.-.187 3125 2. STi1 REF. p 0 0 4. 00 . Z 25 L O 375 DIA f 4 HOLES . I PIN 468879- 0001 LINK PIN 408876-0001 95PMT 1+tl: Ii t:tt Hr. 1-0001OR 9-0001( SELF-DRILLING) ,-.. . I , •. 'a' / %'t5••. SECTION 'G- G' STEELSTEEI SifiJT4 , 16' WIDE DOOR$) s ws. iom'cweiw q 10 0 mIOQ wR m..o prv,w.ae•w syE M. YOLNIs p ry DAVID FAW Otiu{ a 02/19/ 98 t 100 I STLMAX: olo.o 409335 su. S/ : 1 am 2• v -^ li vim.. tp,E"''' yp4_ w.w... OAVID F•AW 02/19/lja. w 6WITREZL i:.,ul MANUFACTURER"NAAffif. 1RERMA oTRU® GLASSlc cAAFT- OUTSWINO " SINGLE AND DOUBLE WHL WiOUT SIDEUTFS. INSULATED FIBERGLASS DOOR WITH WOOD FRAMES 1 SOUTH FLORIDA BUIILDINGDUCTCODEIS 99L4 IGNEDEDITIONOMEET THFOR MIAMIEDADSCOUNTY. 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 ENDETAILS. ANCHOR EMBEDMENT TO BEYOND E TRIAL WALL DRESSING OR STUCCO, 4. DESIGNED URE RATING SEE TABLE PAGE 1. 5. N Y OWR 4 THEPRESSUSE OFHE WATER THE HIGH DAM BIREMENTS FOR UMP THRESHOLD. SEE THADE DESIGN PRESSURE CHART BELOW. 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE 7. SIDELFTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURAITON. r a Ili ce ee or ne erg ass (SMC) skin 0.105 min. thk., Sidelite Sheet: 0.07 min. thk. with yield strenggth Fy(min.)-6,000 . si Core design: Polyurethane foamcore, withl.9 fbs. density by BASF• Pone? onstrucfron: The panel skin is constructed from o 0.095" thk sheet mo(dmy comma iSMC). The interior cavity is filed with 1.9 f. density SASF pet =fhone foom The panel face sheets are glued to the. wood sfdes and rgils. The latch and hingeskiesoreLVLorISLTheFatahstilewhich4sitmaterial. is the btch reinforcement. The ti pp and bottom roilare of o wood alumnum in the double doorapplicationflitinactivedoorisfittedwithoncstragolof6D60-T6 alloy. Frame Con ter tioon: The frame is constructed from finger jointed pine m` eosu 4565 wide x thick The header is joined to the side jambs rilh (3 I8 x 23' Phinps Head W Sans The threshold s Toercd to side jambs with ( I 1%o'eow•n x 1 kxg staples Of each s de. lh a mu lions are secur together in a sidelife application using 18 2" long PFH Wood Screws (6) screws Per each mullion. The units uses an out" Bump threshold measuring 4.615 z . J(lbJ f! secured r Iy rn SMC 'p life - GA size is 17S' wide z 50.19' h gh wz 1.75 Phaps Pan Head Scrimm The frame me staled with sfcone caulking (Dow 795) to sidefrle panel and to the qk= 4;ide6te Glazing: SMC Lip Ute with the yield elrength Fy(min.)= 6,200 Psi d: TUC LiP Lite with the y .1d strength Fy(min.)= 4,674 psi - OA size a 95' wide x 65.65' wide secured w 16 8 x 1.75' Phillips Pon Head Screws. Ti;e franc are sealed with silicone caulking (Dow 795) to side6le Pond ord to the gk= integral Flush Glazed - The sidelite sash face panels ore molded to receive the insulated Cie 7. lass is attached to thesidelitefacestreetswithsk-One glazing TABLE OF CONTENTS i SHEET 36.625' MAX - PANEL WIDTH W/ASTRAGAL p J ciUa A 2(4.} 5" , rn caoXa a 2, m Z MAX. aD.L. O. TYP) Oe wmrN i 0 DOUBLE W/ SIDELITES- 4SL SINGIF 01_ITS)9NG UNf OPTION II VY/-SURF) SEE DETAIL 74.5" MAX. OVERALL FRAME WIDTH All MODELS 36.625" MAX. ARE VIEIVFD PANEL WIDTH --I FROM INTERIOR I W ASTRAGAL U J J w 24. 5- o z - r x MAX. _ - w D.L. O. v p. (TYP.) / or 2 = J ^ µJ J x O K) ao .r m I n ACTNE `o SINGLEM QOUBLF n1fTSWING UNll OPTION it W/ SURFACE BOLTS SEE' DETAIL "A" SHT.3 DESIGN PRESSURE RATING OPTION I W/OUT SftIAS OLTS +47.0 PSF - 47. 0 PSF WITH SURTS & +70.0 PSF - 70.0 PSF OPTION II WINDJAMBRAGAL SFIT.3ti& 5" MAX. OVERALL WIDTH 24.5" AX. D.L. O. E 15.5' MAX. FRAME WIDTH 13.9375" MAX. WIDTH 7. 725" MAX. D.L. O. WIDTH LIP LITE 7.0' MAX. D.L. O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) 15. 5' MAX. FRAME WIDTH 13.9375' MAX- WIDTH 7. 125" MAX. D.L, O. WIDTH LIP LITE 7.0' MAX. D.L. O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) 813. 654.3831 sc.LL N.T.S. owc WLN vac. M RW owr.- nc rw S-1S 161 aryl 1 or 9 4 _ l 7J 13 - 73 _ Z LV Z e 0 > I., EE N coco16 in 16 _ 16 ZonOn U :s p to t7 Z , 17 - - J SEE NOTE Q OO 00 20 20 SHT.4 2 ¢ co N 34 W co LLICLaiy Z 7.68' MIN. PANEL THK. 00 o O 42 w i o, -op` 2 y. w °•pp ry 'n c.t 7.68' MIN. O a in U 1.68 MIN. ' O Q c p' ci PANEL THK O o 0 PANEL THK. O O o - a' a :.. 0 SEE GLAZING En 29 - DETAILS29o SEE GLAZING 28 cDETAILS- iiSEEGLAZING26 Al uz OE7AIL5DETAILS-_ ¢,, a q2o w w _ C' O INTERIOR vy INTERIQ$ - INiERlO . l LOB 48 6. < a9 0 Ivy—i!S a J 1 48 ` , n 0 o 01Q. Q,i0.QZy aap O 0 T o . o n mSEENOTEpO1 0 8 SHT. 4 50 6.o. N7 20 7 O O O o 39 O ' o 34 7 9 7° .. O t . c, 4 m v O O O 33 SEE NOTE 50 9 SHT. 4 Z N W m L, Co is — 52 43 SEE NOTE N ry 5 SHT. 4 51 51 \ wncS SECTION Z OUTSMNG SIDEIITE PANEL THE CROSS SECTION IS t - 2 OUTSWING DOOR PANEL W/ HIGH DAM - SHOWN W/THE CLASSIC V OUTSNING DOOR PANEL CRAFT FLUSH GLAZED 3/4' GLASS W/ LOW PROFILE THRESHOLD SEE DESIGN PRESSURE TABLE) I GPI t 1 c1`,- 1 1J Lilo l 1_ ..._.... 813. 684.3831 rtc 11/5/O1 ALL NTS m wLN 11L in: RW vwwc NO, S- 2161 m, 7 Ov S ASTRAGAL RETAJNER BOLT :. O. O SEE NOTE 2 SHT.4 iNTERIORoz nJ W O V v 1 3 6 ASfR4CAL OPTION 1) Z Y 2 ( N7 R 3 O MULLION 1.15" MIN. EMS. r25- MAX. SHIM 15- MIN. C-SINK EXTF—Rl Z Y 43 m 49 m 1a OQo. o U 6 N N r 36 U W SEE NOTE 34 9 SHT.4 a •• 16 17 3 INTERIO 3 I70h^A' GROS,$EG710N 3 O SIDELRE TO BUCK r)ETAILUA U ( OPTION II SURFACE BOLTS) E NOTE o= SHT.4 z 0 -, C, O (n U I,j1n 0 W o oo ui a U Zia r O ti W I OHNSCIUU V VV BUILDING WSULTAMS. INC 813-584.3831 E: 11/5/01 uc NTS Br: WLN uc. er: RW wwc— No 5-2161 m 3 OF 9 25' MAX. Y SHIM SPACE38 ZN J z maw1 t3 3 —a wow c . 8 INTERIOR a 17. v 15" MIN. i H RI ONT CROSSSECTION C-SINK 4 LATCH JAMB TO BUCK, v. . 1. 15' MIN. NOTES: EMBED. 1. THE SIDELTTE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR #8 x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS g . FOLLOWS: FROM THE TOP DOWN 1', 3', 5, 15.25", 40.5'. 59.257, 74.25, 76.25' & 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE. 4: THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) SEE NOTE 1 18 x 2' PFH. WOOD SCREW. THERE ARE (6) AT SHT.4 . EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0', 19.75', 33.5, 47.25, 61.0 & 74.7'. THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 18 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER v _ ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP N N FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. vow7. WHEN ATTACHING THE HINGE 70 THE JAMB AND THE BUCK w oUSEA18x2" SCREW. WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHESIDELITE AT THE uj Ln MULLION USE A 110 x 1 3/4 SCREW. 8. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 318' COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1' x 0.04" DIA WIRE BRADS AT 2' FROM EACH END A MAX. OF 12" O.C. I . z5' MAX. f SHIM SPACE SEE NOTE 7 SHT. 4 2HORIZONTAL.p • 15' MIN. 4 HINGE JAMB TO BUCK, C—SINK 1.15" MIN. EMBED. w 34 SEE NOTE 9 THIS SHT 3 HORIZONTAL ROSS SECTION 4 ® STRIKE JAMB TO SIDELITE MA.1 \ AC N O> N O a0 O cn 00 8 OL j M O LLJ ^ 00 O O f\ Lu a iE 813.684.3831 NTS sr: WL9 or. RW we NO- S-2161 r 4 OF ! SEE NOTE 3 SHT. 4 SEE DETAIL "F' SHEET 5 3" 3- 3" 3" -{ 6' 6' 3" 3' 6" J. 3 I 1 1 I l I I I 13 1 1 113 1 7 3 TYP. TYP, SEE DETAIL TYP. SEE NOTE SHT. 5 SEE DETAIL 6 SHT. 4 E-, SHT. 5 SEE DETAIL SEE NOTE 6 SHT. 4 TYP 13 G- SHE 5 TYP. SEE DETAIL 13 SEE NOTE H' SHT. 5 D. yp 4 SHT. 4 B- Z 5Typ2 11 TYP. I I I 11 YP6: 6-6' i--- 3' 6" 6' o > 03 O N O ap am Z O 6" 6" 1-- SEE NOTE 3 SHT. 4 1 O p woz; CD n n- a N W CL n 13 d TYP. - SEE DETAIL Lncm E• 5HT. 5 0; viTYP. TIMNSEEDETAILC" C.TYP..0." G' SHT. 5 6" —i SEE NOTE 4 SHT. 4 SEE DETAIL H' SHT. 5 SWTIF DOOR F DOURMURIF DOOR W/SIDEI ITFS 7 0 DRILL THRU FOR 7 A 0.357" BOLT DEEP NOTE: a ENOUGH FOR A 2" o USE ITEM J13 A 18 x 2 1/2' PFH WOOD SCREW T Z BOLT THROW ATTACH THE STRIKE AND DEADBOLT PLATES TO THE 1 SEE NOTE JAMB OR ASTRAGAL FXCEPT IN THE MULLED euiur SEE NOTE THIS SHT. 7 SHT. 4 SURFACE BOLT APPLICATION WITH THE SIOELTTE USE ITEM 143 A 8 CONSULT xfs. 0 13 43 STRIKE PLATE 2- PFH WOOD SCREW. 513- 6843531 4337 1 1 T H" MIL.11 /5/01 0 0 RETAINER BOLT HOLES wuc N.T.S. 70 & OPTIONAL SURFACE vac. err. WLN SURFACE BOLT BOLT STRIKE PLATE ^ q e o j 6 STRIKEPLATE MNITI .1/JgLd '®l_7p n/i ca. BY: RW QFFAIIF 13 43 ovAw Nc 2 ASTRAGALSTRIKEPLATEj p 5- 2167 10 BOLOTi SORN E PU QFTECE SEE NOTE MA V i AC R NAME DETAIL "E" THIS SHT. A1L "G' s cer 5 or lti!.1} I SEE DETAIL SHEET 5 6' 3. 3' 3 66. 5' 3' 1 11 1 13 1 13 TYP _ SEE NOTE 3 SHT. 4' SEE NOTE SEE NOTE t nTYR SEE DETAIL 3 SHT. 4 6 SHT. 4 ir1 w 13 F' SHT. 5 - n: O1 N N a TYP SEE DETAIL w G' SHT. 5 SEE DETAIL E. E" SEE DETAIL 13 TYP. SEE DETAIL E' SHT. 5N a; N SHT. 5 TYR H' SHT. 5 J" ai 13 TYR SEE DETAIL 'K' _ 'K" TYP.- "M" SEE NOTE 'G. SHT. 5 'Ad t 51 51 _ 4 SHT. 4 - t t 51 TYP. TYP. t t t t 52 3. TYP. 3"--i 4- 3' 3' 6' 6' 3• 6" 6 6 66 3• 52 • 4ESHT. NOTE 4 3' 6' TYR SEE DETAIL R" SHT. 5 SINGI F DOOR W/SIDELI S DOIIB F DOOR riTLLAL ILL R, A Bo Co A.Yo 1 F k. Tyr 1' ` k ClJ `L l i 11 U 1 7ir7\i1 li l ANEC- w J ha in t 813.684.3831 DATE` 11/6/01 smv N.T.S. MG. er: WLN aa. BY: RW S-2151 sir 6 or 9_ e A o > 04 ago 0o 0 00 0.5" GLASS SITE .0625" THICK DOW 795 d LO = 0.5" CLASS Y SEE NOTE i GLAZING COMPOUND Q Z o BITE 0 SEE NOTE 1 Z THIS SHT. THIS E I 1/8" TEMPERED 1/8" TEMPERED W O O GLASS _ ° GLASS 3 o g 00 p e 2 00 e ° 1/4' AIR SPACE o ,o p 3/4" AIR SPACE Ll! to 0_ e •e 1/8' TEMPERED ° 1/8" TEMPERED Y GLASS GLASS B x 1 3/4' PPH B x 1 3/4" PPH 3/4" STEEL INTERCEPT SPACER ' 1" INctII ATFD TEMPERED CI SS 1/4' STEEL INTERCEPT SPACER 0625" THICK DOW 795 o g DAZING DETAIL SHOWN W/_ `kz CLASSIQ CRAFT" SMC LTTE FRAME + GLAZING COMPOUND ) \o a1/2" INSULATED TEMPERED GLASS (REQUIRED FOR DOOR PANEL DETAIL SHOWN WL CLASSIC GRecT TCM LITF FRAME SIDELRES ONLY) 3 U v o in ZfV D625' THICK DOW 795 y o v 0.5" GLASS BITE GLAZING COMPOUND o gd- H Y O UZ 0.5" GLASS z 1/8" TEMPERED i a BITE N CLASS m SEE NOTE 1 y 1/8" TEMPERED O THIS SHT. ^ S CLASS O O Q sR O O O 1 /2" AIR SPACE 3/4' AIR SPACE O. O 1/8" TEMPERED GLASS e . 1/8' TEMPERED SEE NOTE 3 v 0 CLASS THIS SHT. g j8 x 1 3/4" PPH n INSULATEn TEMPERED GLASS a71NG DETAIL SHOWN W/ 3/4" STEEL INTERCEPT SPACER 1/2" STEEL INTERCEPT SPACER "CLASSIC CRAFT INTEGRAL G IN a 0625" THICK DOW 795 GLAZING COMPOUND ( SIDELRES ONLY) cz wSULATEp TEMPERED GLASS CIASSGl A?ING DETAIL SHOWN W/ 'BUILDD I RAFT" T M trTE FRAM ulrm. SI L L ® og p coos . 684. 8 1 e $ O 813.684.33 1, THE 27.5' x 50.19" DOOR LITE IS SECURED WITH (16) J8 X 1.75" PHILLIPS. PAN HEAD SCREWS a 11/5/O1 SPACED AS FOLLOWS: TOP AND BOTTOM RAIL AT 3.0", 13.75 AND 24.5" FROM THE LEFT SIDE J` THE SIDE STILE ANCHORS WERE LOCATED AT 3.0". 13.25". 23.625" 33.875" AND 44.125" - T SCAM NTS FROM THE BOTTOM OF THE LITE FRAME. _Ty t Il el Mo. er. WLN 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) J8 x 1.75' PHILLIPS PAN HEAD SCREWS ley I v g er RW SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 2.125 FROM EACH END, SIDE STILES pwrec rro: FROM THE TOP DOWN TOP DOWN AT 5.5". 16.5". 27.5" 38.375 49.375" AND 60.375". S-2161 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. ( { setr 7 O L1 1lr. 4.03" 1ELM. OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP f--'1.077"—j. 4---1.54' --i 42 SmcL_RF TOP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE I 1.47" nto Cr BOTTOM RAIL - O WOOD COMPOSITE T y 1 1.54" ---i cInC1 I1F a1 ANK SIDE STILE 36 FINGER JOINTED PONDEROSA PINE 1.47" CC TOP RAIL OWOODCOMPOSITE g p O cV O O III 4 z 4 STEEL DOOR HINGE 9 n co b 9N 1! 39" RED OAK CAP aOW1,46 CC HINGE SIDE STILE CORE MATERIAL LVL OR LSL ALTERNATE CORE MATERIAL' PONDEROSA, RADLATA, PULAI, ELLJOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. li DIM. VARIES W/GLASS THK. K40 x 1.72' PT THREAD SCREW. U&MR OW 4.0m 2&-W r rwae 28 1.375 {P8-If0 2' 1 DIM. VARIES N W/GLASS THK: ^_ 6J+ j a rv,-q L 4.565" T 0 2 35 38 OD FRAME I 4.615" 2.203' u T O 79 OIrtSWING BUMP .FACE Al IMINUM/WOOQ n SHOLO 050" WALL TYP. HIGH DAM THRESHOLD 39 O> F N p a0 Ocn0 j CLCC p=n U O U5 OWo 3Q0 v Lu coo a Fu U .is 813.684.3831 o F• ° F cw- r. By: RWna. By: RW N l+ A M br- 5-2161 i s w 8 or _ RIPTI M ri ol i BY FIBERGLASS 2 rr WGE SRE iW L14 OR LS1 a OAK 1.46' x 1.4 3 Irm 4 CC 5 6 NOT USED POLYURETHANE OAM BASF, 1.91bs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEITHERSiRIP THERMA-TRU FOAM 8 LONG REACH COMPRESSION WEA7HLRSTRw 7HERMA-TRU FOAM. 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL STEEL 10 10 x 3 4' LG. PFH WOOD SCREW a to Rome STEEL 11 10 x i LG. PFH WOOD SCREW 12 13 NOT USED 48 x 1 1 2 LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED WOOD162xINNERWOODTESTBUCKWOOD 17 MAX. 1 4 SHIM MATERIAL 18 KWIKSET TFFAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD IHERMA-TRU ALUM. WOOD 20 HEADER 4.565 x 1.17 VW-TRU PONDEROSA PINE WOOD 21 22 NOT USED HINGE JAMB 4.565 x 1.1 -TRU PONDEIZ0S4' WOOD 23 KWIKSET TITAN 700 SERIES DEAD13OLT ALUM: G TRAGAL WINDJAMBER N WR68T .052 WALL AZING, 1 Z INSULATED TEMPERED GLA55 S- 76 T USED x 1 LG. PANHEAD SHEET METAL SCREW STEEL ClLIP FRSMC, -TRU SMC d stl lTnEOK4.( knm FOR lfDl 28 STEEL 0 x PT TSCREW, MAKER . T USEDT PSMUM USED8THK. CELLULARGLAZINGTAPESTIK-il TAPESTEEL x 0.G4 DIA. WIRE BRADS WOOD 8 COVE MOLDING NK JAMB 4.565 x 1.17 -TJBJTE WOO SIDE 9ILE - TRU 1.54 x .67 PONOEfi05A PINE WOOD 37 1# 10 x 1 3 4 L.G. PFH WOOD SCREW STEEL 38 UTCH AW 4565 x 1.1 - POtDFR05%' WOOD ALUM. 39 1 HIGH WATER DAM THRESHOLD SILICONE 40 1SILICONECAULK41INOT USED µ,hp 1 Sam am TOPk LKR10Y RAI -TRU iSl x 5 POtI JtOSA STEEL 43 ASx2LG. PFH WOOD SCREW STEEL 44 316SEXBOLTSTEEL451IVES4548" SURFACE BOLT 46 P CM, TCM with eld stren h F min. = 4,674 psi STEEL 47 B X 1-3 4 PPH SCREW FOR ITEM 2B & 46 GLASS 48 GLAZING, 1 INSULATED TEMPERED GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS GLASS 50 la BOTTOM RAIL (150' x .883 MRMA-1RU WOOD COI'=O WOOD C0IIPOSTIE 51 1 3 16 TAPCON ANDIOR G RaC 1.75 W LG. STEEL 52 3 16 TAPCON MOIORNG ELCO, 25 MPL LB STEEL Lj Er- N O 00 ptA I O W N ASTRAGAL RETAINER BOLT _ co N N MATERIAL: C/ R ROD ZINC r'? - `. YELLOW CHROMATE 8 W cWo CL 1411G R H MP ION R I FOAM CELL CORE W VINYL JACKET z 0 5 4Li z N1. 158" v_ of DRILL TRU FOR `" A 8 PFH WOO DRILL TRU FOR SCREW 2PLCS . 357' DIA. ASTRAGAL RETAINER BOLTS I a m WINDJAMBEE it WR68T STRIKE PLATE O .31 COMPRESSION WEATHERSTRIP BY THERMA- TRU 4-----} 1" RETAINER BOLT FOAM CELL CORE W/VINYL JACKET li N MANUFACTURER NAME: e CoNsu ME. 11/ 6/01 24 WINDJAMBER II WR68T smmm NTS ASTRAGAL (ALUMINUM 052" WALL TYP.) vw. or. WLN wx. er: RW ow..*+c wo_ S-2161 o m 9 of O> Lj coO E BITE .0625" THICK DOW 795 O (n Ig0.5" CLASS GLAZING COMPOUND a O = r\ BITE Y SEE ZF QZQOr 1 SEE NOTE gPPH 1 THU ._.1 N TN 1/8" TEMPERED1/8" TEMPERED pW^ r U GLASS GLASS p = o e3`1/ 4" AIR SPACE 3/4" AIR SPACE I= 00 _ W 1/8" TEMPERED 1/8" TEMPEREDGLASSz GLASS J8x 1 18 x 1 3N1/4" STEELIACER3/4" STEEL INACER Q i" INSULATED TEMPERED GlAS z 0625" THICK DOW 795 cI A7ING DETAIL SHOWN W/ i ASSIC CRAFT" 5MC LITE FRAM m INSULATED TEMPERED GLASS GLAZING COMPOUND „ J I A71NC DETAIL SHOWN W (REQUIRED FOR DOOR PANEL) o a n ri ecc r• GRAFT" TCM. LRE FRAME - mKm m o SIDEUTES ONLY) V pQ N z 06Z5' THICK DOW 795 5 0.5" GLASS SITE GLAZING COMPOUND also o u o z 0.5" GLASS z 1/8" TEMPERED a SEE NOTE 1 BITE i N 1/8" TEMPERED GLASS m THIS SHT. " GLASS O O O0 0 o co O 0 % 0 OQ 1./2" AIR SPACE e 3/ 4" AIR SPACE O O O 1/ 8" TEMPERED z CLASS 1/B" TEMPERED SEE NOTE 3 N GLASS THIS SHT. g B x 1 3/4" PPH co INSULATED TEMPERED GLA55 3j4 STEEL INTERCEPT SPACER 1/2" STEEL INTERCEPT SPACER n a71NG DETAIL SHOWN W/. w 0625" THICK COW 795 "CLASSIC CRAFT" INTEGRAL GLAZING o GLAZING COMPOUND ( SIDELITES ONLY) 0 z INS1 AT TEMPERED GLASS CLASS rl e wr. DETAIL SHOWN W M M Teutw s CS L j ca+suuurts. e ` O 813. 584.3831 1. THE 27:5' z 50.19" DOOR LITE IS SECURED WITH (16) J8 X 1 75" PHILLIPS PAN HEAD SCREWS 101 !JF1 • SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 3.0 13.75" AND 24.5" FROM THE LEFT SIDE. ( anc 11/5/01 THE SIDE STILE ANCHORS WERE LOCATED AT 3.0", 13.25". 23.625" 33.875 AND 44.125"Tj o SCILL. NTS FROM THE BOTTOM OF THE LfTE FRAME. • I — r oKc. BY: WlN 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) f{B x 1.75" PEACH S PAN HEAD SCREWS I1 Y/J@ r SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 2.125" FROM EACH END', SIDE STILES., L/ u NG RW FROM THE TOP DOWN TOP DOWN AT 5.5', 16.5'. 27.5" 38.375", 49.375" AND 60.375". Cif o.a,Nc o 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. . 5-2161 0 4.03" h J'ii 3 CC LATCH SIDE STILE 3 RED OCORE MATERIAL LVL OR LSL OAK CAP 1.077" --{ 1.54' 42 sinn tTE TOP. k BOTTOM _RAIL FINGER JOINTED PONDEROSA PINE r-1.47 n w1f 1 CC BOTTOM RAIL OWOODCOMPOSITE f-- 1.077' --{ t T Lo 1.54' --i SIDELITE BLANK SIDE Elf 36 FINGER JOINTED PONDEROSA PINE r- 1.47" n Cr TOP RNL OWOODCOMPOSITE o p Q N p O II 097' --4 F' O 4 x 4 STEEL DOOR HINGE9 39' RED OAK CAP - N O '! O 1.46' CC HIN .E SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL- PONDEROSA, RAOIATA, PULAI, ELUOTTiI, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. ii t DIM. VARIES u'i• W/GLASS THK. K40 x 1.79' Pi 7HRM SCREW. W.IOR Ol4 4.0— a 1 rrf -euy 28 n 1 DIM. VARIES N W/GLASS THK. Ii 18-10 K 1 1/2' PPH PLASCREW U A, 4.565' ZO CC CC l 1 N 0 W Ov1o j 2Z=O i coy Lj T Q g O CO 0 2 35 38 W(D FRAME r\ w00 a U') 4.615' z rn r n zw 1 z wvm m a rI o o 19 OIITSWING BUMP FACE Ix a a ^ a Al IIMINUM/IVOOD THRESHOL 050' WALL TYP. m a HIGH DAM THRESHOLD 39 lll 813. L W euun+ NSULTANi. 1 UK.3831 swc NT5 WLN CHK. BY: RW N rsHcn 8 a RIP TI ri I FIBERGLASS 1 R"rI I h 4r 4. 4 CC NNGE STILE -TRU [VL OR LS1k MK 1./6 c 1.4 5 NOT 6 POLYURETHAN USED FOAM BASF, 1.9lbs. DENSITY FOAM 7 SHORT RFACH COMPRESSION WEATFfEFi57RIP THERMA-TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP THE"-TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL STEEL 10 LG. PFH WOOD SCREW Fin a to Frome 10 x 1 LC. PFH WOOD SCREW STEEL 12 13 NOT USED 8 x 2 1 2 G. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED WOOD 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD THERMA-TRU ALUM. WOOD 20 HEADER 4.565 x 1.17 EIW-TRU PONDEROSA PINE WOOD 21 22 i NOT USED MNGE JAMB 4565' x 1.17 1111 HIM-= PONDEROSL PINE WO 23 KWIKSET TITAN 700 SERIES DEADSOLT 24 ASTRAGAL WINDJAMBER II WR68T .052 WALL ALUM.G600665-T6 25 GLAZING, 1 2 INSULATED TEMPERED GLASS 26 27 NOT USED 8 x 1 LG. PANHEAD SHEET METALSCREW STEEL S28 hF STE IVICw0Cld strcn mm 6 ZOsiiRU 28 STEEL 29 K40 x 1. THREAD SCREW, WJOR ON. 4.U= FOR 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE 33 1 x 0.04 OLA. WIRE BRADS STEEL WOOD 34 35 3 8 COVE MOLDING R JAMB 4.565 x 1.17 -TRU, PONOEROSA PINE RAWW OD 36 malTE SAE STILE 1HERW-M I-% x .67 PONDEROSA PIKE WOOD 1 37 10 x 1 3 4 LG, PFH! WOOD SCREW STEEL 38 LATCH W® 4.565 x TIT -TRU PONDEROSA WDO M. 39 HIGH WATER DM THRESHOLD SILICONE 40SILICONECAULK41 NOT USED WOOD 42 SOEIX 7W k WIIOY Rol -TRU, 1ST 13 POIADi051 STEEL 431 #8 x 2 LG. PFH WOOD SCREW STEEL 316SEXBOLTSTEEL41151VES4548' SURFACE BOLT 46 C M. - U TCM with yield siren th F min. = 4,674 si 47 8 X 1-3 4 PPH SCREW FOR ITEM 28 & 46 TEFL GLASS 48GLAZING, 1 wSULATED TEMPERED GLASS GLASS 49GLAZING, 3 4 INSULATED TEMPERED GLASS 50 JCC BOUDY RAl (150' x MY TW W-TRU 1N00 COtP09IE) MOOD COMPOSITE 51 J 16 TAPCON AHCIIORNG ELCO, 1.75 UK LG, STEEL STEEL 52 16 UPCON ANCKm; ELCO, 25 LLIL LG. T ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC "? do YELLOW CHROMATE DRILL TRU FOR / A J8 PFH WO0 DRILL TRU FOR SCREW 2PLCS .357" DIA: ASTRAGAL RETAINER BOLTS WINDJAMBER 11 WR68T STRIKE: -PLAT t— - 1" RETAINER BOLT 592" 179" 1ONG REACH COMPRESSION WEAT1iERSTRLP FOAM CELL CORE W/VINYL JACKET 1, 155' i. N rn 7 . 35" OCOMPRESSION WEATHERSTRIP BY 7HERMA-TRU FOAM CELL CORE W/VINYL JACKET o_> IY N a co COO cn - I Ioto to Wuj- 3Q o W coo T- cENTRkL A, B.O.A.F. o a cD N O N N MANUFACTURER NAME: z I r y V evi Nc 1,767 '- i MASTER ER FILE # uW4 am 11/ 6/01 WINDJAMBER It WR68T 24 sv+ c NTS ow.mo WLN ASL TRAGAL ( ALUMINUM ,052- WAL TYP.) an< eti: RW du we wo.: 5-2161 C;-111 F iL awl :.a5 MAUFACTURER NAM THERMA o TRU X&I 9fC CPAFT• 9Vb1A VM 8418NGLE MID =IBL EVM MOUT SORTIES -"TED FIBERGLASS DOER * TH W1700 FHAAOS GENERy NOTES 1. Tli1S PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MOM-DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO• 4. DESIMID PRESSURE RATING SEE TABLE PAGE 1, 5..THIS PRODUCT D0 N07 MEET THE WATER REQUIREMENTS. FOR Mt,.WI DARE COUNTY• o. M . -DADE APPROVED IMPACT RESISTANT SHUTTF3t5 ARE REQUIRED. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Panet Fiberglass skin 0.127• minimum thickness. SMC F min. =6,000 psi 10, Fort: -sh=ta Srdelde: Fiberglass skin 0.070minimum thickness. SMC with yield strength F (min.)-6,000.Psi y Polyurethone foam core, withl.9 196. density by BASF. p a ponet skin is constructed from a 0.127' thk. sheet aningeyniTSMCTheinteriorcrAyisfiledwith1.9 lta. deaity IIA7 tome. The pawl lace sheets are gkred to thr. wood sties, and r_* Ramie kddr and Image sii s ore LN. or 15L The etch stile _f a 1.426 x 4Z s the krfch rekrforsmcnL lte top and toltom mi. are of a wood fn the double door applKotion 0w Trance door a felted with on olumimxn astrogd of 6OW-1b dby. frvme Construction; The home js conshudcd from finger )ainted pine 565" wide x 125 thief The header B bawd to the side jwwx. with ( 3 / 2.5 PFN Screws of wch side. The threshold is *Ted to the adeay 8 x 2.5 PFII Screws a1 each sde. 1M mutixws ore secured togef eh r nae14.1ion rakg /8 x 2' bra PFH Wood Screws (6) amews per, earJr rnu6on. the units use on krw Saddle ttreshotd awas..3 5.75' x 1.548. SIICs Lip Lite - OA sizes 21.656' wide x 5&093 soured 1S L&n Tek Sa.,M the hmws am seated with scone cm*ing ( Dn 795) to aadte panel and to the It-- Sidelite Sue Lip LTe with yield sheytl, FXrnin).6200 Psi & ?I'C Lip Lite with yield stmgth Fy(mxn.)=Z 145 qi - ON mx a 9.65 wide x 65.85 hgh mixed w/(16) (8 x 1.75 PldGps Pon Head Screws The homes are seded with sr3com camUM (Dow 725) to sdeite.paw+ and to Be glow. krtegrd Flrah Cloned - The sWefte sashtaaporwkeremoldedtorecaretheirmAated-GksL ugh-, Is attadwd to the s defte lace sheets with sSc. g+sw9 compound ( 35.75' MAX. aANEL WIDTH FFti 0 14. 869" d W M D.L0. d WIDTH 00 6, n 0 o e m N Q tL GIN(YF 9VSM7N7' UNIT F--- 74. 5' OVERALL 2 0 Its 9' W WILT. WIDTH oINACi1VE i m sEE DETAIL A" SHEET 3 j'. 705. FV1x. Vvtrwu 36.E25' MAX. rPANEL WIDTH W/A57RAG4L q 2 14.869' MAX. D. L. O. 14:869' ci MAX. D. LO.. WIDTH WIDTH n INAC If sLa= DEraL n• SHEET 3 DO IB W/SNtLrt- rnamno v UAE WIDTH-- f All ELEVATIONS k-68.5• MAX. OVERALL FRAME VIEWED FROMTHEINTERIOR Mu O 3 a p 1 )869` c z • 14: 869' o MAX. X D.LO. OLD e WIDTHWIDTH x o J tD J 0 c eui x O 9S'`LIYE r" o in i DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT 5 NEEDED) BOLTS WITH SURFACE BOLTS UMT TYPE & WINp,LAMBER 9RAGAL d: WINDJAMBER 9 ASTRAGAL WITH OUTSURFA_6677.0 SINGLE 67.0 PSF PSF DOUBLE 47. O PSI' - 47.0 PSF 65.0 PSF - 65.0 PSF SINGLE & DOUBLE. WITH SIDELITES 47.0 PSF- 47.0 PSF 65.0 PSF - 65.0 PSF 15.5' MAX. Z W FRAME WIDTH O 13.9375' MAIL ROEUTE WIDTH C-4 MAX. D. L.O. O co 7.125' WIDTH LIP UTE O Q ZO7.0 MAX. D.L.O. 0 I INTEGRALLITELjnW 3¢ V W co a 15.5' MAX, FRAME WIDTH 13.938• MAX. SIDELITE WIDTH 7.125' MAX. D.L.O. WIDTH UP LITE 7.0' MAX D.L.O. WIDTH INTERGAAL UI y tmmintNe aaNSULTANiS. wIG 813.684. 3831 oxizr. 11 8 srxc NTS Mo. I3Y: WLN oa. er. RW creams wo: S-2164 - ern 1 of 8_ Sr. Z G.' 16 17 20 x W y 6 8 : o S 48 p w 28 _ EXTERI N V D Zj INTERIOR A MIN. m a GLASS THK ----{ c 29 O n m 11.68" MIN. PANEL THK 16 17 2 T 8 4 34 a Y 00 O i 423iZp0 1.68" MIN. o O o p PANEL THK O 0 SEE GLAZING DETAILS a J SHEET 8) . 1C 1GB 49 O O o 4 ui 1 00 0 00 ° o 0 42 I5—. O _. O 2141" -{ 691" I a INSWING 02ak-am 31 0.09" EXTRUDED VINYL WALL 813.684.3831 K: 11 8/01 NTS C. 9Y. WLN ML BY. RW L mNC NOc S-2164 m 2 OF ! I X7 RI R Lu 24 EXTE6146. O c r- , 01873O ,' pO S o 00co 27 ° : 3' °' o fL 0 a: 0 6 29 p.d , m z o n Lo 29 6 Y 1MESLOB cc,) W p.. Q 53 , d :m o:p .p. o , off, 45 SE NOTE 3 ^na W coo d INACTNE z SEE NOTE THIS SHEET z y THIS SHEET z z45Y2s l2ET• y 28 3 3 w ^ OPTIONAL ADDITION OF SURFACE BOLT o tD ASTRAGAL RETAINER *oZ BOLT 8.0" LG. TOP 1ME61QB w i5 do BOTTOM (2) BOLTS 18In z AT TOP do (2) AT BOTTOM tzS m Ny O N Cln 1 U =O 3 ® ASTRAGAL 3 0 15' MIN. =IN J p 1.. i 5" MIN. C-SINK z EMS. 111 i vin a EXTF-RIO >- 25" MAX. SHIM Y Z m Zito I .15" MIN. 1 N p C-SINK Y 7 8< w z 29 12 ^o ui ¢ y .11 t 12 W = p a tO a 1 49 $ c ° Q o w2 !1i! 111 o13 Ppo °0 p e 0. o opo O CY :. a O:o, w toO N p Oho 0 INTERf Y 4.: 36 72 r o z 48 3 SEE NOTE Z q" 6 J ao 28 8 9 10 g SHT-4 3 w a 34 sw.allo 3 SEE NOTE CONSULTANTS. ING uj ^ a 813. 584 3831 9 SHT.4 Tn R t 6 17 34 IN IOR 3 We 1/8/01 1RI O MULLION 1 NrTS 7THEE SURFACE BOLTS ARE AN OPTION ON THE ACTIVE DOOR TO ACHIEVE - ' • A ji`o ° owc. BY. WLN 3 RI NT R TIN HIGH PRESSURE RATING•t }1 n°c ar` RW 3 ® SIDELITE TO BUCK 2• THE SURFACE BOLT STRIKE ARE LOCATED A7 THE THETOP AND BOTTOM `, I THE SIDELITE CROSS SECTION OF THE ACTIVE PANEL AT 2.5" CENTERLINE FROM THE LATCH STILE EDGE. T .j A L °_2164 THE S((T R))IK//E//S FOR EACH BOLT WERE ATTACHED TO THE JAMB AND THRESHOLD I 1 3. TWITHHE SURF4CE'BOLTS E ATTACHED TO THE ACTIVE PANEL WITH ( 4) 10-24 SEX BOLTS. 1 r of "•" O O NOTES: 7. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). Z SPACING FOR 18 x 1' PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE 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 SEE NOTE 1 3) 18 x 2.5' PFH WOOD SCREWS AT BOTH SIDE SHT.44. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) IS x 2.5 PFH WOOD SCREWS AT BOTH SIDE 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) IS x 2'. PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0, 23.07, 40.0, 57.07. 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 N to OUTSIDE CORNERS. wS. SPACING FOR 18 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER w o v ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP H FROM THE BOTTOM WITH (4) MORE SPACED AT 17" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 110 x 1 3/4' SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE I10 x 1 3/4" SCREW. e. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8' QUARTER ROUND MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1' x 0.04" DIA. WIRE BRADS AT 2' FROM EACH END A MAX. OF 12- O.C. SEE NOTE 5 SHT. 4 1.15' MIN. EMBED. 15' MIN. C-SINK '1 ZY2 8 C F- z 6 7 In fpZ y -a 10 29 o'- 48 28 1 4 9 2 NT KDF HINGE JAMB TO BUCK, 38 SHT. 4 SEE NOTE 6 43 XT RIOR zY 8 OD to 6 7 '° Z 1 a 37T]l0 7 4 SEE NOTE 25" MAX. SHIM SPACE 813.MM.3831 INTERLQ@ UD / Dwc. er. WO mg OT*'Dj fiZ1 0 00 Ae lf0 cw er RW CENT 1 $1+ Dawrm wa: Q ,1 j 5-2164 3 R NT R T R p SHEET 4 ov _ 4 ® STRIKE JAMB TO SIDE i SEE NOTE 3 SHT. 5 4Qo m r m9 Jo 0 TYP. 2 n in W dn h m V 13 in TYP _ SEE DETAIL G' TYP. Q=o c+ u, O CQ ZC 13 c1 Di! TYP. tntit tn vi o to c- H — I A. In 1 SEE DETAIL $1 _ A' S1 51 A. _ 51 p" .D. TYP. t t 7 t 6 t t t TYP. t i. f -{ 6" it3• to 6Y.6, 6 6 ® a DRILL THROUGH FOR SEE DETAIL ?I' A 6.357' BOLT DEEP aN . F DOORENOUGHFORA2" BOLT THROW milaiF DDOR W/SlOEL . 1 NOTE USE ITEM 113 A /8 x 2 112' PFH WOOD SCREW TOATTACHTHESTRIKEANDDEADBOLTPLATESTOTHE q I.wnrtc tslw#KE JAMB OR ASTRAGAL EKM!j IN THE MULLED rxr u m INC cAPPLICATION WITH THE SIDELITE USE fTEM }43 A /8 x 813.684Z831 3 132' PFH WOOD SCREW. nae 11 8 O1 O SURFACE BOLT ATTACH THE STRIKE sme N.T.S. 13 STRIKE PLATE PLATE TO THE THRESHOLDom we.. WLN 10 W/2 /70 x 2 112' PFH WOOD SCREWS aK BY. RWDETAIK FTAIL "H"H" m 64ASTRAGALSTREPLATEOPTIONALSURFACEASTRAGAL7HROINBOLTSRNTPLATEns[ir S OF 8 SEE DETAIL 'F' 6" 6' 6' N 33" 3• 6" 6. 3- 1 3" 1 I I_C 1 I I 13 L1 11 _I 13 TYR 13 in TYP- SEE DETAIL SEE DETAIL ,5 TYP. a to r 13 13 TYP. SEE DETAIL TYR N . r SEE DETAIL J 6' 3' 3" 3• " t 3 I SEE NOTE- 3 SHT. 5 a J e o- r-, &n SEE JDETAIL T. IL SEE DETAIL 'F' 6' 6' 6' 3" . H36 3" F 3" in I 13 I_I TYP. SEE DETAIL SEE DETAIL F" / 'E' TYP. W(ge 3" 3 3. 3- 6" 6' 3 C 6 6. 6" 6" SEE DETAIL H. SEE DETAIL 'K' nnllal F DOOR ri c DOOR W/SIDELITES O O ATTACH THE STRIKE p SURFACE BOLT PLATE TO THE THRESHOLD STRIKE PLATE T` T V . 2 10 ^ SCRENS OPTIONALSTRIKE FACEPLAIT 0 SAL SURFACEEBOLTSTRIKEPLATEIV /, f I T1G n (( T14 in ui v; N U0- 0- to in uiN SEE DETAIL C TYP. in uicl io rx CV O a0 aN= rn n CC Z B O L J 3Qao n N t0 Q 90 iN 411 E 813.684.3831 m 11 8 01 Ke N.T.S. m. er: WLN K Bf: RW a: S-2164 r 5 OF ILL iI QC7C CAP104 mn w. OM gp77OM RAIL WD00-COMPOSITE RIN a S F CORE MATMA, LVL OR I% ALTERNATE CORE YATERNL: PONDEROSA. . RAaNTA, PUlAI, EL11D7Tn, 7AED4 OR SUGAR PM DOUGL S OR WHITE FIR, CEDAR. WLENSE CEDAR OR REDWOOD. I RETAINER LF—Z? 0 2 wooDFRAME V1NY1. 1HRESHOLL7 arms THRoua+ FOR 7HROOrrir MR. -357' DtA. AsrRAGN- DCTENDER - A /6.PFH WOOD RETAINER BOLTS _ SCREW 2 PLCS - rorJn ciRIKF PLATE - - 24 VANIXIAMRER n WR68T dRIi1;Q /ALUMIh 1M n57' WAI I lYP.1 -I-- 1 5.75' . 2116"Hr c4DIF THRESHOLD SUBSTRATE T+ •• /WOOOMI IYI THRESHOLD I; •: o, k•., •'.EXTENDER 6063 T5 ALUM. .045' MIN. WALLSUBSTRATEKILNDRIEDSPRUCE. PINE CEDAR OR 'POPLAR VINYL THRtSHOLD:.OBl7 YIN. HALL QWOOD COAtPOSTTE n 1.077- 1-920' C 28 IJ!-" nrn rwGN 1 RF G1AC FRAME , EXTRUDED SMC 36 rtF I L0.u . E . FILL FENCER JOINf[D PONDEROSAPDlE 92'- VINYL .080" YAK WALL, .035' MIN. WALL to 778' . 175' FINGER JOINTED PONDEROSA PINE O •SONG RFACH 7 Fper• RFTA^FTt BOLY nu KSATHER3TRIP 8Y THERMA WIVI C/ cneu rFtl CORc sme FOAM CELL CORE W/NNYI JACKET k SOW CHROMATEwnnNY1JACKET 2875" TRAL F ORIDDA BercTRKF (775- STFFI_T ATTACH TO SILL USING /10 x 1 ACTW SBHEMETAL SCREWS PROVIDED q 1 6 W O N I= LY N O co O to ac m Z) =0: i, i nLu— ZQ03 v CL DNSU . TAN15. ANC{I 813.684.3831 m- 11/a 01 ALL. N75 ia. Ut WLN 0 S- 2164 HECT 7 of 8 453" GLASS SITE EI XTERIOR O- °Q o o... b-o 0 YTERIO z Y 6 tO a a 0.5" GLASS SITE -- O O OQ o0 o % 00 o 0 0 1/2" STEEL INTERCEPT SPACER 3/4"" INSULATED TEMPEF GLAZING DETAIL SHOW Cl ASSIC CRAFT" INTEGF SIDEUTES ONLY) Y Z y 1/8" TEMPERED QLLJ g GLASS N 4a o 1/4" AIR o00 tL a z i SPACE ti g O M n 1/8" DECORATIVE tli O oGLASS O 1/4" AIR L SPACE 3 Q 00 INTERCEPT 1/8" TEMPERED 2 0 o GLASS i co per, 1' INSULATED TEMPERED GLASS GclA DETAIL SHOWN W/ CLASSIC CRAFT" SMC UTE FRAME REQUIRED FOR DOOR PANELS) z 453" GLASS 2 BITE 2 hm r 1 3 in S O U EXTERIOR 1/8" ANNEALED 4Z GLASS O AIR o m O o .o. 25" SPACE 1/8" ANNEALED 5. GLASS INTERIOR STEEL INTERCEPT 3 .25" 6 9 SPACER SEE NOTE 1 SHT. 4 5" INSULATED GI -ASSA pVC LITE FRAME GLAZING DETAIL SIDELITES ONLY) 0625" THICK. DOW 795 ti GLAZING COMPOUND c 1/8" TEMPERED GLASS Mozi 1/2" AIR SPACE n,! 1/8" TEMPERED CONSMUMM b13.6843tS3t. z Y GLASS 11jj A Do ®• 1 WS 1 . wrc. m: WLN N GLAS rrA ' J L RW DPAMW, NO - IL + S-2164 YoA a 8 MASTER FILE # c ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC r'? YELLOW CHROMATE 3" 592" I I 1 a Nm ._ J N LONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET N 1.158" O N DRILL TRU FOR N A 8 PFH WOO DRILL TRU FOR rn SCREW 2PLCS .357' DLk ASTRAGAL RETAINER BOLTS I WINDJAMBER 1 IKt'- COMWEATHERSTRIP BY THERM%-TRU RETAINER BOLT FOAM CELL CORE W/VINYL JACKET a L RALnoRMA B.O.A.F. tD N 1' yR. aN- gT7 , NN 1' 1ANUA1Ji'' mR NA e MASTER FILE WINDJAMBER 11 WR68T 24 ASTRAGAL ( ALUMINUM 052" WAIL TYP. ) m WU er. RN ra ra 5- 2167 r 9 or N CT-T-Y Py S'LvkV0-T-(v meypdr -/'W -.jT -'XWTVN P F, 4 TJ Hk D 2-v- c fl: Z 5 ftdvc r" Permit,', Typf,-, BuMizig FimS7 N10,11f of A Change Of Ser4f;e D PhiMbing/ Nev., Cammeres Sewe:z Lm'-L of G-- Lines of W016-Closets Ck- 0aup"Incy Type: Rezidep-oal 7 eW -IS vj 93 z t e F P -vId, z g, e: CofjStrogdot Type: of Stories: — 111t Of 04w CHIng UvWv: ri I 0"Ar Zo n e: ()FEWIA form r6avare-d for otbo parcel fi: r" " of Gasserr, h i ,& L,-,,gR T, D4--crgp E ivj) Owners Name & Address: 4 Qli Phone: Contractor Name A Address: W 00 T G.Tl--LW RIJ&W- Phone& Fat: Inr Bonding Company: Address Mortgage Lender address: Archke-coEngineer: Phone: AWdress: - F I Application is hereby rnadt to obtaahi a I)CY-Mit to do iht Work a -,id insLAlations as indicated. E Cerme' thal no work OF installationon has com-mcra'Cri prior 10 thei"Sm-n-cc Of,9 PC,-j-ni'f and that J-11 Word, )1611 h P--l-10-mr-d to !-nv--i staslrjaVds 01 all laVIS S-c-,mlPfilig, emt S-uvr-6011 in thijurissdkti-L ! unidelzta-M- 0124 a se -pa -ma P&.mit niuslt be sercured Poi E-TECTI RJJCAL WORK, PLL RMERING, .:JIG -PM, ELLS, POOLS, F0 I -E- S, B 0 i AIR C01\1DITiONERS, etc, LL p . j j C -LEP--r REATERS, TAJWKS, mid OWNEWE AFFIDAVIT : I rxriify that all of the io-itgoing ip, oA;r on is 2ef'11--pte and ]I V,/OPI, Brill be done in comjpliance with all COtlist- U06071 2-71CI ZGt i-,19, WARUNKING To 0 Ovr'T—P j UP, FAIT-tMCE TO REF CORYu A !,qOTICF OF MLA' --RE2UL'j Jl,) Y()l )-), j/., -0 1G TWICEPOPNPROVENAEN-I'S TO Yotp' PROF:`:T-f Y. I—t' YOU VNITtIt"D TO OBTAriq CO-H-SULT WTEH YOLT-R LE-NDFR rJR Aj\) ATTORI` IEY BEFORE R-ECOPDING YOUP NOTICE OF COIAMIENICENIENT NOTICE. Iti @ddilior, to the requiren, eylts of this P-11iL, there may be additional rest'-whoris applical), Wth; i-maybe --found in the public, re:f-omls of thiscounty, and there r C-n' rental C-nu6e' such as ieril age -Me Acceptance Ofpermitis verification that 1 will notify the owner of the properly ril , f0 otherequIT ri s orida 1 Law, FS 7 Signature c)[ Owner/Agent Date e on r/Agent ate e C-- 4- 0, P nnt0vnWAgenC, Name P Contractor .Agent' Na Signature of Notary - State of Flonda Date Signature of Flonda Date Owner/Agent is — Personal)., Known to mc or Contractor/AL;-' aPerson2h, Known to Me or Produced ID Producc". AJTLI( AI ION APPROVED 13Y: Bldg zoning (Initial A,- Dai, 2) L;. LEWj' P I & Daiz ondinons: 11114! N D A L, r, v ( 1 0 "M 4 hilo 14,2007 R rdrj Trru NOW1 Public Underwriters